87 East Butler Avenue Ambler, PA 19002 p:215.646.7878 www.pa-arch.com a r c h i t e c t s / i n t e r i o r s / p l a n n e r s phillips associates

Owner:

Abbreviations:

Contact Information: Drawing List:Project Information:

Symbol Key:

Disclaimer:

1. CONTRACTORS MUST CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO

THE ARCHITECT IMMEDIATELY.

2. PLANS, SPECIFICATIONS, REPORTS, DOCUMENTS, OR OTHER INFORMATION RECORDED ON OR TRANSMITTED AS ELECTRONIC MEDIA ARE SUBJECT TO UNDETECTABLE ALTERATION, EITHER INTENTIONAL OR UNINTENTIONAL, DUE TO, AMONG OTHER CAUSES, TRANSMISSION, CONVERSION, MEDIA DEGRADATION, SOFTWARE ERROR OR HUMAN ALTERATION. ALL SUCH DOCUMENTS ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY AND NOT AS AN END PRODUCT NOR AS A RECORD DOCUMENT. ANY RELIANCE

THEREON IS DEEMED TO BE UNREASONABLE AND UNENFORCEABLE.

3. ALL DRAWINGS, SPECIFICATIONS, AND RELATED DOCUMENTS ARE COPYRIGHT OF THE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS, SPECIFICATIONS, AND RELATED DOCUMENTS IN PART OR WHOLE IS FORBIDDEN WITHOUT

THE ARCHITECTS WRITTEN PERMISSION.

4. THE EXISTING CONDITIONS INDICATED ON THESE PLANS ARE BASED ON VISUAL OBSERVATIONS ONLY. NO INVASIVE, DESTRUCTIVE OR ELECTRONIC MEANS HAVE BEEN UTILIZED TO DETERMINE CONDITIONS THAT ARE NOT VISIBLE TO THE NAKED EYE OR APPARENT IN THE EXERCISE OF DUE DILIGENCE. ANY THIRD PARTY USING OR RELYING UPON THESE PLANS AND THE INFORMATION INDICATED THEREON, DOES SO AT ITS OWN RISK.

SPEC.

SIM.

STL.

STD.

SQ.

STOR.

STEEL

STANDARD

SQUARE

SPECIFICATION

SIMILAR

STORAGE

THK.

TEL.

T.O.

SUSP.

W.

V.I.F.

VERT.

U.O.N.

TYP.

THICK

TELEPHONE

TOP OF

SUSPENDED

WEST

VERIFY IN FIELD

VERTICAL

UNLESS OTHERWISE NOTED

TYPICAL

G.B.

FT.

GC

GL.

G.A.

H.C.

GLASS

GAUGE

GRAB BAR

FEET

HOLLOW CORE

GENERAL CONTRACTOR

HT.

HVAC

JT.

LT.

MAX.

MECH.

MAXIMUM

LIGHT

MECHANICAL

HEIGHT

AND AIR CONDITIONING

HEATING, VENTILATION,

JOINT

HORIZONTALHORIZ.

WITH

WP

WC

W/O

W/

WD.

WEATHER PROOF

WITHOUT

WOOD

MTL.

MISC

MIN.

N.T.S.

N.I.C.

N.

MISCELLANEOUS

METAL

MINIMUM

NOT TO SCALE

NOT IN CONTRACT

NORTH

PLATE

OPPOSITE

PLASTIC LAMINATE

PLASTER

PAINTED

PLYWOOD

PL.

P. LAM

OPP.

PLAS.

PTD.

PLYWD.

MANUFACTURERMFR.

WATER CLOSET, WALL COVERING

REFRIGERATOR

RADIUS

QUARRY TILE

ROOM

REQUIRED

QT.

REF.

RAD.

RM.

REQ.

SOLID CORE

SOUTH

RAINWATER CONDUCTOR

SCHEDULE

STAINLESS STEEL

RWC

S.C.

S.

SCHED.

S/S

L

A.F.F.

ADJ.

C

AT

ABOVE FINISH FLOOR

ADJUSTABLE

POUND OR NUMBER

CENTERLINE

ARCH.

AL.

BLDG.

BM.

BLKG.

BOT.

ARCHITECTURAL

ALUMINUM

BOTTOM

BEAM

BLOCKING

BUILDING

CER.

CAB.

CLG.

CONC.

COL.

CLO.

CLKG.

CONCRETE

COLUMN

CLOSET

CAULKING

CEILING

CERAMIC

CABINET

CT

CPT

DBL.

CONT.

DR.

DN.

DIM.

DIA.

DOOR

DOWN

CERAMIC TILE

CONTINUOUS

CARPET

DIAMETER

DOUBLE

DIMENSION

EX

DWG.

DTL.

EXISTING

DRAWING

DETAIL

EQ.

F.O.

F.S.

F.O.F.

FL.

FIN.

EQUAL

FACE OF

FLOOR

FINISH

FRAME SIZE

FACE OF FINISH

DOWNSPOUTDS.

CENTERCTR.

EQUIP. EQUIPMENT

FIXT. FIXTURES

VINYLVYL.

MILLWORKMLWK.

ON CENTERO.C.

B.O. BOTTOM OF

CONTR. CONTRACTOR

GLAZ. GLAZING

ROUGH OPENINGRO.

COORD. COORDINATE

DL. DAMP LOCATIONS MT. MARBLE THRESHOLD

HANGING ROD & SHELF ABOVER/S

WR WATER RESISTANT

GFI GROUND FAULT PROTECTED

EL.

ELEC. ELECTRICAL

ELEVATION

PA

R eg is tra tio n:

R

A0

7X

PROJECT ADDRESS: 222 SPRUCE ST.

DARBY, PA 19023

MUNICIPALITY: COLWYN BOROUGH

COUNTY: DELAWARE

CLIMATE ZONE: ZONE 4

BUILDING CODES: 2021 IBC AS AMENDED BY THE PA UCC

2021 IECC AS AMENDED BY THE PA UCC

2021 IEBC AS AMENDED BY THE PA UCC

ACCESSIBILITY: CHAPTER 11 OF 2018 IBC & APPENDIX E AS ADOPTED BY THE

PA UCC; ICC A117.1-2009

COLWYN POLICE DEPARTMENT RENOVATIONS

REF: 025 058

222 SPRUCE STREET, DARBY, PA 19023

PRICING SET CS1

19 JUNE 2026

SST. SIMPSON STRONG TIE

PRESERVATIVE TREATEDP.T.

DW. DISH WASHER

ROOM ELEVATION

TAG

SECTION TAG

ELEVATION TAG

PLAN DETAIL TAG

DOOR NUMBER

WINDOW NUMBER

CEILING HEIGHT

REFERENCE NOTE TAG

REVISION NUMBER

ELEVATION MARKER

WALL TAG

FLOOR ELEVATION

(DEMO, GENERAL NOTES, ETC.)

