Attachment_B_-_Drawings.pdf

Eau Gallie Library Exterior Renovation

PROJECT SCOPE

LEVEL 1 EXTERIOR FINISH RESTORATION AND REPAINTING.

PROJECT ADDRESS

1521 PINEAPPLE AVENUE

MELBOURNE, FLORIDA 32935

OWNER

BREVARD COUNTY

2725 JUDGE FRAN JAMIESON WAY

VIERA, FLORIDA 32940

PROJECT MANAGER

MICHAEL DUNLAP

BREVARD COUNTY

2725 JUDGE FRAN JAMESON WAY

VIERA, FLORIDA 32940

321-633-2050 michael.dunlap@brevardfl.gov

ARCHITECT

SHAD TRAYLOR, AIA

TSARK ARCHITECTURE, LLC

1990 W. NEW HAVEN AVE., SUITE 306

MELBOURNE, FL 32904

321-684-9966 shad@tsarkarchitecture.com

APPLICABLE CODES

FBC (2023) FLORIDA BUILDING CODE 8TH EDITION: BUILDING

FBC-EB (2023) FLORIDA BUILDING CODE 8TH EDITION: EXISTING BUILDING

FBC-A (2023) FLORIDA BUILDING CODE 8TH EDITION: ACCESSIBILITY

FBC-ECC (2023) FLORIDA BUILDING CODE 8TH EDITION: ENERGY CONSERVATION

FBC-TP (2023) FLORIDA BUILDING CODE 8TH EDITION: TEST PROTOCOLS HVHZ

FFPC (2023) FLORIDA FIRE PREVENTION CODE 8TH EDITION

NFPA 10 (2022) STANDARD FOR PORTABLE FIRE EXTINGUISHERS

NFPA 70 (2023) NATIONAL ELECTRICAL CODE

COMPLIANCE STATEMENT

REVIEW AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION SHALL NOT RELIEVE

THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THE APPLICABLE MINIMUM

CODES AND STANDARDS.

TO THE BEST OF OUR KNOWLEDGE, THESE DOCUMENTS COMPLY WITH THE APPLICABLE

MINIMUM CODES AND STANDARDS AS SET FORTH BY THE FLORIDA BUILDING CODE AND

GOVERNING FLORIDA STATUTES.

KEY NOTE DESIGNATION

B1

101A

DOOR NUMBER

ROOM NUMBER

ROOM NAME

ON WHICH ELEVATION IS SHOWN

ELEVATION NUMBER/SHEET NUMBER

SHEET ON WHICH SECTION IS SHOWN

SECTION NUMBER

DRAWING NUMBER

A

P1

WINDOW DESIGNATION

ACCESSORY DESIGNATION

PARTITION TYPE DESIGNATION

WHICH DETAIL IS SHOWN

SURFACE SHOWN IN ELEVATION

DIRECTION OF CUTTING PLANE

EXTENT OF DETAIL

SHEET ON WHICH DRAWING IS SHOWN

ROOM

NAME

A101

DETAIL NUMBER/SHEET NUMBER ON

A/C AIR CONDITIONING

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE, ALTERNATIVE

ALUM ALUMINUM

APPROX APPROXIMATE(LY)

ARCH ARCHITECT(URAL)

AV AUDIOVISUAL

BLDG BUILDING

BO BOTTOM OF

CLG CEILING

CLG HT CEILING HEIGHT

CLO CLOSET

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUE, CONTINUOUS

CORR CORRIDOR

DEMO DEMOLISH

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIV DIVISION

E EAST

EA EACH

EL ELEVATION

ELEC ELECTRIC(AL)

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXT EXTERIOR

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FLR FINISHED FLOOR

FLR FLOOR

FT FOOT, FEET

FURN FURNITURE

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GYP BD GYPSUM BOARD

HC HANDICAP

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING, VENTILATION & AIR

CONDITIONING

INCL INCLUDE(D), (ING)

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

KIT KITCHEN

LAB LABOATORY

LAV LAVATORY

LF LINEAR FEET

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINUMUM

MISC MISCELLANEOUS

MR MOISTURE RESISTANT

MTG MOUNTING

N NORTH

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OPT OPTION(AL)

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAR FEET

PLYWD PLYWOOD

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISH

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR, REFERENCE

REQD REQUIRED

RM ROOM

RO ROUGH OPENING

S SOUTH

SC SOLID CORE

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STOR STORAGE

SUSP SUSPENDED

SYS SYSTEM

TEL TELEPHONE

TEMP TEMPORARY

THRU THROUGH

TO TOP OF

TRTD TREATED

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W WEST, WIDE

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WT WEIGHT

GRAPHIC SYMBOLS

ABBREVIATIONS

PROJECT INFORMATION

NO. SHEET DESCRIPTION LATEST REVISION

ARCHITECTURAL

G101 COVER SHEET

G102 GENERAL REQUIREMENTS

A001 SPECIFICATIONS

A201 BUILDING ELEVATIONS

A202 EXISTING CONDITIONS

A203 EXISTING CONDITIONS

A204 EXISTING CONDITIONS

A205 EXISTING CONDITIONS

A206 EXISTING CONDITIONS

A207 EXISTING CONDITIONS

A208 EXISTING CONDITIONS

A209 EXISTING CONDITIONS

A210 EXISTING CONDITIONS

A211 EXISTING CONDITIONS

INDEX OF DRAWINGSLOCATION MAP

N

PROJECT LOCATION

G101

COVER SHEET

P in ea p p le A v en u e

REVISION:

DRAWN BY:

DATE:

SHEET TITLE:

P ro je ct

N o

A ãCOPYRIGHT 2025 by Tsark Architecture, LLC All rights reserved. No part of this work covered by the copyright hereon may be reproduced or used in any form or by any means - graphic, electronic or mechanical, including photocopying, recording, taping or information storage and retrieval systems - without written permission of the copyright holder.

4/30/2025

E au

G al lie L ib ra ry

M el b o u rn e, F lo ri d a

Tsark Architecture, LLC 1600 Sarno Road, Suite 212 Melbourne, Florida 32935 tel: (321) 241-6378 License Number: AA26003779

E xt er io r R en o v at io n

4.30.2025

01 10 00 GENERAL REQUIREMENTS ACCESSIBILITY NOTES 01 33 00 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR

SUBMITTING SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER MISCELLANEOUS

SUBMITTALS.

1.2 DEFINITIONS

A. ACTION SUBMITTALS: WRITTEN AND GRAPHIC INFORMATION THAT REQUIRES

ARCHITECT'S/ENGINEER'S RESPONSIVE ACTION.

B. INFORMATIONAL SUBMITTALS: WRITTEN INFORMATION THAT DOES NOT REQUIRE

ARCHITECT'S/ENGINEER'S APPROVAL. SUBMITTALS MAY BE REJECTED FOR NOT COMPLYING

WITH REQUIREMENTS.

1.3 SUBMITTAL PROCEDURES

A. GENERAL: ELECTRONIC COPIES (.PDF ONLY) OF DRAWINGS OF THE CONTRACT DRAWINGS

WILL BE PROVIDED BY ARCHITECT/ENGINEER FOR CONTRACTOR'S USE IN PREPARING

SUBMITTALS.

B. CONTRACTOR SHALL SUBMIT SOFT COPIES OF PRODUCT DATA, SHOP DRAWINGS, AND

PHYSICAL COPIES OF SAMPLES.

C. ALL SUBMITTED SHOP DRAWINGS SHALL HAVE ENHANCEMENT OR ADDITIONAL DETAILS

THAN THAT OF THE ARCHITECT'S/ENGINEER'S, REFLECTING TYPES OF MATERIAL ALREADY

SUBMITTED FOR APPROVAL AND APPROVED BY THE ARCHITECT/ENGINEER AND REFLECTING

ALL NECESSARY EQUIPMENT, IF ANY, OR ELSE THE SUBMITTED SHOP DRAWING SHALL NOT BE

CONSIDERED AS COMPLETE.

D. COORDINATION: COORDINATE PREPARATION AND PROCESSING OF SUBMITTALS WITH

PERFORMANCE OF CONSTRUCTION ACTIVITIES.

E. PROCESSING TIME: ALLOW ENOUGH TIME FOR SUBMITTAL REVIEW, INCLUDING TIME FOR

RESUBMITTALS, AS FOLLOWS. TIME FOR REVIEW SHALL COMMENCE ON

ARCHITECT'S/ENGINEER'S RECEIPT OF SUBMITTAL.

1. INITIAL REVIEW: ALLOW UP TO 14 DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL. ALLOW

ADDITIONAL TIME IF PROCESSING MUST BE DELAYED TO PERMIT COORDINATION WITH

SUBSEQUENT SUBMITTALS. ARCHITECT/ENGINEER WILL ADVISE CONTRACTOR WHEN A

SUBMITTAL BEING PROCESSED MUST BE DELAYED FOR COORDINATION.

2. CONCURRENT REVIEW: WHERE CONCURRENT REVIEW OF SUBMITTALS BY

ARCHITECT'S/ENGINEER'S CONSULTANTS, OWNER, OR OTHER PARTIES IS REQUIRED,

ALLOW UP TO 21 DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL.

3. NO EXTENSION OF THE CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO

TRANSMIT SUBMITTALS ENOUGH IN ADVANCE OF THE WORK TO PERMIT PROCESSING.

F. IDENTIFICATION: PLACE A LABEL OR TITLE BLOCK ON EACH SUBMITTAL FOR IDENTIFICATION.

1. INDICATE NAME OF FIRM OR ENTITY THAT PREPARED EACH SUBMITTAL ON LABEL OR TITLE

BLOCK.

2. PROVIDE A SPACE APPROXIMATELY 4 BY 5 INCHES (100 BY 125 MM) ON LABEL OR BESIDE

TITLE BLOCK TO RECORD CONTRACTOR'S REVIEW AND APPROVAL MARKINGS AND ACTION

TAKEN BY ARCHITECT/ENGINEER.