COLUMN TAG

EXISTING DOOR

NEW DOOR

COLWYN BOROUGH POLICE STATION

222 Spruce Street Darby, PA 19023 CONTACT: Owner Name

TEL:

XX

XX

A21 A21

XX

CH XX'-XX"

112a

+0'-0" x Axx x Axx

X

AXXX

DESIGNATION SHOWN AS 30x68 REFERS TO 3'-0" x 6'-8" DOOR. (SIZES MAY VARY)

CJ CEILING JOIST

COJ CONTROL JOINT

FJ FLOOR JOIST

CS1 COVER SHEET

CS2 SPECIFICATIONS

CA1 CODE ANALYSIS

ARCHITECTURAL:

A1 DEMOLITION PLANS

A2 PROPOSED PLANS

A3 ELEVATIONS

A4 SECTIONS, DETAILS

A9 ELECTRICAL DIAGRAMS

A10 SCHEDULES

A20 INTERIOR ELEVATIONS

Architect:

PHILLIPS | ASSOCIATES ARCHITECTS

87 East Butler Avenue Ambler, PA 19002

TEL: 215.646.7878

WWW.PA-ARCH.COM

General Notes:

MSA ENGINEERING, LLC

2603 Line Lexington Road Hatfield, PA 19440

TEL: 215.527.8122

CONTACT: Michael Aument, P.E.

Energy Code:

CHART BELOW BASED ON THE 2021 IECC TABLE C402.1.3

1. PRIOR TO ANY DIGGING, CALL THE PENNSYLVANIA PA 1 CALL SYSTEM AT 811. CALL 3-10 BUSINESS DAYS

BEFORE ANY EXCAVATION TO HAVE UNDERGROUND UTILITY LINES MARKED.

2. THE ARCHITECT IS NOT RESPONSIBLE FOR THE CONTRACTOR(S) MEANS AND METHODS OF

CONSTRUCTION.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. DISCREPANCIES BETWEEN ACTUAL CONDITIONS & DRAWINGS &/OR SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT IN WRITING FOR CLARIFICATION. WORK SHALL NOT PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED.

4. WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS INDICATED

ON THESE DRAWINGS.

5. SHOULD LOCAL CODES AND/OR ORDINANCES DIFFER FROM THESE PLANS, A DETERMINATION SHALL BE MADE BY THE GENERAL CONTRACTOR AND/OR LOCAL BUILDING OFFICIAL AS TO WHICH IS THE MOST STRINGENT. THE MOST STRINGENT REQUIREMENTS SHALL RULE. SHOULD A CHANGE IN THESE PLANS BE NECESSARY OR DESIRED WHICH WILL ALTER THE DESIGN OR STRUCTURAL INTEGRITY OF THE STRUCTURE(S), CONSULT WITH A QUALIFIED STRUCTURAL ENGINEER OR ARCHITECT TO VERIFY THAT SUCH A CHANGE WILL NOT BE DETRIMENTAL TO THE STRUCTURAL INTEGRITY OF THE STRUCTURE(S)

PRIOR TO IMPLEMENTING THE CHANGE.

6. THE CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE JOB SITE AND STRUCTURE INCLUDING THE

DESIGN, ERECTION AND MAINTENANCE OF ALL SHORING, BRACING AND SAFETY BARRIERS.

7. SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT

DETAILS SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED RESULTS.

8. ALL MATERIALS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

9. CONTRACTOR(S) SHALL BE FULLY RESPONSIBLE FOR ALL MATERIALS DELIVERED TO THE SITE AND WILL ASSUME OWNERSHIP OF SAME UNTIL THEY HAVE BEEN INSTALLED PROPERLY. FOR ITEMS SUPPLIED BY THE OWNER, OWNER IS RESPONSIBLE FOR TAKING DELIVERY AND FOR VERIFYING CONDITION PRIOR TO

HANDOFF TO CONTRACTOR.

10. FOR THE DURATION OF THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL DAMAGES CAUSED BY HIS WORKERS OR SUBCONTRACTORS' WORKERS. THE

CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL BROKEN PARTS, INCLUDING GLASS, AT NO

ADDITIONAL COST TO THE OWNER AND BACK-CHARGE THIS TO THE RESPONSIBLE PARTY OR PARTIES.

ALL OPENINGS DUE TO CONSTRUCTION IN EXTERIOR WALLS AND ROOFS OF THE EXISTING STRUCTURE SHALL BE CAREFULLY PROTECTED WITH TEMPORARY CLOSURES TO PREVENT THE ENTRANCE OF ANY WATER, SNOW, OR ICE INTO INTERIOR SPACES. ANY DAMAGE DUE TO WATER, SNOW, OR ICE SHALL BE

FULLY REPAIRED BY THE CONTRACTOR AT NO COST WHATSOEVER TO THE OWNER.

11. WORKMANSHIP SHALL CONFORM TO THE BEST TRADE PRACTICES. FINISHED SURFACES SHALL BE

PLUMB AND LEVEL, STRAIGHT AND FREE OF IMPERFECTIONS AND SET FIRMLY TO ACCURATE

MEASUREMENTS. FINISHED PRODUCT SHALL BE TOTALLY CLEAN AND FREE OF COVERING MATERIALS, LOOSE OR FOREIGN MATERIALS, ETC.

12. THE CONTRACTOR IS EXPECTED TO KEEP THE ENTIRE PREMISES FREE OF DEBRIS, DISCARDED MATERIAL, ETC. UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR IS TO CLEAN THE EXTERIOR

OF THE STRUCTURE AND THE SITE REMOVING ALL STAINS, DEBRIS, ETC. RESULTING FROM

CONSTRUCTION. THE CONTRACTOR SHALL ALSO CLEAN ALL INTERIOR AREAS OF THE STRUCTURE IN THE

AREAS OF NEW WORK. ALL GLASS, INSIDE AND OUT, SHALL BE COMPLETELY CLEANED

13. ALL PERMITS SHALL BE ACQUIRED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF DEMOLITION

AND CONSTRUCTION. CONTRACTOR IS TO CONFIRM REGISTRATION REQUIREMENTS WITH THE

MUNICIPALITY PRIOR TO CONSTRUCTION

14. CONTRACTOR TO BE RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS - COORDINATE WITH THE

MUNICIPALITY FOR APPROVED INSPECTORS LISTS

15. CONTRACTOR SHALL INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY ALL CONDITIONS, SIZES, AND QUANTITIES. EXISTING CONDITIONS WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOSED WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT THE THE ATTENTION OF THE

OWNER FOR RESOLVING.

16. ALL WORK TO BE PLUMB, LEVEL AND SQUARE. COORDINATE AND ALIGN STRUCTURE, FLOOR

ELEVATIONS WITH EXISTING CONDITIONS WHERE REQUIRED

17. CONTRACTOR TO HAVE BUILDING LOCATION STAKED OUT COMPLIANT TO ALL ZONING REGULATIONS.

18. CONCEALED SURFACES OF DISSIMILAR MATERIALS TO HAVE APPLIED COATING OR BARRIER TO

PREVENT CORROSION EFFECT OF GALVANIC ACTION.

19. P+A DOES NOT GUARANTEE THE PERFORMANCE OF AND HAS NO RESPONSIBILITY FOR THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING

MATERIALS OR PERFORMING ANY WORK ON THIS PROJECT

20. STANDARD COUNTERTOP HEIGHTS TO BE 34" (KITCHENETTE CABINETS, GENERAL WORK BENCHES, ETC.)

AND 30" (BATHROOM VANITIES AND DESK TOPS) MEASURED FROM THE FINISHED FLOOR. VERIFY THESE STANDARD HEIGHTS WITH THE OWNER AND CABINET DRAWINGS, (IF APPLICABLE), BEFORE ORDERING CABINETS. GC TO COORDINATE WITH REQUIRED ACCESSIBILITY CODES, OWNER, AND CODE OFFICIAL ON

ALL REQUIRED APPLIANCES & EQUIPMENT TO ASSURE PROPER CLEARANCES.

21. IF DOOR SIZES ARE INDICATED ON PLANS, THESE INDICATE SIZE OF DOOR ONLY, NOT FRAME SIZE. IF

DOORS ARE NUMBERED, REFER TO DOOR SCHEDULE. CONTRACTOR TO VERIFY ALL DOOR SIZES,

ORIENTATION, OPERATION & HARDWARE (INCLUDING LOCKS) WITH OWNER PRIOR TO ORDERING.

22. STAIR REQUIREMENTS: (2021 IBC SECTION 1011)

MAX. RISER = 7" TREAD = 11" MIN. RISER = 4"

MIN. WIDTH: (1009.3.2 & 1011.2) = ACC. ROUTE 48" BETWEEN H.R. UNLESS SPRINKLERED, THEN

44" CLEAR STAIR WIDTH IF OCC > 50 OR 36" IF OCC < 50 = 36"

MAX. RISER VARIATION = 3/8" MIN. HEADROOM CLEARANCE = 6'-8"

MAX. VERTICAL RISE = 12'-0"

MAX. RISER OPENING = SOLID (SEE EXCEPTIONS 1011.5.5.3)

23. HANDRAIL REQUIREMENTS: (IBC 2021 SECTION 1014)

MAX. HEIGHT = 34 IN. MAX. HEIGHT = 38 IN.

MIN. CLEARANCE FROM WALL = 1 1/2" MIN. EDGE RADIUS = 0.01"

MIN. CIRCULAR GRIP SIZE = 1 1/4 IN. MAX. CIRCULAR GRIP SIZE = 2 IN. (SEE 1014.3.2 FOR

NON-CIRCULAR)

EXTENSION: 12" HORIZ. AT TOP & DEPTH OF (1) TREAD BOT.

24. GUARDRAIL REQUIREMENTS: (IBC 2021 SECTION 1015)

GUARDS ARE REQUIRED FOR OPEN-SIDED WALKING SURFACES, INCLUDING MEZZANINES,

EQUIPMENT PLATFORMS, AISLES, STAIRS, RAMPS, AND LANDINGS THAT ARE LOCATED

MORE THAN 30 INCHES MEASURED VERTICALLY ABOVE ADJACENT FLOOR OR GRADE AT ANY

POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.

HEIGHT = 42 IN. MAX. OPENING <4 IN. Ø(<4 3/8 IN. Ø FROM A HEIGHT OF 36" TO 42")

25. OBSERVATIONS PERFORMED BY P+A (WHEN ENGAGED FOR CONSTRUCTION OBSERVATIONS) SHALL NOT BE CONSIDERED A SUBSTITUTE FOR THE QUALITY CONTROL PROGRAMS AND PROCEDURES OF ANY

CONTRACTOR, SUBCONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR

PERFORMING ANY WORK ON THIS PROJECT.

26. THE OWNER HAS NOT RETAINED PHILLIPS AND ASSOCIATES ARCHITECTS, LLC (P+A) TO PERFORM CONSTRUCTION OBSERVATION SERVICES. P+A DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL HAVE NO RESPONSIBILITY FOR FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. IF THE CLIENT DESIRES MORE EXTENSIVE PROJECT OBSERVATION THE CLIENT SHALL REQUEST IN WRITING SUCH SERVICES BE PROVIDED BY P+A AS A SEPARATE AND ADDITIONAL SERVICES.

ci = Continuous insulation, NR = No Requirement. LS = Liner System.

a. Assembly descriptions can be found in ANSI / ASHRAE / IESNA Appendix A.

b. Where using R-value compliance method, a thermal spacer block shall be provided. otherwise use the

U-factor compliance method in Table C402.1.4.

c. R-5.7ci is allowed to be substituted with concrete block walls complying with ASTM C90, ungrouted or partially grouted at 32 inches or less on center vertically and 48 inches or less on center horizontally, with ungrouted cores filled with materials having a maximum thermal conductivity of 0.44 Btu-in/h-f2 °F

d. Where heated slabs are below grade. below-grade walls shall comply with the exterior insulation requirements for heated slabs.

e. "Mass floors" shall be in accordance with Section C402.2.3.

f. "Mass walls" shall be in accordance with Section C402.2.2.

g. The first value is for perimeter insulation and the second value is for slab insulation. Perimeter insulation is not required to extend below the bottom of the slab.

CLIMATE ZONE 4 EXCEPT MARINE 5 AND MARINE 4

ALL OTHER GROUP R ALL OTHER GROUP R

ROOFS

INSULATION

ENTIRELY ABOVE

ROOF DECK

R-30ci R-30ci R-30ci R-30ci

METAL BUILDINGSb R-19 + R-11 LS R-19 + R-11 LS R-19 + R-11 LS R-19 + R-11 LS

ATTIC AND OTHER R-49 R-49 R-49 R-49

WALLS ABOVE GRADE

MASSf R-9.5ci R-11.4ci R-11.4ci R-13.3ci

METAL BUILDING R-13 + R-13ci R-13 + R-14ci R-13 + R-14ci R-13 + R-14ci

METAL FRAMED R-13 + R-7.5ci R-13 + R-7.5ci R-13 + R-10ci R-13 + R-10ci

WOOD FRAMED

AND OTHER

R-13 + R-3.8ci or R-20

R-13 + R-3.8ci or R-20

R-13 + R-7.5ci or R-20 + R-3.8ci

R-13 + R-7.5ci or R-20 + R-3.8ci

WALLS BELOW GRADE

BELOW-GRADE

WALLd R-7.5ci R-10ci R-7.5ci R-10ci

FLOORS

MASSe R-14.6ci R-16.7ci R-14.6ci R-16.7ci

JOIST/FRAMING R-30 R-30 R-30 R-30

SLAB ON GRADE FLOORS

UNHEATED SLABS R-15 FOR 24"

BELOW

R-15 FOR 24"

BELOW

R-15 FOR 24"

BELOW

R-20 FOR 24"

BELOW

HEATED SLABSg

R-15 FOR 24"

BELOW + R-5 FULL

SLAB

R-15 FOR 24"