3. INCLUDE THE FOLLOWING INFORMATION ON LABEL FOR PROCESSING AND RECORDING

ACTION TAKEN:

a. PROJECT NAME.

b. DATE.

c. NAME OF ARCHITECT/ENGINEER.

d. NAME OF CONTRACTOR.

e. NAME OF SUBCONTRACTOR.

f. NAME OF SUPPLIER.

g. NAME OF MANUFACTURER.

h. UNIQUE IDENTIFIER, INCLUDING REVISION NUMBER.

i. NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION.

j. DRAWING NUMBER AND DETAIL REFERENCES, AS APPROPRIATE.

G. DEVIATIONS: HIGHLIGHT, ENCIRCLE, OR OTHERWISE IDENTIFY DEVIATIONS FROM THE

CONTRACT DOCUMENTS ON SUBMITTALS.

H. TRANSMITTAL: ARCHITECT/ENGINEER WILL RETURN SUBMITTALS, WITHOUT REVIEW,

RECEIVED FROM SOURCES OTHER THAN CONTRACTOR.

1. ON AN ATTACHED SEPARATE SHEET, PREPARED ON CONTRACTOR'S LETTERHEAD, RECORD

RELEVANT INFORMATION, REQUESTS FOR DATA, REVISIONS OTHER THAN THOSE

REQUESTED BY ARCHITECT/ENGINEER ON PREVIOUS SUBMITTALS, AND DEVIATIONS FROM

REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING MINOR VARIATIONS AND

LIMITATIONS. INCLUDE THE SAME LABEL INFORMATION AS THE RELATED SUBMITTAL.

2. INCLUDE CONTRACTOR'S CERTIFICATION STATING THAT INFORMATION SUBMITTED

COMPLIES WITH REQUIREMENTS OF THE CONTRACT DOCUMENTS.

I. DISTRIBUTION: FURNISH COPIES OF FINAL SUBMITTALS TO MANUFACTURERS,

SUBCONTRACTORS, SUPPLIERS, FABRICATORS, INSTALLERS, AUTHORITIES HAVING

JURISDICTION, AND OTHERS AS NECESSARY FOR PERFORMANCE OF CONSTRUCTION

ACTIVITIES.

J. USE FOR CONSTRUCTION: USE ONLY FINAL SUBMITTALS WITH MARK INDICATING ACTION

TAKEN BY ARCHITECT/ENGINEER IN CONNECTION WITH CONSTRUCTION.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. GENERAL: PREPARE AND SUBMIT ACTION SUBMITTALS REQUIRED BY CONTRACT

DOCUMENTS.

1. NUMBER OF COPIES: SUBMIT COPIES OF EACH SUBMITTAL, AS FOLLOWS, UNLESS

OTHERWISE INDICATED:

a. INITIAL SUBMITTAL: SUBMIT A PRELIMINARY SINGLE COPY OF EACH SUBMITTAL WHERE

SELECTION OF OPTIONS, COLOR, PATTERN, TEXTURE, OR SIMILAR CHARACTERISTICS IS

REQUIRED. ARCHITECT/ENGINEER, WILL RETURN SUBMITTAL WITH OPTIONS SELECTED.

B. PRODUCT DATA: COLLECT INFORMATION INTO A SINGLE SUBMITTAL FOR EACH ELEMENT OF

CONSTRUCTION AND TYPE OF PRODUCT OR EQUIPMENT. l

1. IF INFORMATION MUST BE SPECIALLY PREPARED FOR SUBMITTAL BECAUSE STANDARD

PRINTED DATA ARE NOT SUITABLE FOR USE, SUBMIT AS SHOP DRAWINGS, NOT AS

PRODUCT DATA.

2. MARK EACH COPY OF EACH SUBMITTAL TO SHOW WHICH PRODUCTS AND OPTIONS ARE

APPLICABLE.

3. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE:

a. MANUFACTURER'S WRITTEN RECOMMENDATIONS.

b. MANUFACTURER'S PRODUCT SPECIFICATIONS.

c. MANUFACTURER'S INSTALLATION INSTRUCTIONS.

d. STANDARD COLOR CHARTS.

e. MANUFACTURER'S CATALOG CUTS.

f. WIRING DIAGRAMS SHOWING FACTORY-INSTALLED WIRING.

g. PRINTED PERFORMANCE CURVES.

h. OPERATIONAL RANGE DIAGRAMS.

i. MILL REPORTS.

j. STANDARD PRODUCT OPERATING AND MAINTENANCE MANUALS.

k. COMPLIANCE WITH RECOGNIZED TRADE ASSOCIATION STANDARDS.

l. COMPLIANCE WITH RECOGNIZED TESTING AGENCY STANDARDS.

m. APPLICATION OF TESTING AGENCY LABELS AND SEALS.

n. NOTATION OF COORDINATION REQUIREMENTS.

C. SHOP DRAWINGS: PREPARE PROJECT-SPECIFIC INFORMATION, DRAWN ACCURATELY TO

SCALE. DO NOT BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS

OR STANDARD PRINTED DATA.

D. SAMPLES: PREPARE PHYSICAL UNITS OF MATERIALS OR PRODUCTS, INCLUDING THE

FOLLOWING:

1. SAMPLES FOR INITIAL SELECTION: SUBMIT MANUFACTURER'S COLOR CHARTS CONSISTING

OF UNITS OR SECTIONS OF UNITS SHOWING THE FULL RANGE OF COLORS, TEXTURES, AND

PATTERNS AVAILABLE.

SAMPLES FOR VERIFICATION: SUBMIT FULL-SIZE UNITS OR SAMPLES OF SIZE INDICATED,

PREPARED FROM THE SAME MATERIAL TO BE USED FOR THE WORK, CURED AND FINISHED

IN MANNER SPECIFIED, AND PHYSICALLY IDENTICAL WITH THE PRODUCT PROPOSED FOR

USE, AND THAT SHOW FULL RANGE OF COLOR AND TEXTURE VARIATIONS EXPECTED.

SAMPLES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: PARTIAL SECTIONS OF

MANUFACTURED OR FABRICATED COMPONENTS; SMALL CUTS OR CONTAINERS OF

MATERIALS; COMPLETE UNITS OF REPETITIVELY USED MATERIALS; SWATCHES SHOWING

COLOR, TEXTURE, AND PATTERN; COLOR RANGE SETS; AND COMPONENTS USED FOR

INDEPENDENT TESTING AND INSPECTION.

2. PREPARATION: MOUNT, DISPLAY, OR PACKAGE SAMPLES IN MANNER SPECIFIED TO

FACILITATE REVIEW OF QUALITIES INDICATED. PREPARE SAMPLES TO MATCH

ARCHITECT'S/ENGINEER'S SAMPLE WHERE SO INDICATED. ATTACH LABEL ON UNEXPOSED

SIDE THAT INCLUDES THE FOLLOWING:

a. GENERIC DESCRIPTION OF SAMPLE.

b. PRODUCT NAME OR NAME OF MANUFACTURER.

c. SAMPLE SOURCE.

3. ADDITIONAL INFORMATION: ON AN ATTACHED SEPARATE SHEET, PREPARED ON

CONTRACTOR'S LETTERHEAD, PROVIDE THE FOLLOWING, AS APPLICABLE:

a. SIZE LIMITATIONS.

b. COMPLIANCE WITH RECOGNIZED STANDARDS.

c. AVAILABILITY.

d. DELIVERY TIME.

4. SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE FOR A FINAL

CHECK OF THESE CHARACTERISTICS WITH OTHER ELEMENTS AND FOR A COMPARISON OF

THESE CHARACTERISTICS BETWEEN FINAL SUBMITTAL AND ACTUAL COMPONENT AS

DELIVERED AND INSTALLED.

5. NUMBER OF SAMPLES FOR INITIAL SELECTION: SUBMIT ONE FULL SET OF AVAILABLE

CHOICES WHERE COLOR, PATTERN, TEXTURE, OR SIMILAR CHARACTERISTICS ARE

REQUIRED TO BE SELECTED FROM MANUFACTURER'S PRODUCT LINE.

ARCHITECT/ENGINEER WILL RETURN SUBMITTAL WITH OPTIONS SELECTED.

6. DISPOSITION: MAINTAIN SETS OF APPROVED SAMPLES AT PROJECT SITE, AVAILABLE FOR

QUALITY- CONTROL COMPARISONS THROUGHOUT THE COURSE OF CONSTRUCTION

ACTIVITY. SAMPLE SETS MAY BE USED TO DETERMINE FINAL ACCEPTANCE OF

CONSTRUCTION ASSOCIATED WITH EACH SET.

2.2 INFORMATIONAL SUBMITTALS

A. GENERAL: PREPARE AND SUBMIT INFORMATIONAL SUBMITTALS REQUIRED BY OTHER

SPECIFICATION SECTIONS.

1. CERTIFICATES AND CERTIFICATIONS: PROVIDE A NOTARIZED STATEMENT THAT INCLUDES

SIGNATURE OF ENTITY RESPONSIBLE FOR PREPARING CERTIFICATION. CERTIFICATES AND

CERTIFICATIONS SHALL BE SIGNED BY AN OFFICER OR OTHER INDIVIDUAL AUTHORIZED TO

SIGN DOCUMENTS ON BEHALF OF THAT ENTITY.

2. TEST AND INSPECTION REPORTS: COMPLY WITH REQUIREMENTS IN CONTRACT

DOCUMENTS

B. CONTRACTOR'S CONSTRUCTION SCHEDULE:

C. MATERIAL TEST REPORTS: PREPARE REPORTS WRITTEN BY A QUALIFIED TESTING AGENCY, ON

TESTING AGENCY'S STANDARD FORM, INDICATING AND INTERPRETING TEST RESULTS OF

MATERIAL FOR COMPLIANCE WITH REQUIREMENTS.

D. MAINTENANCE DATA: PREPARE WRITTEN AND GRAPHIC INSTRUCTIONS AND PROCEDURES

FOR OPERATION AND NORMAL MAINTENANCE OF PRODUCTS AND EQUIPMENT. COMPLY

WITH GENERAL REQUIREMENTS.

E. MANUFACTURER'S INSTRUCTIONS: PREPARE WRITTEN OR PUBLISHED INFORMATION THAT

DOCUMENTS MANUFACTURER'S RECOMMENDATIONS, GUIDELINES, AND PROCEDURES FOR

INSTALLING OR OPERATING A PRODUCT OR EQUIPMENT. INCLUDE NAME OF PRODUCT AND

NAME, ADDRESS, AND TELEPHONE NUMBER OF MANUFACTURER. INCLUDE THE FOLLOWING,

AS APPLICABLE:

1. PREPARATION OF SUBSTRATES.

2. RECOMMENDATIONS FOR CLEANING AND PROTECTION.

F. MANUFACTURER'S FIELD REPORTS: PREPARE WRITTEN INFORMATION DOCUMENTING

FACTORY-AUTHORIZED SERVICE REPRESENTATIVE'S TESTS AND INSPECTIONS. INCLUDE THE

FOLLOWING, AS APPLICABLE:

1. NAME, ADDRESS, AND TELEPHONE NUMBER OF FACTORY-AUTHORIZED SERVICE

REPRESENTATIVE MAKING REPORT.

2. STATEMENT ON CONDITION OF SUBSTRATES AND THEIR ACCEPTABILITY FOR INSTALLATION

OF PRODUCT.

3. STATEMENT THAT PRODUCTS AT PROJECT SITE COMPLY WITH REQUIREMENTS.

4. SUMMARY OF INSTALLATION PROCEDURES BEING FOLLOWED, WHETHER THEY COMPLY

WITH REQUIREMENTS AND, IF NOT, WHAT CORRECTIVE ACTION WAS TAKEN.

5. RESULTS OF OPERATIONAL AND OTHER TESTS AND A STATEMENT OF WHETHER OBSERVED

PERFORMANCE COMPLIES WITH REQUIREMENTS.

6. STATEMENT WHETHER CONDITIONS, PRODUCTS, AND INSTALLATION WILL AFFECT

WARRANTY.

G. INSURANCE CERTIFICATES AND BONDS: PREPARE WRITTEN INFORMATION INDICATING

CURRENT STATUS OF INSURANCE OR BONDING COVERAGE. INCLUDE NAME OF ENTITY

COVERED BY INSURANCE OR BOND, LIMITS OF COVERAGE, AMOUNTS OF DEDUCTIBLES, IF

ANY, AND TERM OF THE COVERAGE.

H. MONTHLY PROGRESS REPORT: REPORT SHALL INCLUDE THE FOLLOWING:

1. SCHEDULE OF PLANNING WITH UPDATES AND CURRENT SITUATION AT THE DATE OF

REPORT PREPARATION.

2. UPDATED CASHFLOW.

3. SUBMITTALS LOG.

4. CONSTRUCTION PROGRESS PHOTOGRAPHS

5. DAILY REPORTS

6. VARIATION ORDERS.

7. PAYMENT CERTIFICATES.

8. LIST OF PROBLEMS FACED ON SITE.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. REVIEW EACH SUBMITTAL AND CHECK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS.

NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH APPROVAL STAMP BEFORE

SUBMITTING TO ARCHITECT/ENGINEER.

B. APPROVAL STAMP: STAMP EACH SUBMITTAL WITH A UNIFORM, APPROVAL STAMP. INCLUDE

PROJECT NAME AND LOCATION, SUBMITTAL NUMBER, SPECIFICATION SECTION TITLE AND

NUMBER, NAME OF REVIEWER, DATE OF CONTRACTOR'S APPROVAL, AND STATEMENT

CERTIFYING THAT SUBMITTAL HAS BEEN REVIEWED, CHECKED, AND APPROVED FOR

COMPLIANCE WITH THE CONTRACT DOCUMENTS.

3.2 ARCHITECT'S/ENGINEER'S ACTION

A. GENERAL: ARCHITECT/ENGINEER WILL NOT REVIEW SUBMITTALS THAT DO NOT BEAR

CONTRACTOR'S APPROVAL STAMP AND WILL RETURN THEM WITHOUT ACTION.

B. ACTION SUBMITTALS: ARCHITECT/ENGINEER WILL REVIEW EACH SUBMITTAL, MAKE MARKS

TO INDICATE CORRECTIONS OR MODIFICATIONS REQUIRED, AND RETURN IT.

ARCHITECT/ENGINEER WILL ATTACH A COVER LETTER TO EACH SUBMITTAL INDICATING AN

ACTION TO BE TAKEN, AS FOLLOWS:

1. REVIEWED

2. REVIEWED WITH COMMENTS

3. REVISE AND RESUBMIT

4. REJECTED

5. FOR INFORMATION ONLY

C. INFORMATIONAL SUBMITTALS: ARCHITECT/ENGINEER WILL REVIEW EACH SUBMITTAL AND

WILL NOT RETURN IT, OR WILL REJECT AND RETURN IT IF IT DOES NOT COMPLY WITH

REQUIREMENTS. ARCHITECT/ENGINEER WILL FORWARD EACH SUBMITTAL TO APPROPRIATE

PARTY.

D. SUBMITTALS NOT REQUIRED BY THE CONTRACT DOCUMENTS WILL NOT BE REVIEWED AND

MAY BE DISCARDED.

ALL WORK SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010), THE CURRENT

VERSION OF FLORIDA BUILDING CODE -- ACCESSIBILITY, AND LOCAL ACCESSIBILITY

REGULATIONS TO INCLUDE BUT NOT LIMITED TO THE FOLLOWING:

1. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,

THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE

LATCH IS 5 SECONDS MINIMUM.

1. THE ARCHITECT HAS PREPARED THIS SET OF CONTRACT DOCUMENTS BASED ON VISUAL

INSPECTION OF THE EXISTING PREMISES AND ON INFORMATION PROVIDED BY THE OWNER.

2. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY TO MEET THE

STANDARD OF CARE FOR A COMPLETE JOB.

3. CONSTRUCTION SHALL COMPLY WITH THE FLORIDA BUILDING CODE.

4. ALL BUILDINGS SHALL BE REMODELED TO MEET ALL APPLICABLE CODES AS ISSUED IN SECTIONS 453 AND 468 OF THE CURRENT FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE, AND ALL

REFERENCED CODES AS STATED THEREIN.

5. ALL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION

AGENCY (EPA), STATE AND LOCAL ENVIRONMENTAL LAWS AND REGULATIONS. THE CONTRACTOR

SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. THE REQUIRED BUILDING PERMITS

SHALL BE OBTAINED THROUGH THE CITY OF MELBOURNE FACILITIES MANAGEMENT BUILDING

DEPARTMENT PRIOR TO THE START OF CONSTRUCTION. THESE PERMITS, AS WELL AS ALL

ENVIRONMENTAL PERMITS SHALL BE POSTED AT THE JOBSITE.

6. ALL WORK SHALL BE TO THE BEST PRACTICE OF EACH TRADE.

7. TO ESTABLISH THE COMPREHENSIVE SCOPE OF THEIR WORK AND TO ASSURE CLOSE

COORDINATION WITH THE OTHER TRADES, EACH CONTRACTOR SHALL COMPLETELY REVIEW THE

PLANS AND SPECIFICATIONS, NOT ONLY FOR HIS RESPECTIVE TRADE BUT FOR THE WORK OF OTHER TRADES AS WELL. TITLES OF DIVISIONS AND SECTIONS IN SPECIFICATIONS IDENTIFYING WORK ARE

PROVIDED FOR ORGANIZATIONAL AND REFERENCE PURPOSES AND SHALL NOT BE TAKEN AS AN

ABSOLUTE SEPARATION OF THE TRADES OF THE UNITS OF MATERIAL AND LABOR. THE DOCUMENTS

ARE COMPLIMENTARY AND INTERDEPENDENT.

8. ALL SUBCONTRACTORS FOR DEMOLITION AND REMEDIATION SHALL BE LICENSED TO OPERATE IN

BREVARD COUNTY, FLORIDA.

9. ALL SUBCONTRACTORS SHALL BE LICENSED TO OPERATE IN BREVARD COUNTY, FLORIDA.

10. BUILDING PRODUCTS SHALL NOT CONTAIN ASBESTOS, LEAD, FORMALDEHYDE, MERCURY,

VOLATILE ORGANIC COMPOUNDS (VOCS) OR ANY OTHER HARMFUL PRODUCTS. ONLY NON TOXIC

ADHESIVES ARE TO BE USED.

11. NO ASBESTOS CONTAINING BUILDING MATERIALS MAY BE USED DURING THE CONSTRUCTION OF

NEW BUILDINGS/STRUCTURES AND/OR THE RENOVATION/ REMODELING OF ANY EXISTING

BUILDINGS OR STRUCTURES.

12. ASBESTOS REMOVAL SHALL BE PERFORMED BY THE ABATEMENT CONTRACTOR.

13. ALL DIMENSIONS GOVERNED BY EXISTING CONDITIONS ARE APPROXIMATE. ALL SUCH

DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO

PROCEEDING WITH ANY WORK. SHOULD CONDITIONS OR DIMENSIONS VARY FROM THOSE SHOWN,

THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE PROCEEDING. USE FIGURED DIMENSIONS.

WHERE DIMENSIONS ARE SHOWN WITH A "±", ADJUSTMENTS MAY BE MADE TO SUIT FIELD

CONDITIONS.

14. DETAILS NOT SHOWN ARE SIMILAR IN NATURE TO THOSE DETAILED. WHERE SPECIFIC

DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT ARCHITECT BEFORE PROCEEDING WITH WORK. TYPICAL DETAILS APPLY AT ALL SIMILAR CONDITIONS WHETHER CROSS

REFERENCED OR NOT.

15. DO NOT SCALE DRAWINGS. WHERE DIMENSIONS OR EXACT LOCATIONS ARE REQUIRED AND NOT

INCLUDED ON THE DRAWINGS, REQUEST INFORMATION FROM ARCHITECT.

16. CONSTRUCTION OF WORK INDICATED ON THE DRAWINGS AS (N.I.C) IS NOT IN CONTRACT.

17. THE CONTRACTOR IS TO PRESERVE AND PROTECT ALL EXISTING VEGETATION SUCH AS TREES, SHRUBS AND GRASS ADJACENT TO THE SITEWORK WHICH IS NOT TO BE REMOVED AND WHICH DOES NOT INTERFERE WITH THE CONSTRUCTION WORK. THE CONTRACTOR, AT NO ADDITIONAL COST TO

OWNER, SHALL REPLACE DAMAGED VEGETATION RESULTING FROM CONTRACTOR OPERATIONS

WITH A COMPARABLE SPECIMEN.