BELOW + R-5 FULL

SLAB

R-15 FOR 36"

BELOW + R-5 FULL

SLAB

R-15 FOR 36"

BELOW + R-5 FULL

SLAB

Stuctural Engineer:

COMPONENTS AND CLADDING

MONOSLOPE ROOF AND WALL PRESSURES TABLE

ASCE7-16 PART 1- CHAPTER 30

SURFACE AREA EXTERNAL PRESSURE WIND DIAGRAM

1 -28.04 PSF FIG.30.3-1

16 PSF FIG.30.3-1

2 -32.11 PSF FIG.30.3-1

16 PSF FIG.30.3-1

3 -52.43 PSF FIG.30.3-5B

16 PSF FIG.30.3-5B

4 -23.98 PSF FIG.30.3-5B

21.95 PSF FIG.30.3-5B

5 -28.04 PSF FIG.30.3-5B

21.95 PSF FIG.30.3-5B

DESIGN LOAD SCHEDULE

According to 2021 INTERNATIONAL BUILDING CODE

REFER TO ASCE 7-16

SNOW LOAD

ITEM SYMBOL VALUE REFERENCE

GROUND SNOW LOAD Pg 25 PSF ASCE 7-16 FIG. 7.2-1 PG. 53 FLAT-ROOF SNOW LOAD Pf 0.7Ce Ct I Pg ASCE 7-16 EQ. 7.3-1 PG. 51 SNOW EXPOSURE FACTOR Ce 1 ASCE 7-16 TABLE 7.3-1 PG. 58 SNOW LOAD IMPORTANCE FACTOR Is 1.2 ASCE 7-16 TABLE 1.5-2 PG. 5 SNOW THERMAL FACTOR Ct 1 ASCE 7-16 TABLE 7.3-2 PG. 58

OCCUPANCY OF STRUCTURE RISK CATEGORY IV ASCE 7-16 TABLE 1.5-1 PG. 4

WIND LOAD

ITEM SYMBOL VALUE REFERENCE

BASIC WIND SPEED (3 SECOND GUST) V3s 128 MPH ASCE 7-16 FIG. 26.5-1 PG. 252-257 WIND IMPORTANCE FACTOR Iw 1 ASCE 7-16 TABLE 1.5-2 PG. 5

EXPOSURE CATEGORY - B ASCE 7-16 26.7.2, 26.7.3 PG. 266

INTERNAL PRESSURE COEFFICIENT Gcpi +/- 0.18 ASCE 7-16 TABLE 26.13-1 PG. 271

SEISMIC LOAD

ITEM SYMBOL VALUE REFERENCE

SPECTRAL RESPONSE ACCELERATION

AT SHORT PERIODS (0.2 SEC.) Ss 0.179 ASCE 7-16 FIG. 22-1 PG. 210

SPECTRAL RESPONSE ACCELERATION

(1 SEC.) S1 0.047 ASCE 7-16 FIG. 22-2 PG. 212

SEISMIC IMPORTANCE FACTOR Ie 1.5 ASCE 7-16 TABLE 1.5-2 PG. 5

BASIC SEISMIC FORCE A. BEARING WALL SYSTEMS: ASCE 7-16 TABLE 12.2-1 PG. 90-92

RESISTING SYSTEM 11. ORDINARY PLAIN MASONRY

SHEAR WALLS

RESPONSE MODIFICATION R 1.5 ASCE 7-16 TABLE 12.2-1 PG. 90-92

COEFFICIENT

DEFLECTION AMPLIFICATION FACTOR Cd 1.25 ASCE 7-16 TABLE 12.2-1 PG. 90-92

SITE CLASS - D ASCE 7-16 TABLE 20.3-1 PG. 204

SEISMIC DESIGN CATEGORY - C ASCE 7-16 TABLE 11.6-1 & 2 PG. 85

SPECTRAL RESPONSE FOR SHORT

PERIOD COEFFICIENT SDS 0.191 ASCE 7-16 11.4-3 PG. 84

SPECTRAL RESPONSE FOR

1 SEC. PERIOD COEFFICIENT SD1 0.075 ASCE 7-16 11.4-4 PG. 84

SEISMIC RESPONSE COEFFICIENT Cs 0.191 ASCE 7-16 12.8 PG. 101

BASE SHEAR V 1.9 KIPS ASCE 7-16 12.8-1 PG. 101

ANALYSIS PROCEDURE EQUIVALENT ASCE 7-16 TABLE 12.6-1 PG. 100

LATERAL

FORCE ANALYSIS

Structural Notes:

Project Image:

LOW PITCHED

ROOF SLOPES

(BETWEEN

2:12 & 4:12)

ROOF EAVES

CONFINED

RAKE EDGE

RAKE EDGE

RIDGE

CONCEALED

FLASHING

AROUND ROOF

PENETRATIONS

CONCEALED

FLASHING

AROUND ROOF

PENETRATIONS

BENEATH SHINGLES

IN VALLEYS

Suceeding

Course Roof Deck

Underlayment Side Lap

2"

Rake Drip Edge, Underlayment under drip edge 6" 12"

12"

6"

End Lap

6"

6" 6"

Eave Drip Edge, Underlayment over drip edge

12"

12"

NOTES:

1. FOLLOW MANUFACTURERS RECOMMENDED INSTALLATION

INSTRUCTIONS. BASIS OF DESIGN = CERTAINTEED

2. PROVIDE BUILDING FELT OVER ENTIRE ROOF, INCLUDING ICE + WATER

SHIELD AREAS, TO AID IN FUTURE SHINGLE TEAR OFF.

TH

ER

M

AL

EN

VE

LO

PE

ICE & WATER SHIELD TO

EXTEND FROM EAVE

EDGE TO MIN. 2'-0" INSIDE

THERMAL ENVELOPE

MEASURED HORIZ.

2'-0"

MIN.

ICE & WATER SHIELD

EXTENDS UNDER DRIP

EDGE & BEHIND GUTTER

ONTO TOP OF FASCIA

DRIP EDGE OVER ICE &

WATER & UNDER ROOF

UNDERLAYMENT (AT EAVE)

ROOF UNDERLAYMENT

OVER ICE & WATER &

REMAINDER OF ROOF

SEE

ENLARGED

OUTLINE SPECIFICATIONS:

SP

EC

IF

IC

A

TI

O N

S

CS2

GENERAL

THIS IS A GENERAL UNDERSTANDING OF BUILDING MATERIALS AND/OR PROCEDURES TO BE USED IN THIS PROJECT AND ARE NOT FULL SPECIFICATIONS.

ALTERNATE METHODS AND/OR SUBSTITUTE MATERIALS SHOULD ONLY BE USED WITH THE FULL UNDERSTANDING AND APPROVAL OF THE PROJECT OWNER AND

ARCHITECT. DISREGARD REFERENCES TO ITEMS WHICH DO NOT OCCUR IN THIS PROJECT.

ALL WORK WAS DESIGNED TO AND SHALL CONFORM TO THE “2021 INTERNATIONAL BUILDING CODE.”