18. THE CONTRACTOR SHALL PROTECT UNDERGROUND AND OVERHEAD UTILITIES AT ALL TIMES.

CARE SHOULD BE TAKEN WHEN THE CONTRACTOR IS REQUIRED TO TIE INTO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY BREVARD COUNTY 72 HOURS IN ADVANCE TO SCHEDULE ANY UTILITY CONNECTIONS. THE CONTRACTOR, AT NO ADDITIONAL COST TO OWNER, SHALL REPAIR ANY AND ALL

DAMAGE TO UTILITIES RESULTING FROM CARELESS OPERATIONS.

19. THROUGHOUT THE DURATION OF CONSTRUCTION, THE CONTRACTOR SHALL MAKE EVERY

EFFORT TO ENSURE THE BUILDING REMAIN IN DRIED-IN CONDITION AND PREVENT UNLAWFUL ENTRY

INTO THE CONSTRUCTION SITE.

20. LIMIT PERIMETER ACCESS OPENINGS TO THOSE REQUIRED FOR LIFE SAFETY CONFORMANCE AND

AS NECESSARY FOR INDEPENDENT PUBLIC USE (I.E. AUDITORIUMS, GYMNASIUMS).

21. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION ACCESS AND STAGING AREA PLAN FOR

OWNER APPROVAL.

22. ACCESS TO AND FROM THE SITE MUST BE COORDINATED WITH THE OWNER'S SCHEDULE OF

OPERATIONS AND GENERAL CONTRACTOR.

23. THE CONTRACTOR SHALL COORDINATE THE USE OF ANY EXISTING BUILDINGS, UTILITIES AND

AVAILABLE AREAS FOR THE CONTRACTOR'S USE INCLUDING STAGING AREAS WITH THE OWNER.

24. SAFETY BARRIER REQUIREMENTS TO KEEP INTERACTIONS BETWEEN ADJACENT TENTANTS AND CONSTRUCTION WORKERS TO A MINIMUM. ANY BARRIERS DIRECTLY ADJACENT TO OCCUPIED AREAS OR PATHS OF CIRCULATION MUST BE SOLID TO A MINIMUM HEIGHT OF 6'. NO BARRIER SHALL

IMPEDE THE MEANS OF EGRESS.

25. CONTROL MEASURES TO KEEP SNAKES, RODENTS, BIRDS, AND OTHER ANIMALS FROM ENTERING

IN THE BUILDING(S) DURING THE CONSTRUCTION PERIOD.

26. OWNER SHALL RETAIN ALL SAVAGE RIGHTS UNTIL THE RIGHTS ARE RELEASED BY THE OWNER.

27. ACCURATE RECORD DOCUMENTS ARE TO BE RECORDED FOR LOCATIONS OF UNDERGROUND

STRUCTURES AND UTILITIES.

28. EACH SUBCONTRACTOR SHALL CALL FOR UTILITY LOCATES OR COORDINATE DIRECTLY WITH THE

GENERAL CONTRACTOR PRIOR TO ALL DIGGING OPERATIONS.

29. CONTRACTOR TO PROVIDE A COMPLETE SUBMITTAL REQUIREMENT MATRIX FOR EACH PRODUCT

LISTING ALL ANTICIPATED SUBMITTALS CROSS REFERENCED WITH THE SECTION NUMBER.

30. THE QUANTITY OF SUBMITTALS THAT WILL BE REQUIRED FOR THE PROJECT INCLUDING THE

NUMBER OF SAMPLES, PRODUCT DATA AND SHOP DRAWINGS REQUIRED TO BE DETERMINED.

31. ALTERNATES MAY BE USED AS REQUIRED BY THE SCOPE OF WORK. THESE WILL BE DETERMINED

BY THE ARCHITECT AND USED UNDER THE DIRECTION OF THE OWNER.

32. PROGRESS PAYMENTS TO BE SUBMITTED MONTHLY.

33. A SCHEDULE OF VALUES SHALL BE SUBMITTED AND APPROVED PRIOR TO THE INITIAL PAY

REQUEST.

34. "AS-BUILT DOCUMENTS" WILL BE REVIEWED MONTHLY AS A CONDITION TO THE PAY

APPLICATION.

35. AN INITIAL COPY OF THE PAY APPLICATION SHALL BE SUBMITTED AS A "PENCIL COPY" FOR

REVIEW ON OR BEFORE THE DATE SCHEDULED FOR THE FIELD OBSERVATION.

36. THE PROJECT SHALL HAVE FULL TIME, CONSTRUCTION REPRESENTATION DURING ALL HOURS OF

OPERATION. THIS REPRESENTATION CAN BE IN THE FORM OF A PROJECT MANAGER OR

SUPERINTENDENT.

37. A DAILY REPORT IS TO BE KEPT BY THE CONTRACTOR AND A WEEKLY REPORT IS TO BE

SUBMITTED TO OWNER'S REPRESENTATIVE SHOWING CURRENT PROJECT STATUS, THREE WEEK LOOK

AHEAD, ISSUES AND PROBLEMS, PERMIT STATUS AND PERCENT COMPLETE.

38. CONTRACTOR SHALL ATTEND WEEKLY MEETINGS WITH OWNER AT TIME / DATE TBD.

39. THE CONSTRUCTION SCHEDULE WILL BE UPDATED MONTHLY AT EACH PAY REQUEST AND BE

REVIEWED AT THAT TIME AS A CONDITION OF THE PAY APPLICATION.

40. ALL SUBSTITUTION REQUESTS FROM THE CONTRACTOR SHALL BE REVIEWED BY THE ARCHITECT

AND ACCEPTED BY OWNER'S REPRESENTATIVE BASED ON THE ARCHITECT'S RECOMMENDATION

PRIOR TO INCORPORATION INTO THE WORK.

41. CONTRACTOR TO PROVIDE FINAL CLEANING. OWNER RESERVES THE RIGHT TO PROVIDE

CLEANING SERVICES WHEN CLEAN-UP HAS NOT BEEN PROVIDED TO THE SATISFACTION OF THE

OWNER. ASSOCIATED COSTS WILL BE CHARGED BACK TO THE CONTRACTOR.

42. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING LADDERS OR OTHER MEANS OF ACCESS TO

THE AUTHORITY HAVING JURISDICTION (AHJ), ARCHITECT, ENGINEER, AND OWNER REQUIRED

OBSERVATIONS AND INSPECTIONS.

43. ALL MATERIAL SAFETY DATA SHEETS ON ANY HAZARDOUS PRODUCT FOR FILING AT THE JOB SITE.

THESE SHEETS SHALL ALSO BE INCLUDED IN CLOSEOUT DOCUMENTATION.

44. CONTRACTOR TO INCLUDE DIGITAL COPY OF ALL CLOSE OUT DOCUMENTS.

45. CONTRACTOR SHALL WARRANT THE PROJECT FOR A TERM OF ONE YEAR FROM THE DATE OF

FINAL COMPLETION OF THE ENTIRE PROJECT REGARDLESS OF PARTIAL OCCUPANCY.

46. ELECTROLYTIC PROTECTION SHALL BE PROVIDED BETWEEN DISSIMILAR METALS WHENEVER THE

TWO ARE IN CONTACT.

47. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND

FOUNDATIONS, BETWEEN WALL AND ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OF UTILITIES THROUGH THE BUILDING ENVELOPE SHALL BE SEALED W/ BACKER ROD IF REQUIRED, FLASHED OR WEATHER-STRIPPED AS REQUIRED FOR COMPATIBILITY WITH ADJACENT MATERIALS TO ELIMINATE

AIR LEAKAGE AND WATER INFILTRATION, AND TO MEET THE REQUIREMENTS OF THE FLORIDA

MODEL ENERGY CODE AS APPLICABLE.

G102

GENERAL

P in ea p p le A v en u e

REVISION:

DRAWN BY:

DATE:

SHEET TITLE:

P ro je ct

N o

A ãCOPYRIGHT 2025 by Tsark Architecture, LLC All rights reserved. No part of this work covered by the copyright hereon may be reproduced or used in any form or by any means - graphic, electronic or mechanical, including photocopying, recording, taping or information storage and retrieval systems - without written permission of the copyright holder.

4/30/2025

E au

G al lie L ib ra ry

M el b o u rn e, F lo ri d a

Tsark Architecture, LLC 1600 Sarno Road, Suite 212 Melbourne, Florida 32935 tel: (321) 241-6378 License Number: AA26003779

E xt er io r R en o v at io n

REQUIREMENTS

4.30.2025

Mike.Mcgrew Cross-Out

SUBMITTAL REQUIREMENTS

SECTION ITEM

DIVISION 1 GENERAL

01 10 00 GENERAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

DIVISION 7 THERMAL AND MOISTURE PROTECTION

07 92 00 SEALANTS AND CAULKING

DIVISION 8

08 85 00 GLAZING SEALANTS

DIVISION 9 FINISHES

09 24 23 CEMENT STUCCO

09 91 13 EXTERIOR PAINTING

07 92 00 SEALANTS AND CAULKING

1. EXTERIOR "GENERAL SEALANTS" SEALANTS SHALL BE A

URETHANE PRODUCT (EQUAL TO SONNERBORN NP-1) TEST

SAMPLE AREA TO ASSURE COMPATIBLE WITH ADJACENT

MATERIALS AND PAINTABLE.

2. REFER TO MANUFACTURED SYSTEMS FOR SEALANT TYPE

RECOMMENDED BY MANUFACTURER.

3. MISCELLANEOUS MATERIALS SHALL INCLUDE BACKER RODS

FOR A WEATHER TIGHT SYSTEM.

4. PROVIDE NEW LATEX BASED, LOW VOC. CAULKING AT JOINTS

BETWEEN CHANGES IN MATERIALS (I.E. WALLS AT DOORS,

WINDOWS AND FRAMES, BUILT-IN CABINETS, ETC.

08 85 00 - GLAZING SEALANTS

1.1 MANUFACTURERS

A. BASIS-OF-DESIGN PRODUCTS: PROVIDE JOINT SEALANT

PRODUCTS MANUFACTURED BY TREMCO, INC., COMMERCIAL

SEALANTS AND WATERPROOFING DIVISION, AN RPM

COMPANY, BEACHWOOD OH; (866) 321-6357;

WWW.TREMCOSEALANTS.COM, OR COMPARABLE PRODUCTS

OF OTHER MANUFACTURER APPROVED BY ARCHITECT IN

ACCORDANCE WITH INSTRUCTIONS TO BIDDERS AND

DIVISION 01 GENERAL REQUIREMENTS.

1.2 MATERIALS, GENERAL

A. COMPATIBILITY: PROVIDE JOINT SEALANTS AND ACCESSORY

MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER, AND

WITH ADJACENT MATERIALS, AS DEMONSTRATED BY

SEALANT MANUFACTURER USING ASTM C 1087 TESTING AND

RELATED EXPERIENCE.

B. JOINT SEALANT STANDARD: COMPLY WITH ASTM C 920 AND

OTHER SPECIFIED REQUIREMENTS FOR EACH JOINT

SEALANT.

C. STAIN TEST CHARACTERISTICS: WHERE SEALANTS ARE

REQUIRED TO BE NONSTAINING, PROVIDE SEALANTS TESTED

PER ASTM C 1248 AS NON-STAINING ON POROUS JOINT

SUBSTRATES SPECIFIED.

1.3 SILICONE GLAZING SEALANTS

A. SINGLE-COMPONENT, NONSAG, NON-STAINING,

NEUTRAL-CURING SILICONE JOINT SEALANT: ASTM C 920,

TYPE S, GRADE NS, CLASS 50, USE NT; SWRI VALIDATED.

1. BASIS OF DESIGN PRODUCT: TREMCO, INC., SPECTREM 2.

2. TENSILE STRENGTH, ASTM D 412: 220 PSI, AT 100 PERCENT

ELONGATION.

3. TEAR STRENGTH, ASTM D 624: 35 PLI.

4. PEEL STRENGTH, ASTM C 794: 30 PLI.

5. HARDNESS, ASTM C 661: 37 DUROMETER SHORE A, MINIMUM.

6. VOLATILE ORGANIC COMPOUND (VOC) CONTENT: 44 G/L

MAXIMUM.

7. STAINING, ASTM C 1248: NONE ON CONCRETE, MARBLE,

GRANITE, LIMESTONE, AND BRICK.

8. COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S

STANDARD LINE OF NOT LESS THAN 10 COLORS.

1.4 JOINT SEALANT ACCESSORIES

A. CYLINDRICAL SEALANT BACKING: ASTM C 1330, TYPE B

NON-ABSORBENT, BI-CELLULAR MATERIAL WITH SURFACE

SKIN, OR TYPE O OPEN-CELL POLYURETHANE, AS

RECOMMENDED BY SEALANT MANUFACTURER FOR

APPLICATION.

B. BOND BREAKER TAPE: POLYMER TAPE COMPATIBLE WITH

JOINT SEALANT AND ADJACENT MATERIALS AND

RECOMMENDED BY SEALANT MANUFACTURER.

C. JOINT SUBSTRATE PRIMERS: SUBSTRATE PRIMER

RECOMMENDED BY SEALANT MANUFACTURER FOR

APPLICATION.

D. CLEANERS: CHEMICAL CLEANERS ACCEPTABLE TO JOINT

SEALANT MANUFACTURER.

E. MASKING TAPE: NON-STAINING, NON-ABSORBENT TAPE

PRODUCT COMPATIBLE WITH JOINT SEALANTS AND

ADJACENT JOINT SURFACES.

09 24 23 CEMENT STUCCO

PART 1 GENERAL

1.1 SUMMARY

A. MATERIALS AND INSTALLATION OF EXTERIOR STUCCO WALL

COVERING BACKED WITH AIR/MOISTURE BARRIER AND WRB.

1.2 DESIGN REQUIREMENTS

A. MOISTURE CONTROL

1. PREVENT THE ACCUMULATION OF WATER INTO OR BEHIND THE

STUCCO, EITHER BY CONDENSATION OR LEAKAGE INTO THE

WALL CONSTRUCTION, IN THE DESIGN AND DETAILING OF THE

WALL ASSEMBLY:

a. PROVIDE CORROSION RESISTANT FLASHING TO PROTECT

EXPOSED ELEMENTS AND TO DIRECT WATER TO THE

EXTERIOR, INCLUDING, ABOVE WINDOW AND DOOR HEADS,

BENEATH WINDOW AND DOOR SILLS, AT FLOOR LINES, AT

ROOF/WALL INTERSECTIONS, DECKS, ABUTMENTS OF

LOWER WALLS WITH HIGHER WALLS, ABOVE PROJECTING

FEATURES, AND AT THE BASE OF THE WALL.

b. AIR LEAKAGE PREVENTION - PREVENT EXCESS AIR

LEAKAGE IN THE DESIGN AND DETAILING OF THE

WALL ASSEMBLY. PROVIDE CONTINUITY BETWEEN AIR

BARRIER COMPONENTS IN THE WALL ASSEMBLY.

c. VAPOR DIFFUSION AND CONDENSATION - PERFORM A DEW

POINT ANALYSIS AND/OR DYNAMIC HYDROTHERMAL

MODELING OF THE WALL ASSEMBLY TO DETERMINE THE

POTENTIAL FOR ACCUMULATION OF MOISTURE IN THE

WALL ASSEMBLY AS A RESULT OF WATER VAPOR

DIFFUSION AND CONDENSATION.

ADJUST WALL ASSEMBLY COMPONENTS ACCORDINGLY TO

MINIMIZE THE RISK OF CONDENSATION. AVOID THE USE OF

VAPOR RETARDERS ON THE INTERIOR SIDE OF THE WALL IN

WARM, HUMID CLIMATES.

d. PROVIDE STOGUARD AIR/MOISTURE BARRIER OVER

SHEATHING.

e. AT THROUGH WALL EXPANSION JOINTS AND AT JOINTS

FORMED WITH BACK-TO-BACK CASING BEADS, BACK JOINTS

WITH STOGUARD TRANSITION MEMBRANE. REFER TO STO

GUIDE DETAILS AT WWW.STOCORP.COM.

f. SEAL STUCCO TERMINATIONS AND ACCESSORY BUTT

JOINTS WITH APPROPRIATE SEALANT. SEAL ALL

PENETRATIONS THROUGH THE STUCCO WALL ASSEMBLY

WITH APPROPRIATE SEALANT, OR BACKER ROD AND

SEALANT, AS DICTATED BY JOINT TYPE.

B. JOINTS AND ACCESSORIES

1. PROVIDE TWO-PIECE EXPANSION JOINTS IN THE STUCCO

ASSEMBLY WHERE BUILDING MOVEMENT IS ANTICIPATED: AT

JOINTS IN THE SUBSTRATE OR SUPPORTING CONSTRUCTION,

WHERE THE SYSTEM IS TO BE INSTALLED OVER DISSIMILAR

CONSTRUCTION OR SUBSTRATES, AT CHANGES IN BUILDING

HEIGHT, AT FLOOR LINES, AT COLUMNS AND CANTILEVERED

AREAS.

2. PROVIDE ONE PIECE EXPANSION JOINTS EVERY 144 FT2. CUT

AND WIRE TIE LATH TO THE EXPANSION JOINT ACCESSORY SO

LATH IS DISCONTINUOUS AT OR BENEATH THE ACCESSORY. DO

NOT EXCEED LENGTH TO WIDTH RATIO OF 2-1/2:1 IN

EXPANSION JOINT LAYOUT AND DO NOT EXCEED MORE THAN

18 FEET IN ANY DIRECTION WITHOUT AN EXPANSION JOINT.

WHERE CASING BEAD IS USED BACK-TO-BACK AS THE

EXPANSION JOINT, BACK THE JOINT WITH STOGUARD

TRANSITION MEMBRANE.

3. PROVIDE ONE PIECE EXPANSION JOINTS AT THROUGH WALL

PENETRATIONS, FOR EXAMPLE, ABOVE AND BELOW DOORS OR

WINDOWS.

4. PROVIDE MINIMUM 3/8 INCH WIDE JOINTS WHERE THE SYSTEM

ABUTS WINDOWS, DOORS AND OTHER THROUGH WALL

PENETRATIONS.

5. PROVIDE APPROPRIATE ACCESSORIES AT STUCCO

TERMINATIONS AND JOINTS.

6. AVOID THE USE OF CHANNEL REVEAL ACCESSORIES WHICH

CAN INTERFERE WITH PROPER DRAINAGE AND PROPER

STRESS RELIEF.

7. PROVIDE APPROPRIATE SEALANT AT STUCCO TERMINATIONS

AND AT STUCCO ACCESSORY BUTT JOINTS.

8. INDICATE LOCATION OF JOINTS, ACCESSORIES AND

ACCESSORY TYPE ON ARCHITECTURAL DRAWINGS.

C. STUCCO THICKNESS (DOES NOT INCLUDE PRIMER OR

TEXTURED FINISH COAT)

1. APPLICATION TO METAL PLASTER BASES: STUCCO THICKNESS

SHALL BE UNIFORM ¾ INCH OR 7/8 INCH. STUCCO THICKNESS

SHALL NOT EXCEED 7/8 INCH.

2. STUCCO SHALL BE APPLIED IN 2 COATS, SCRATCH AND BROWN

COAT, TO ACHIEVE THE PRESCRIBED THICKNESS.

3. THICKNESS SHALL BE UNIFORM THROUGHOUT THE WALL

AREA.

1.3 WARRANTY

A. PROVIDE MANUFACTURER'S 10 YEAR WARRANTY.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. AIR/MOISTURE BARRIER, PORTLAND CEMENT STUCCO,

STUCCO PRIMERS, AND STUCCO FINISHES.