STRUCTURAL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS THAT DO NOT HAVE A SPECIFIC SECTION INDICATED, AND

SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

CONSTRUCTION SEQUENCES SHALL ALLOW FOR MATERIAL MOVEMENT DUE TO TEMPERATURE EFFECTS DURING THE CONSTRUCTION PERIOD PRIOR TO THE BUILDING BEING ENCLOSED AND THE ENVIRONMENT CONTROLLED. ANY FROST HEAVING OF FOUNDATIONS OR SLAB ON GRADE, CRACKING, ADJUSTMENTS, ETC. DUE TO THERMAL EFFECTS SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

SHORING:

1. PROVIDE TEMPORARY SHORING CAPABLE TO SUPPORT THE STRUCTURES WEIGHT AND AN ADDITIONAL 20PSF MINIMUM CONSTRUCTION LIVE LOADFOR NEW

LINTELS OR HEADERS TO BE INSTALLED IN EXISTING WALLS.

2. FLOORS TO BE DEMOLISHED THAT ARE ATTACHED TO THE TOP OF BASEMENT WALLS RETAINING SOIL ARE TO HAVE THE BASEMENT WALL TEMPORARILY

SHORED UNTIL THE NEW FLOOR IS IN PLACE.

CONCRETE

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND 2021 IBC CODES. EXTERIOR CAST IN PLACE CONCRETE SHALL BE AIR ENTRAINED 6% + OR - 1%. CONTROL JOINTS LOCATIONS FOR WALL & SLAB CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. GENERAL CONTRACTOR SHALL COORDINATE WITH ALL SUB-CONTRACTORS TO SLEEVE ALL UTILITIES THAT PENETRATE OR INTERFERE WITH FOUNDATIONS AND WALLS AND ALLOW FOR 1" MIN.

DIFFERENTIAL MOVEMENT. ALL OPENINGS, GAPS AND JOINTS IN FLOOR AND WALL ASSEMBLIES IN CONTACT WITH SOIL OR GAPS AROUND PIPES OR DRAINS PENETRATING CONCRETE SHALL BE FILLED OR CLOSED WITH MATERIALS THAT PROVIDE A PERMANENT AIR-TIGHT SEAL. SEAL LARGE OPENINGS WITH NON-SHRINK MORTAR, GROUTS OR EXPANDING FOAM MATERIALS AND SMALLER GAPS WITH AN ELASTOMERIC JOINT SEALANT, AS DEFINED IN ASTM C920.

MINIMUM COVER FOR REINFORCING BARS SHALL BE 3" FOR FOOTINGS & PIERS, 1 1/2" FOR WALLS & 3/4" FOR SLABS U.N.O.

CAST-IN-PLACE: PERFORM ALL CAST-IN-PLACE CONCRETE WORK IN ACCORDANCE WITH 2021 IBC SECTION 1901.7.1 AND ACI 318. INSPECTION AND TESTING OF CONCRETE WORK AND CONCRETE MIX SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT REQUIREMENTS. POUR FLOOR SLAB AND TROWEL FINISH, MAINTAIN SURFACE FLATNESS OF MAXIMUM 1/8 INCH IN TEN FEET. ALL CONCRETE SHALL BE MECHANICALLY VIBRATED, INCLUDING WALLS

AND FOOTINGS.

CONCRETE MATERIALS:

PORTLAND CEMENT: ASTM C150 TYPE 1 OR 2

AGGREGATE: ASTM C33

WATER: POTABLE

COLD-WEATHER PLACEMENT: COMPLY WITH ACI 306.1 AND AS FOLLOWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH THAT

COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPERATURES.

1. MAINTAIN TEMPERATURE OF CONCRETE AS SPECIFIED IN PART 2 FOR “READY-MIXED CONCRETE.”

2. DO NOT USE FROZEN MATERIALS OR MATERIALS CONTAINING ICE OR SNOW. DO NOT PLACE CONCRETE ON FROZEN SUBGRADE OR ON SUBGRADE

CONTAINING FROZEN MATERIALS.

3. DO NOT USE CALCIUM CHLORIDE, SALT, OR OTHER MATERIALS CONTAINING ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS, UNLESS OTHERWISE

SPECIFIED AND APPROVED IN MIX DESIGNS.

HOT-WEATHER PLACEMENT: PLACE CONCRETE ACCORDING TO RECOMMENDATIONS IN ACI 305R AND AS FOLLOWS, WHEN HOT-WEATHER CONDITIONS EXIST:

1. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE TEMPERATURE BELOW 90 DEG F AT TIME OF PLACEMENT. CHILLED MIXING WATER OR

CHOPPED ICE MAY BE USED TO CONTROL TEMPERATURE, PROVIDED WATER EQUIVALENT OF ICE IS CALCULATED TO TOTAL AMOUNT OF MIXING WATER.

USING LIQUID NITROGEN TO COOL CONCRETE IS CONTRACTOR'S OPTION.

2. COVER STEEL REINFORCEMENT WITH WATER-SOAKED BURLAP SO STEEL TEMPERATURE WILL NOT EXCEED AMBIENT AIR TEMPERATURE IMMEDIATELY

BEFORE EMBEDDING IN CONCRETE.

3. FOG-SPRAY FORMS, STEEL REINFORCEMENT, AND SUBGRADE JUST BEFORE PLACING CONCRETE. KEEP SUBGRADE MOISTURE UNIFORM WITHOUT

STANDING WATER, SOFT SPOTS, OR DRY AREAS.

4. MIXERS, CHUTES, PUMP LINES AND OTHER EQUIPMENT IN CONTACT WITH THE MIX SHOULD BE SHADED OR COVERED WITH WET BURLAP.

5. ON WINDY DAYS, INSTALL WINDBREAKS.

6. ENSURE EACH READY-MIX TRUCK CARRIES ADDITIONAL SUPERPLASTICIZER FOR TEMPERATURE RELATED SLUMP LOSS.

7. IMMEDIATELY FOLLOWING FINAL FINISHING, BEGIN THE WET CURING PROCESS, USING SPECIFICATIONS PRODUCED BY THE ACI 308R-01- GUIDE TO CURING

CONCRETE.

FOOTINGS: ALL PIERS & FOOTINGS ARE CONCENTRIC WITH COLUMNS U.N.O. AND TO BE AIR ENTRAINED, 6% +/-1%, CONCRETE.

- HORIZONTAL BARS IN FOOTINGS SHALL BE CONTINUOUS THRU COLUMN FOOTINGS AND AROUND ALL CORNERS.

- PROVIDE CORNER BARS AND LAP ALL SPLICES MIN. 24." BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE 3'-0" MIN. BELOW ADJACENT FINISH GRADE.