1. BASIS OF DESIGN: STO CORP., 3800 CAMP CREEK PARKWAY,

BUILDING 1400, SUITE 120. ATLANTA, GA 30331

2.2 AIR/MOISTURE BARRIER

A. STOGUARD FLUID APPLIED AIR/MOISTURE BARRIER FOR

SHEATHING, CONCRETE, AND CONCRETE MASONRY

SUBSTRATES CONSISTING OF MULTIPLE COMPATIBLE

COMPONENTS:

1. STO GOLD FILL -- READY MIXED ACRYLIC BASED FLEXIBLE

JOINT TREATMENT FOR ROUGH OPENING PROTECTION, JOINT

TREATMENT OF WALL SHEATHING, AND DETAIL COMPONENT

FOR SHIPLAP CONNECTIONS WITH FLASHING, WEEP SCREED,

AND SIMILAR SHIP LAP DETAILS.

2. STO GOLD COAT -- READY MIXED FLEXIBLE WATERPROOF

COATING FOR WALL SHEATHING, CONCRETE AND CMU WALL

SURFACES

3. STO AIR SEAL - READY MIXED MEDIUM-HIGH BUILD COATING

APPLIED BY BRUSH, ROLLER OR SPRAY FOR ROUGH OPENING

PROTECTION OF FRAME WALLS AND JOINT TREATMENT OF

SHEATHING WHEN USED WITH STOGUARD FABRIC. ALSO USED

AS A DETAIL COMPONENT WITH STOGUARD FABRIC TO SPLICE

OVER BACK FLANGE OF STARTER TRACK, FLASHING, AND

SIMILAR SHINGLE LAP DETAILS

4. STOGUARD MESH-- NOMINAL 4.2 OZ/YD2, SELF-ADHESIVE,

FLEXIBLE, SYMMETRICAL, INTERLACED GLASS FIBER MESH,

WITH ALKALINE RESISTANT COATING FOR COMPATIBILITY WITH

STO MATERIALS, USED WITH STO GOLD FILL TO REINFORCE

ROUGH OPENINGS, INSIDE AND OUTSIDE CORNERS,

SHEATHING JOINTS, AND DETAIL COMPONENT FOR SHIPLAP

CONNECTIONS WITH FLASHING, WEEP SCREED, AND SIMILAR

SHIP LAP DETAILS.

5. STOGUARD FABRIC - NONWOVEN CLOTH REINFORCEMENT

USED WITH STO EMERALDCOAT FOR ROUGH OPENING

PROTECTION, JOINT TREATMENT OF WALL SHEATHING, AND

DETAIL COMPONENT FOR SHIPLAP CONNECTIONS WITH

FLASHING, WEEP SCREED, AND SIMILAR SHINGLE LAP DETAILS.

6. STOGUARD REDICORNER - A PREFORMED FABRIC PIECE USED

IN THE CORNERS OF ROUGH OPENINGS IN TANDEM WITH

STOGUARD FABRIC FOR QUICKER INSTALLATION.

7. STOGUARD TAPE - SELF ADHERING RUBBERIZED ASPHALT

TAPE FOR ROUGH OPENING PROTECTION IN WOOD OR METAL

FRAME CONSTRUCTION

8. STOGUARD PRIMER - PRIMER FOR USE WITH STOGUARD TAPE

9. STOGUARD TRANSITION MEMBRANE - FLEXIBLE AIR BARRIER

MEMBRANE FOR CONTINUITY AT STATIC TRANSITIONS:

SHEATHING TO FOUNDATION, DISSIMILAR MATERIALS (CMU TO

FRAME WALL), WALL TO BALCONY FLOOR SLAB OR CEILING,

FLASHING SHINGLE LAP TRANSITIONS. ALSO USED FOR

DYNAMIC JOINTS: FLOOR LINE DEFLECTION JOINTS, AND

THROUGH WALL JOINTS IN MASONRY OR FRAME

CONSTRUCTION.

10.STO RAPIDGUARD - ONE COMPONENT STPE RAPID DRYING

GUN-APPLIED TREATMENT FOR SHEATHING JOINTS, ROUGH

OPENINGS, SEAMS, CRACKS, PENETRATIONS AND OTHER

STATIC TRANSITIONS IN ABOVE GRADE WALL CONSTRUCTION

SUCH AS: SHINGLE LAP OVER FLASHING, WALL TO BALCONY

FLOOR SLAB OR CEILING, AND THROUGH WALL PENETRATIONS

- PIPES, ELECTRICAL BOXES, AND SCUPPER PENETRATIONS

2.3 LATH

A. MINIMUM 2.5 LB./YD2 SELF_FURRED GALVANIZED STEEL

DIAMOND MESH METAL LATH IN COMPLIANCE WITH ASTM C

847.

2.4 MECHANICAL FASTENERS

A. NON-CORRODING FASTENERS IN COMPLIANCE WITH AISI S200

- 2007 AND ASTM C 1513:

1. STEEL FRAMING - MINIMUM #8 TYPE S OR S-12 WAFER HEAD

FULLY THREADED CORROSION RESISTANT SCREWS WITH

MINIMUM 3/8 INCH AND THREE THREAD PENETRATION INTO

STUDS.

B. TIE WIRE - 18 GAUGE GALVANIZED AND ANNEALED

LOW-CARBON STEEL IN COMPLIANCE WITH ASTM A 641 WITH

CLASS I COATING.

2.5 ACCESSORIES

A. WEEP SCREED, CASING BEAD, CORNER BEAD, CORNER LATH,

EXPANSION AND CONTROL JOINT ACCESSORIES. ALL

ACCESSORIES SHALL MEET THE REQUIREMENTS OF ASTM C

1063 AND ITS REFERENCED DOCUMENTS

1. PVC PLASTIC IN COMPLIANCE WITH ASTM D 1784, CELL

CLASSIFICATION 13244C.

B. ALL ACCESSORIES SHALL HAVE PERFORATED OR EXPANDED

FLANGES AND SHALL BE DESIGNED WITH GROUNDS FOR THE

SPECIFIED THICKNESS OF STUCCO.

2.6 JOB MIXED INGREDIENTS

A. WATER: CLEAN AND POTABLE.

B. SAND: IN COMPLIANCE WITH ASTM C 897 OR ASTM C 144, FOR

USE WITH ONE COAT AND ASTM C 926 STUCCO

CONCENTRATES

2.7 STUCCO

A. 102 STOPOWERWALL STUCCO PRE-BLENDED: FIBER

REINFORCED ONE COAT PORTLAND CEMENT STUCCO

PRE-BLENDED WITH GRADED SAND, AND IN COMPLIANCE

WITH ICC AC 11. SEE ICC ESR 2323.

B. 103 STOPOWERWALL STUCCO: FIBER REINFORCED ONE COAT

PORTLAND CEMENT STUCCO CONCENTRATE IN COMPLIANCE

WITH ICC AC 11. SEE ICC ESR 2323.

C. 108 STOPOWERWALL SCRATCH & BROWN: PORTLAND

CEMENT-BASED STUCCO CONCENTRATE IN COMPLIANCE

WITH ASTM C 926.

2.8 CRACK DEFENSE

A. BASE COAT

1. STO BTS XTRA - LIGHT WEIGHT ONE COMPONENT POLYMER

MODIFIED CEMENT-BASED EXTRA HIGH BUILD BASE COAT

MATERIAL.

2. MESH: NOMINAL 4.5 OZ./YD2, SYMMETRICAL, INTERLACED

OPEN-WEAVE GLASS FIBER MESH MADE WITH ALKALINE

RESISTANT COATING FOR COMPATIBILITY WITH MATERIALS

2.9 PRIMER

A. STOPRIME HOT: ACRYLIC BASED PRIMER/SEALER FOR

FRESHLY PLACED (MINIMUM 4 DAY OLD) AND HIGH PH

STUCCO SURFACES.

B. STOPRIME SAND: ACRYLIC BASED TINTED, SANDED PRIMER

FOR FULLY CURED (MINIMUM 28 DAY OLD OR PH LESS THAN

10) STUCCO SURFACES.

C. STOPRIME: ACRYLIC BASED TINTED PRIMER FOR FULLY

CURED (MINIMUM 28 DAY OLD OR PH LESS THAN 10) STUCCO

SURFACES.

2.10 FINISH COAT

A. STOPOWERWALL FINISH - INTEGRALLY COLORED, FACTORY

BLENDED, FLEXIBLE ACRYLIC TEXTURED WALL FINISH WITH

GRADED MARBLE AGGREGATE.

2.11 MIXING

A. STOGUARD

1. STO GOLD FILL - MIX WITH A CLEAN, RUST-FREE ELECTRIC

DRILL AND PADDLE TO A UNIFORM CONSISTENCY. DO NOT THIN

OR DILUTE WITH WATER.

2. STO AIRSEAL - MIX WITH A CLEAN, RUST-FREE ELECTRIC DRILL

AND PADDLE TO A UNIFORM CONSISTENCY. DO NOT THIN OR

DILUTE WITH WATER.

3. STO GOLD COAT - MIX WITH A CLEAN, RUST-FREE ELECTRIC

DRILL AND PADDLE TO A UNIFORM CONSISTENCY. DO NOT THIN

OR DILUTE WITH WATER.

B. STOPOWERWALL STUCCO

1. REFER TO MIX INSTRUCTIONS ON PACKAGING. USE ONLY THE

AMOUNT OF WATER NECESSARY FOR A WORKABLE MIX. USE

OF EXCESS WATER IS DETRIMENTAL TO PERFORMANCE.

C. PRIMER--MIX WITH A CLEAN, RUST-FREE HIGH SPEED MIXER

TO A UNIFORM CONSISTENCY.

D. FINISH--MIX WITH A CLEAN, RUST-FREE HIGH SPEED MIXER TO

A UNIFORM CONSISTENCY. A SMALL AMOUNT OF WATER (UP

TO 12 OUNCES) MAY BE ADDED TO ADJUST WORKABILITY.

LIMIT ADDITION OF WATER TO AMOUNT NEEDED TO ACHIEVE

THE FINISH TEXTURE.

E. MIX ONLY AS MUCH MATERIAL AS CAN READILY BE USED.

F. DO NOT ADD LIME, ANTI-FREEZE COMPOUNDS, OR OTHER

ADDITIVES TO ANY OF THE MATERIALS.

PART 3 EXECUTION

3.1 EXAMINATION

A. INSPECT SURFACES FOR:

1. CONTAMINATION - ALGAE, CHALKINESS, DIRT, DUST,

EFFLORESCENCE, FORM OIL, FUNGUS, GREASE, LAITANCE,

MILDEW OR OTHER FOREIGN SUBSTANCES.