- ALL FOOTINGS SHOULD BEAR ON UNDISTURBED SOIL OR CONTROLLED FILL CAPABLE OF SUPPORTING DESIGN LOADS. ELEVATION SHOWN MAY BE ADJUSTED

UP OR DOWN TO SUIT EXISTING CONDITIONS AS DIRECTED BY THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY IN FIELD PRIOR TO POURING CONCRETE. NO FOOTINGS SHALL BE PLACED IN WATER, ON FROZEN GROUND OR ON FILL.

- CAST-IN-PLACE CONCRETE FOOTINGS AND PIERS SHALL BE NORMAL WEIGHT PROPORTIONED FOR 3000 PSI IN COMPRESSION FOR 28 DAYS.

- ALL CONCRETE SHALL BE MECHANICALLY VIBRATED (INCLUDING FOOTINGS). SEE FOUNDATION PLAN FOR CONCRETE WALL CONTROL JOINT LOCATIONS.

- REINFORCING STEEL SHALL CONFORM TO ASTM A615 - GRADE 60.

SLABS: CAST IN PLACE CONCRETE SLABS SHALL BE 4" THICK, NORMAL WEIGHT PROPORTIONED FOR 4,000psi IN COMPRESSION FOR 28 DAYS, (AIR ENTRAINED 6%+ OR -1% FOR ALL EXTERIOR) WITH 6 X 6 - W1.4 xW1.4 (10/10 LAPPED A MIN. OF 6") WELDED WIRE REINFORCING CONFORMING TO ASTM A1064 ON 15 MIL. POLY VAPOR BARRIER ON 4" CLEAN CRUSHED STONE AASHTO 57 OVER COMPACTED FILL UNLESS NOTED OTHERWISE. FOR INTERIOR SLABS ONLY: CONTRACTORS OPTION TO REINFORCE SLAB WITH SYNTHETIC FIBRILLATED POLYPROPYLENE FIBERS CONFORMING TO ASTM C1116, SECTION 4.1.3, TYPE III.

RETAINING / FOUNDATION WALLS: FOUNDATION WALLS SHALL BE LEVELED TO RECEIVE FRAMING. FOUNDATION WALLS SHALL NOT BE BACKFILLED UNTIL WALLS HAVE REACHED SPECIFIED STRENGTH AND ARE PROPERLY BRACED BY FLOOR FRAMING. WALLS BRACED BY FLOOR SLABS SHALL NOT BE BACKFILLED UNTIL FLOOR SLABS ARE IN PLACE FOR 7 DAYS. BACKFILL SHALL CONSIST OF SOIL CLASSIFIED AS TYPE GW, GP, SW, OR SP IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. BACKFILL SHALL BE FREE DRAINING TO PERIMETER FOUNDATION DRAIN COMPLYING WITH 2021 IBC 1805.4.2. FOUNDATION WALLS SHALL BE WATERPROOFED/DAMPPROOFED TO COMPLY WITH 2021 IBC 1805.2 & 1805.3. NO HORIZONTAL CONSTRUCTION JOINTS IN WALLS ARE PERMISSIBLE.

PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 6" IN LOOSE DEPTH, COMPACTING EACH LAYER TO REQUIRED MAXIMUM DENSITY. DO NOT PLACE MATERIALS ON SURFACES THAT ARE MUDDY, FROZEN, OR CONTAIN ICE OR CONTAIN ICE OR FROST. USE SOIL MATERIAL FREE OF CLAY, ROCK OR

GRAVEL LARGER THAN 2", DEBRIS, VEGETABLE MATTER, WASTE AND FROZEN MATERIALS.

COMPACT TOP 12" OF SUBGRADE FOR SLABS, STEPS & PAVEMENTS TO 95% PROCTOR DENSITY W/ POWER TAMPER.

ALL HONEYCOMBS, FORM MARKS, FINS, HOLES AND OTHER SURFACE DEFECTS SHALL BE PATCHED AND REPAIRED PROMPTLY AFTER FORM REMOVAL. INSURE THAT OPENINGS AND DEPRESSIONS IN CONCRETE WORK ARE PROVIDED FOR BEFORE POURING. FORM WORK SHALL BE CONSTRUCTED SO THAT THE

CONCRETE SURFACES CONFORM TO THE TOLERANCE LIMITS LISTED IN ACI 332R.

CAST-IN-PLACE CONCRETE FOUNDATION WALLS SHALL BE NORMAL WEIGHT PROPORTIONED FOR 3000 PSI IN COMPRESSION FOR 28 DAYS.

REINFORCING STEEL SHALL CONFORM TO ASTM A615 - GRADE 60. SEE FOUNDATION PLAN FOR CONCRETE WALL & SLAB CONTROL JOINT LOCATIONS.

HORIZONTAL BARS IN WALLS SHALL BE CONTINUOUS THRU PIERS AROUND ALL CORNERS. PROVIDE CORNER BARS & LAP ALL SPLICES MIN. 24."

MUD SILLS: SILLS ON CONCRETE SLAB FLOORS ARE TO BE SECURED TO CONCRETE WITH POWER DRIVEN ANCHORS AT THE FOLLOWING SPACING: EXTERIOR WALLS AT 16" O.C. AND INTERIOR WALLS AT 32" O.C. (NOTE: VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIALS) ALL EXTERIOR FRAME WALLS ARE TO BE

SET ON SILL SEALER.

EXPANSION-JOINT FILLER: PREMOLDED/RESIN IMPREGNATE FIBERBOARD CONFORMING TO REQUIREMENTS OF ASTM D1752

MASONRY

ALL MASONRY WORK SHALL BE IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES TMS 402/602.

COLD-WEATHER AND HOT-WEATHER CONSTRUCTION PROCEDURES SHALL COMPLY WITH TMS 402/602. MASONRY SHOULD NOT BE LAID IN FROZEN TEMPERATURES. CONTRACTOR SHALL COORDINATE WITH ALL SUB-CONTRACTORS TO SLEEVE ALL UTILITIES THAT PENETRATE OR INTERFERE WITH FOUNDATIONS & WALLS AND ALLOW FOR 1" MIN. DIFFERENTIAL MOVEMENT. MASONRY EXPOSED TO VIEW SHALL BE CLEANED FREE OF MORTAR EXCEPT FOR THAT AT THE JOINTS. PROVIDE HOT-DIPPED GALVANIZED, (20 ga), CORRUGATED WALL TIES SUCH AS HOHMANN & BARNARD, CWT AT 16"O.C. VERTICALLY &

HORIZONTALLY AS INDICATED ON DRAWINGS.

CONCRETE MASONRY UNIT (CMU): ALL CONCRETE MASONRY UNIT, (CMU), WALLS SHALL BE IN ACCORDANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH FOR AVERAGE NET AREA SHALL BE AS FOLLOWS: AVERAGE OF 3 UNITS: 1,900psi / INDIVIDUAL UNIT: 1,700psi COMPRESSIVE STRENGTH OF NET CROSS-SECTIONAL AREA OF LOAD BEARING MASONRY IN EACH WYTHE SHALL =/> F'm=1,500psi LIGHT WEIGHT 105 P.C.F.