2. SURFACE ABSORPTION AND CHALKINESS.

3. CRACK - MEASURE CRACK WIDTH AND RECORD LOCATION OF

CRACKS.

4. DAMAGE AND DETERIORATION.

5. MOISTURE DAMAGE - RECORD ANY AREAS OF MOISTURE

DAMAGE.

B. INSPECT SHEATHING APPLICATION FOR COMPLIANCE WITH

APPLICABLE REQUIREMENT:

1. GLASS MAT FACED GYPSUM SHEATHING IN COMPLIANCE WITH

ASTM C 1177 - REFER TO MANUFACTURER'S INSTRUCTIONS

AND/OR ICC EVALUATION REPORT.

3.2 SURFACE PREPARATION

A. SHEATHING

1. REMOVE SURFACE CONTAMINANTS AND REPLACE DAMAGED

SHEATHING.

2. ALL SHEATHING MUST BE HANDLED AND INSTALLED IN

COMPLIANCE WITH APPLICABLE BUILDING CODE AND/OR

MANUFACTURER REQUIREMENTS. INSTALLED SHEATHING

MUST BE CLEAN, DRY AND FREE FROM DAMAGE, FROST, AND

ALL BOND-INHIBITING MATERIALS. ABUT GYPSUM SHEATHING

JOINTS.

3.2.2 HURRICANE IMPACT RESISTANCE LAYER OVER APPROVED ASTM

C1177 SHEATHING

A. STO ARMOR MAT XX MESH APPLICATION

APPLY APPROVED BASE COAT (STO PRIMER/ADHESIVE-B)

OVER THE SHEATHING WITH A STAINLESS STEEL TROWEL TO

A UNIFORM THICKNESS OF APPROXIMATELY 1/8". WORK

HORIZONTALLY OR VERTICALLY IN STRIPS OF 40" AND

IMMEDIATELY EMBED THE MESH INTO THE WET BASE COAT

BY TROWELLING FROM THE CENTER TO THE EDGE OF THE

MESH. EITHER OVERLAP THE MESH NOT LESS THAN 2-½" AT

MESH SEAMS OR BUTT MESH AT SEAMS. IF BUTTING AT

SEAMS, STO DETAIL MESH EMBEDDED IN STO BASE COAT

MUST BE USED TO TREAT BUTTED SEAMS PRIOR TO THE

APPLICATION OF THE STOGUARD AIR & MOISTURE BARRIER.

ALLOW BASE COAT TO DRY BEFORE APPLYING THE

STOGUARD PRODUCTS.

3.3 AIR/MOISTURE BARRIER INSTALLATION

THE FOLLOWING INSTRUCTIONS ARE APPLICABLE TO:

• GLASS MAT FACED GYPSUM SHEATHING IN COMPLIANCE WITH

ASTM C 1177 (NATIONAL GYPSUM EXP2 BOARD)

A. TRANSITION DETAILING

1. DETAIL TRANSITION AREAS WITH STO GOLD COAT (STATIC

JOINTS AND SEAMS) OR STOGUARD TRANSITION MEMBRANE

(DYNAMIC JOINTS AND SEAMS) TO ACHIEVE AIR BARRIER

CONTINUITY. FOR ILLUSTRATIONS OF INSTALLATION, REFER

TO STO GUIDE DETAILS AND STO RAPIDGUARD INSTALLATION

GUIDE OR STOGUARD TRANSITION MEMBRANE INSTALLATION

GUIDE WWW.STOCORP.COM)

B. ROUGH OPENING PROTECTION:

1. STO GOLD COAT OR STO AIR SEAL WITH STOGUARD FABRIC:

APPLY COATING LIBERALLY BY SPRAY OR ROLLER TO

CORNERS OF OPENINGS, IMMEDIATELY PLACE STOGUARD

REDICORNERS IN THE WET COATING, AND APPLY ADDITIONAL

COATING OVER THE REDICORNERS TO COMPLETELY EMBED

THEM. AFTER ALL CORNERS HAVE BEEN COMPLETED APPLY

COATING LIBERALLY TO THE ENTIRE ROUGH OPENING,

IMMEDIATELY PLACE STOGUARD FABRIC IN THE WET COATING,

SMOOTH ANY WRINKLES WITH A BRUSH OR ROLLER, AND

APPLY ADDITIONAL COATING OVER THE FABRIC TO

COMPLETELY EMBED IT. OVERLAP ALL SEAMS MINIMUM 2

INCHES. ONCE COMPLETED TOPCOAT WITH ADDITIONAL

COATING AS NEEDED TO COMPLETELY SEAL THE SURFACE.

ALLOW TO DRY AND INSPECT FOR PINHOLES OR VOIDS. IF

PINHOLES OR VOIDS ARE PRESENT, SEAL WITH ADDITIONAL

COATING OR STO GOLD COAT.

C. SHEATHING JOINT TREATMENT

1. STO AIRSEAL OR STO GOLD COAT WITH STOGUARD FABRIC:

APPLY COATING LIBERALLY BY SPRAY OR ROLLER ALONG

SHEATHING JOINTS AND IMMEDIATELY PLACE 4 INCH WIDE

FABRIC CENTERED OVER THE JOINTS INTO THE WET COATING,

AND 6 INCH WIDE FABRIC CENTERED AND FOLDED AT INSIDE

AND OUTSIDE CORNERS INTO THE WET COATING. SMOOTH

ANY WRINKLES WITH A BRUSH OR ROLLER AND APPLY

ADDITIONAL COATING TO COMPLETELY EMBED THE FABRIC.

OVERLAP SEAMS MINIMUM 2 INCHES.

D. AIR/MOISTURE BARRIER COATING INSTALLATION

1. GYPSUM SHEATHING: APPLY WATERPROOF COATING BY

SPRAY OR ROLLER OVER SHEATHING SURFACE, INCLUDING

THE DRY JOINT TREATMENT, ROUGH OPENING PROTECTION,

AND TRANSITION AREAS, TO A UNIFORM WET MIL THICKNESS

OF 10 WET MILS IN ONE COAT (GOLD COAT) OR 50 WET MILS IN

ONE COAT (STO AIRSEAL). USE ¾ INCH NAP ROLLER FOR

GLASS MAT FACED GYPSUM SHEATHING. PROTECT FROM

WEATHER UNTIL DRY.

E. AIR /MOISTURE BARRIER CONNECTIONS AND SHINGLE LAPS

1. COORDINATE INSTALLATION OF CONNECTING AIR BARRIER

COMPONENTS WITH OTHER TRADES TO PROVIDE A

CONTINUOUS AIRTIGHT MEMBRANE.

2. COORDINATE INSTALLATION OF FLASHING AND OTHER

MOISTURE PROTECTION COMPONENTS WITH OTHER TRADES

TO ACHIEVE COMPLETE MOISTURE PROTECTION SUCH THAT

WATER IS DIRECTED TO THE EXTERIOR, NOT INTO THE WALL

ASSEMBLY, AND DRAINED TO THE EXTERIOR AT SOURCES OF

LEAKS (WINDOWS, DOORS AND SIMILAR PENETRATIONS

THROUGH THE WALL ASSEMBLY).

3. SPLICE-IN HEAD FLASHINGS ABOVE WINDOWS, DOORS, FLOOR

LINES, ROOF/SIDEWALL STEP FLASHING, AND SIMILAR

LOCATIONS WITH STOGUARD DETAIL COMPONENT TO ACHIEVE

SHINGLE LAP OF THE AIR/MOISTURE BARRIER SUCH THAT

WATER IS DIRECTED TO THE EXTERIOR.

3.4 SHEET WATER-RESISTIVE BARRIER INSTALLATION

A. INSTALL IN COMPLIANCE WITH THE APPLICABLE BUILDING

CODE REQUIREMENTS FOR BUILDING PAPER. LAP PAPER

OVER FOUNDATION WEEP SCREED ATTACHMENT

FLANGE, FLOOR LINE FLASHING, AND WINDOW/DOOR HEAD

FLASHINGS. REFER TO STO GUIDE DETAILS AT

WWW.STOCORP.COM

3.5 STUCCO INSTALLATION

B. APPLY THE STUCCO IN DISCRETE PANELS WITHOUT

INTERRUPTION TO AVOID COLD JOINTS AND DIFFERENCES IN

APPEARANCE. ABUT WET STUCCO TO SET STUCCO AT

NATURAL OR ARCHITECTURAL BREAKS IN THE WALL SUCH AS

EXPANSION JOINTS, PILASTERS, TERMINATIONS, OR

CHANGES IN PLANE. HOT OR DRY CONDITIONS ACCELERATE

DRYING AND MOISTURE LOSS FROM STUCCO WHICH CAN

DIMINISH STRENGTH AND RESISTANCE TO CRACKING. UNDER

THESE CONDITIONS ADJUSTMENTS IN THE APPLICATION,

SCHEDULING AND CURING OF STUCCO TO PREVENT RAPID

LOSS OF MOISTURE ARE NECESSARY TO ACHIEVE A

SATISFACTORY STUCCO INSTALLATION. COLD

TEMPERATURES RETARD DRYING, AND STRENGTH GAIN

AND ADJUSTMENTS MAY HAVE TO BE MADE IN THE

APPLICATION, SCHEDULING AND CURING OF STUCCO TO

PREVENT DAMAGE FROM FROST AND OTHER TRADES. DO

NOT INSTALL STUCCO DURING EXTREMELY HOT, DRY AND/OR

WINDY CONDITIONS. DO NOT INSTALL STUCCO DURING

FREEZING CONDITIONS OR ON FROZEN SUBSTRATES. DO NOT

INSTALL STUCCO ONTO GROUNDS OF ACCESSORIES.

COMPLETELY EMBED LATH AND FLANGES OF ACCESSORIES

AND COMPLETELY COVER FASTENER ATTACHMENTS WITH

STUCCO. MOIST CURE STUCCO MINIMUM 48 HOURS FOR

OPTIMUM STRENGTH GAIN AND RESISTANCE TO CRACKING.