SIZES INDICATED ON PLANS. WALLS SHALL BE BRACED AT THE TOP UNTIL WORK IS PERMANENTLY STABILIZED. INTERSECTING CMU WALLS TO BE INTERCONNECTED SO THAT HALF OF THE UNITS OF EACH WALL ARE IMBEDDED IN THE OTHER WALL OR AS SHOWN ON DRAWINGS.

MULTIWYTHE BLOCK MASONRY WALLS, EXCLUDING EXTERIOR CAVITY WALLS, SHALL ACT COMPOSITELY BY TRANSFERRING SHEAR ACROSS THE COLLAR JOINT, WHICH CAN RANGE FROM 3/8” TO 4”, IN WIDTH BY EITHER:

A. CROSSED CONNECTING HEADERS OR

B. FILLED WITH MORTAR OR GROUT AND THE LADDER REINFORCING BRIDGING ACROSS THE JOINT.

MORTAR: MORTAR SHALL BE IN ACCORDANCE W/ ASTM C270. MASONRY BELOW GRADE & IN CONTACT WITH EARTH, EXTERIOR ABOVE GRADE WALLS & REINFORCED MASONRY WALLS: TYPE S, NON-LOAD BEARING MASONRY WALL: TYPE N COLOR OF MORTAR SHALL MATCH EXISTING OR AS INDICATED

MORTAR MATERIALS:

WATER: POTABLE

PORTLAND CEMENT: ASTM C150, TYPE 1 ASTM C144

MASONRY CEMENT: ASTM C91, FOR GENERAL USE

HYDRATED LIME: ASTM C207, TYPE S

GROUT: CONFORM TO ASTM C-476, PEA GRAVEL HIGH SLUMP MIX COLOR TO MATCH EXISTING. ALL NON-SHRINK GROUT TO BE PRE-MIXED. GROUT FOR CORES SHALL BE PEA GRAVEL HIGH SLUMP MIX HAVING A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL BELOW GRADE 8" CMU WALLS TO BE GROUT FILLED. FOR 12" CMU, ONLY CORES WITH VERTICAL REINFORCING OR ANCHOR BOLTS TO BE GROUT FILL UNLESS NOTED OTHERWISE.

REINFORCING STEEL SHALL CONFORM TO ASTM A615 - GRADE 60. REINFORCING BARS SHALL BE SPLICED A MINIMUM OF 48 BAR DIAMETERS AND

HORIZONTAL BARS IN WALLS SHALL BE CONTINUOUS AROUND ALL CORNERS.

GROUT MATERIALS:

WATER: POTABLE PORTLAND CEMENT: ASTM C150, TYPE 1 AGGREGATE:ASTM C404

JOINT REINFORCING: SHALL BE 3/16 INCH x 9 GAUGE ELECTRONICALLY WELDED LADDER TYPE GALVANIZED WIRE REINFORCING @16"O.C. VERTICALLY

CONFORMING TO ASTM A153 AND A82

MASONRY WALL REINFORCING: UNLESS NOTED OTHERWISE, MASONRY WALLS SHALL BE REINFORCED W/ HOHMANN & BARNARD 220 LADDER REINF. @16" VERT.

INTERVALS. REINFORCING SHALL ALSO BE INSTALLED IN FIRST & SECOND BED JOINTS, 8" APART IMMEDIATELY ABOVE LINTELS & BELOW SILLS AT MASONRY OPENINGS. REINFORCING IN THE SECOND BED JOINT ABOVE OR BELOW OPENINGS SHALL EXTEND 2'-0" BEYOND EACH JAMB. ALL REINFORCEMENT SHALL BE

CONTINUOUS (TYPICAL) EXCEPT AT VERTICAL CONTROL JOINTS REINFORCING SHALL STOP.

ADHERED MANUFACTURED THIN BRICK: FACTORY BRICK VENEER TO APPROXIMATELY 5/8"-1" THICK INSTALLED IN ACCORDANCE WITH ASTM C1670/C1670M.

FOR STUD BACKUP: UNITS SET OVER MORTAR BED, SCRATCH COAT, CODE COMPLIANT / MANUFACTURER RECOMMENDED LATH, (2)LAYERS GRADE 'D' PAPER, [BENJAMIN OBDYKE "FLATWRAP HP" OR EQ {OR} (1) OUTER LAYER DRAINAGE MAT, (RAINSCREEN), [KEENE DRIWALL 020-1 OR BENJAMIN OBDYKE SLICKER MAX ] &

(1) INNER LAYER GRADE 'D' PAPER AND STUD BACKUP ASSEMBLY.

FOR MASONRY BACKUP: UNITS SET OVER MORTAR BED, SCRATCH COAT, OPTIONAL CODE COMPLIANT / MANUFACTURER RECOMMENDED LATH, OPTIONAL

GRADE 'D' WEATHER BARRIER AND MASONRY BACKUP ASSEMBLY.

METALS

METAL CONNECTORS & FASTENERS SUCH AS NAILS, BOLTS, JOIST HANGERS, ETC. SHALL BE HOT DIPPED HEAVY GALVANIZED. ALL METAL EXPOSED TO WEATHER OR IN CONCEALED SPACES SHALL BE NON-FERROUS OR HEAVY GALVANIZED U.N.O. STEEL FOR PIPE COLUMNS SHALL BE OF EQUIVALENT CAPACITY AND WELDABILITY. PROVIDE BASE PLATES FOR ALL STRUCTURAL STEEL BEAMS BEARING ON MASONRY.ALL METAL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED WITH MINIMUM G185 COATING AND SHALL MEET OR EXCEED THE CORROSION PROTECTION OF SIMPSON STRONG-TIE CO. ZMAX COATING, OR SHALL BE TYPE 304 OR 316 STAINLESS STEEL. GALVANIZED ANCHOR BOLTS SHALL BE 1/2" DIAMETER EMBEDDED IN POURED CONCRETE AND GROUTED MASONRY. MIN. TWO BOLTS PER SECTION OF PLATE. SEE 'ANCHOR BOLTS' SECTION FOR ADD'L INFO.

MATERIALS:

A) STRUCTURAL STEEL BEAMS SHALL CONFORM TO ASTM A992, GRADE 50. Fy = 50 KSI B) PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36, Fy = 36 KSI C) ROUND PIPE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B, Fy = 42 KSI D) STANDARD PIPES, STD, ASTM A53, GRACE B, Fy = 35 KSI

E) BOLTS AND WASHERS SHALL CONFORM TO ASTM A325

F) ANCHOR BOLTS SHALL BE GALVANIZED STEEL AND CONFORM TO ASTM A36, ASTM A307 OR ASTM F1554, GRADE 55

PROVIDE LOOSE LINTELS OVER ALL OPENINGS IN MASONRY WALLS AS INDICATED AND AS REQUIRED TO SUPPORT LOADS OVER ALL OPENINGS. LINTELS SHALL BE CONSTRUCTED TO HAVE AT LEAST 8 INCHES BEARING ON MASONRY TO EACH END. LOOSE LINTELS SHALL BE PUNCHED WHERE REQUIRED FOR THE

ATTACHMENT OF OTHER FASTENINGS.