ALLOW FINAL STUCCO APPLICATION TO COMPLETELY DRY (28

DAYS) BEFORE APPLYING PRIMER OR FINISH (EXCEPT IN THE

CASE OF STOPRIME HOT WHICH CAN BE APPLIED 48 HOURS

AFTER COMPLETING MOIST CURE OF STUCCO). THE FINISHED

INSTALLATION MUST BE TRUE, PLUMB AND SQUARE. SHOULD

STUCCO GET INTO CONTROL OR EXPANSION JOINTS, REMOVE

THE STUCCO FROM WITHIN THE JOINT BEFORE THE STUCCO

SETS. AFTER SATISFACTORY INSPECTION OF SURFACES AND

CORRECTION OF ANY DEVIATIONS FROM SPECIFICATION

REQUIREMENTS COMMENCE THE STUCCO INSTALLATION AS

DESCRIBED BELOW:

A. INSTALLATION OVER STOGUARD WITH PAPER OR FELT WRB

1. WEEP SCREED INSTALLATION

a. INSTALL FOUNDATION WEEP SCREED AT THE BASE OF THE

WALL SECURELY TO SOLID SUBSTRATE OR FRAMING WITH

THE APPROPRIATE FASTENER. LOCATE FOUNDATION WEEP

SCREED SO THAT IT OVERLAPS THE JOINT BETWEEN THE

FOUNDATION AND FRAMING BY A MINIMUM OF 1 INCH.

LOCATE THE FOUNDATION WEEP SCREED NOSING MINIMUM

4 INCHES ABOVE EARTH GRADE, 2 INCHES ABOVE FINISHED

GRADE (PAVED SURFACES, FOR EXAMPLE). LAP

WATERPROOF AIR BARRIER, SHEET WATER-RESISTIVE

BARRIER, AND DRAINAGE MAT OVER THE WEEP SCREED

ATTACHMENT FLANGE.

2. CASING BEAD AND TWO PIECE EXPANSION JOINT

INSTALLATION

a. INSTALL CASING BEADS AT STUCCO TERMINATIONS -

DOORS, WINDOWS AND OTHER THROUGH WALL

PENETRATIONS. INSTALL TWO PIECE EXPANSION

JOINTS (OR BACK-TO-BACK CASING BEADS) AT BUILDING

EXPANSION JOINTS, WHERE THE STUCCO IS TO BE

INSTALLED OVER DISSIMILAR CONSTRUCTION OR

SUBSTRATES, AT CHANGES IN BUILDING HEIGHT, AT FLOOR

LINES, COLUMNS, AND CANTILEVERED AREAS. INSTALL

FULL ACCESSORY PIECES WHERE POSSIBLE AND AVOID

SMALL PIECES. SEAL ADJOINING PIECES BY EMBEDDING

ENDS IN SEALANT. ABUT HORIZONTAL INTO VERTICAL JOINT

ACCESSORIES (EXCEPT WHERE HORIZONTAL MOVEMENT

JOINTS EXIST THAT PREVENT CONTINUOUS VERTICAL RUNS

OF ACCESSORIES). ATTACH AT NO MORE THAN 7 INCHES

INTO SOLID SUBSTRATE/FRAMING WITH APPROPRIATE

FASTENERS.

3. LATH INSTALLATION

a. DIAMOND MESH METAL LATH - CONFORM TO ASTM C 1063

1. GENERAL - INSTALL METAL LATH WITH THE LONG DIMENSION

AT RIGHT ANGLES TO STRUCTURAL FRAMING (HORIZONTALLY

ON SOLID SUBSTRATES). TERMINATE LATH AT EXPANSION

JOINTS. DO NOT INSTALL CONTINUOUSLY AT JOINTS.

2. SEAMS/OVERLAPS--OVERLAP SIDE SEAMS MINIMUM 1/2 INCH

AND END SEAMS MINIMUM 1 INCH. STAGGER END SEAMS.

OVERLAP CASING BEADS AND EXPANSION JOINTS MINIMUM 1

INCH OVER NARROW WING ACCESSORIES, MINIMUM 2 INCHES

OVER EXPANDED FLANGE ACCESSORIES. DO NOT INSTALL

LATH CONTINUOUSLY BENEATH EXPANSION JOINTS.

3. ATTACHMENT--FASTEN SECURELY INTO SOLID SUBSTRATES

OR THROUGH SHEATHING INTO STRUCTURAL FRAMING AT 7

INCHES ON CENTER MAXIMUM VERTICALLY AND 16 INCHES ON

CENTER HORIZONTALLY*. WIRE TIE AT NO MORE THAN 9

INCHES ON CENTER AT: SIDE LAPS, ACCESSORY OVERLAPS,

AND WHERE END LAPS OCCUR BETWEEN SUPPORTS.

4. ONE PIECE EXPANSION JOINT INSTALLATION

a. INSTALL ONE PIECE EXPANSION JOINTS AT THROUGH WALL

PENETRATIONS, FOR EXAMPLE, ABOVE AND BELOW DOORS

AND WINDOWS. INSTALL ONE PIECE EXPANSION JOINTS AT

EVERY 144 FT2. WIRE TIE ONE PIECE EXPANSION JOINTS

TO LATH AT NO MORE THAN 7 INCHES ON CENTER. SEAL

ADJOINING PIECES BY EMBEDDING ENDS IN SEALANT. MAKE

CERTAIN LATH IS DISCONTINUOUS AT OR BENEATH JOINTS.

5. INSIDE AND OUTSIDE CORNERS

a. INSTALL CORNER LATH AT INSIDE CORNERS AND CORNER

BEAD AT OUTSIDE CORNERS OVER LATH. ATTACH

THROUGH LATH INTO SOLID SUBSTRATE OR FRAMING AT

NO MORE THAN 7 INCHES ON CENTER WITH APPROPRIATE

FASTENERS.

6. STUCCO INSTALLATION

a. SCRATCH COAT: APPLY STUCCO WITH SUFFICIENT

PRESSURE TO KEY INTO AND EMBED THE METAL LATH.

APPLY SUFFICIENT MATERIAL, 3/8 OR ½ INCH, TO COVER

THE METAL LATH AND TO PERMIT SCORING THE SURFACE.

SCORE THE STUCCO UPON COMPLETION OF EACH PANEL IN

PREPARATION FOR A SECOND COAT. SCORE

HORIZONTALLY.

b. BROWN COAT: AS SOON AS THE FIRST COAT IS FIRM

ENOUGH TO RECEIVE THE SECOND COAT WITHOUT

DAMAGE, APPLY THE SECOND COAT. ALTERNATIVELY,

MOIST CURE THE FIRST COAT UP TO 48 HOURS AND

DAMPEN THE SCRATCHED SURFACE WITH WATER

IMMEDIATELY BEFORE APPLYING THE SECOND COAT.

APPLY THE SECOND COAT WITH SUFFICIENT PRESSURE TO

ENSURE INTIMATE CONTACT WITH THE FIRST COAT AND AS

NEEDED TO BRING THE STUCCO TO A UNIFORM THICKNESS

THAT MATCHES THE GROUNDS OF THE ACCESSORIES.

USE A ROD OR STRAIGHT EDGE TO BRING THE SURFACE TO

A TRUE, EVEN PLANE. FILL DEPRESSIONS IN PLANE WITH

STUCCO. FINAL THICKNESS OF STUCCO SHALL BE UNIFORM

THROUGHOUT THE WALL AREA AND SHALL BE EITHER 3/4

INCH OR 7/8 INCH AND SHALL NOT EXCEED 7/8 INCH.

c. AFTER THE STUCCO HAS BECOME SLIGHTLY FIRM FLOAT

THE SURFACE LIGHTLY WITH A DARBY OR WOOD FLOAT TO

DENSIFY THE SURFACE AND TO PROVIDE A SMOOTH, EVEN

SURFACE. THE PROPER TIME TO FLOAT IS WHEN THE

WOOD FLOAT NO LONGER STICKS TO THE SURFACE OF THE

STUCCO.

d. MOIST CURE AFTER THE STUCCO HAS SET BY LIGHTLY

FOGGING FOR AT LEAST 48 HOURS. FOG AS FREQUENTLY

AS REQUIRED DURING THE 48 HOUR PERIOD TO PREVENT

LOSS OF MOISTURE FROM THE STUCCO. AVOID ERODING

THE STUCCO SURFACE WITH EXCESS MOISTURE. IF

RELATIVE HUMIDITY EXCEEDS 75% THE FREQUENCY OF

MOIST CURING CAN BE DIMINISHED.

B. PRIMER INSTALLATION

1. STOPRIME HOT - MOIST CURE STUCCO FOR A MINIMUM OF 48

HOURS. ALLOW STUCCO TO DRY AN ADDITIONAL 48 HOURS,

THEN APPLY PRIMER EVENLY WITH BRUSH, ROLLER OR

PROPER SPRAY EQUIPMENT OVER THE CLEAN, DRY STUCCO

AND FOAM BUILD-OUTS, AND ALLOW TO DRY. FINAL AGE OF

PRIMED STUCCO APPLICATION MUST BE MINIMUM 7 DAYS

BEFORE APPLICATION OF FINISH.

2. STOPRIME SAND - MOIST CURE STUCCO FOR A MINIMUM OF 48

HOURS. WAIT UNTIL STUCCO IS 28 DAYS OLD OR THE PH LEVEL

OF THE SURFACE IS BELOW 10 BEFORE APPLYING PRIMER.

FINAL AGE OF PRIMED STUCCO APPLICATION MUST BE

MINIMUM 28 DAYS BEFORE APPLICATION OF FINISH OR PH

MUST BE BELOW 10.

3. STOPRIME - MOIST CURE STUCCO FOR A MINIMUM OF 48

HOURS. WAIT UNTIL STUCCO IS 28 DAYS OLD OR THE PH LEVEL

OF THE SURFACE IS BELOW 10 BEFORE APPLYING PRIMER.

FINAL AGE OF PRIMED STUCCO APPLICATION MUST BE

MINIMUM 28 DAYS BEFORE APPLICATION OF FINISH OR PH

MUST BE BELOW 10.

C. FINISH INSTALLATION

1. APPLY FINISH TO MINIMUM 28 DAY OLD STUCCO OR PRIMED

STUCCO OR APPLY WHEN PH OF STUCCO…