PROVIDE A MINIMUM OF (2)ROWS OF 3/4" DIA. BOLTS @2'-0" O.C. STAGGERED MAXIMUM TO CONNECT ALL PACKED OUT WOOD BLOCKING TO STEEL WEBS.

PROVIDE A MINIMUM OF (2)ROWS OF 5/8" DIA. BOLTS @2'-8" O.C. STAGGERED MAXIMUM TO CONNECT WOOD PLATE TO TOP OF STEEL FLANGE.

PROVIDE SUITABLE STIFFENERS AT CONCENTRATED LOAD POINTS ON ALL BEAMS RESTING ON TOP OF OR SUPPORTING COLUMNS. TYPICAL BEAM TO PIPE COLUMN CONNECTIONS SHALL BE "THRU-PLATE" TYPE EXCEPT WHERE BEAMS RUN OVER TOPS OF COLUMNS IN WHICH CASE A 1/2" THICK CAP PLATE & (4)3/4" DIA. BOLTS SHALL BE USED, AS WELL AS A 1/2" BASE PLATE & (4)3/4" DIA. HOOKED ANCHOR BOLTS W/ 9" MINIMUM EMBEDMENT UNLESS OTHERWISE NOTED.

SHOP PAINTING: ALL STEEL WORK SHALL BE CLEANED & SHOP COATED W/ ONE COAT OF RUST INHIBITIVE PAINT. ALL FIELD WELDS SHALL BE GROUND SMOOTH & PRIMED W/ A RUST INHIBITIVE COAT OR HOT DIP GALVANIZED IN EXTERIOR WALLS ACCORDING TO ASTM A123.

REINFORCING STEEL: SHALL BE DEFORMED BILLET STEEL BARS, GRADE 60, PLAIN STEEL. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60.

#3 AND #4 BARS TO BE GR-60 / #5 AND LARGER BARS TO BE GR-60. PROVIDE #3 Z-BAR SPACERS AT 24" O.C. EACH WAY FOR ALL CONCRETE WALLS HAVING REINFORCING STEEL IN BOTH FACES. COMPLETE WITH ALL ACCESSORIES SUCH AS CHAIRS, BAR SUPPORTS, SPACERS, TIE WIRE, ETC.OVERLAP BARS MINIMUM OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. HORIZONTAL BARS IN WALLS SHALL BE CONTINUOUS AROUND ALL CORNERS.

WELDED WIRE FABRIC: SHALL BE 6x6 WIRE SPACING, W 1.4x1.4 (10/10), PLAIN FINISH CONFORMING TO ASTM A185, LATEST REVISIONS, AND ASTM A1064, MINIMUM

YIELD STRESS 70,000 PSI. OVERLAP MINIMUM OF 6".

STRUCTURAL STEEL: VERIFY ALL FIELD DIMENSIONS PRIOR TO ORDER. FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION LATEST EDITION. PROVIDE DOUBLE NUTS FOR ALL COLUMN ANCHOR BOLTS TO ALLOW FOR ADJUSTMENT AND LEVELING. INSTALL 1" MIN NON-SHRINK GROUT UNDER BASE PLATE AFTER ERECTION. ALL ANCHOR BOLT LENGTHS ARE EMBEDMENT LENGTHS. ALL COLUMN TO BEAM AND BEAM TO BEAM CONNECTIONS TO BE MADE WITH ASTM A-325 HIGH STRENGTH BOLTS. OTHER CONNECTIONS MAY BE MADE WITH STANDARD MACHINE BOLTS. ALL BEAM

POCKETS TO HAVE 1/2" AIRSPACE ALL SIDES AND USE METAL LEVELING PLATES

TEMPORARY BRACING: PROVIDE TEMPORARY BRACING REQUIRED TO SECURE THE STEEL FRAMING AGAINST LOADS EQUAL IN INTENSITY TO DESIGN LOADS

WHICH IS TO REMAIN IN PLACE UNTIL WORK IS PERMANENTLY STABILIZED.

FRAMING CONNECTIONS: JOIST HANGERS, POST BASE ANCHORS, ETC, SHALL BE SIMPSON-STRONG TIE. INSTALLATION SHALL BE PER MANUFACTURERS SPECIFICATIONS. PROVIDE ALL NAILS, SCREWS, BOLTS, WASHERS, RODS, ANGLES, PLATES AND CONNECTORS AND OTHER MISC. HARDWARE AS REQUIRED TO COMPLETE THE WORK. ALL EXPOSED BOLT OR LAG SCREW HEADS SHALL BE RECESSED AND PLUGGED WITH WOOD TO MATCH. ALL NAILING AND FASTENING SHALL COMPLY WITH THE MINIMUM REQUIREMENTS OF FASTENING SCHEDULE IBC 2021 TABLE 2304.10.2. ANCHOR BOLTS SHALL BE ASTM A36, ASTM A307 OR

ASTM F1554, GRADE 55

ROUGH CARPENTRY

ALL DIMENSIONAL FRAMING LUMBER SHALL BE EQUAL TO OR BETTER THAN VISUALLY GRADED, DIMENSION LUMBER OF THE HEM FIR#2 OR SOUTHERN PINE #1 SPECIES CONFORMING TO THE STRENGTH REQUIREMENTS OF THE "NATIONAL DESIGN SPECIFICATIONS" (NDS) BY THE NATIONAL PRODUCTS ASSOCIATION.

WHERE SPECIFIED, STRUCTURAL FRAMING SUCH AS FRAMER SERIES LUMBER CAN BE UTILIZED FOR INCREASED STRUCTURAL PERFORMANCE. PROVIDE ALL NAILS, SCREWS, BOLTS, WASHERS, RODS, ANGLES, PLATES, CONNECTORS AND OTHER MISC. HARDWARE TO COMPLETE THE WORK. ALL EXPOSED BOLT OR LAG SCREW HEADS SHALL BE RECESSED AND PLUGGED WITH WOOD TO MATCH. THE FLOOR RIM BOARDS SHALL BE FASTENED TO THE WOOD CAP PLATE WITH CLIP

ANGLES AT 24"O.C. MAX. SUCH AS SIMPSON STRONG TIE A23 OR EQUAL.

ALL EXTERIOR LUMBER TO BE PRESERVATIVE TREATED. PRESERVATIVE TREATED WOOD SHALL BE LIMITED TO ACQ-C WITH MAXIMUM RETENTION LEVELS IN THE WOOD OF 0.40 PCF. WOOD SHALL NOT CONTAIN AMMONIA. ALL FASTENERS SHALL BE STAINLESS STEEL.

FLOOR BRIDGING: FOR DIMENSIONAL FRAMING, PROVIDE SOLID BLOCKING OR DIAGONAL BRIDGING, (WOOD OR METAL), IN CONTINUOUS LINES PERPENDICULAR TO JOISTS SO THAT NO MEMBER HAS AN UNBRACED TOP & BOTTOM LENGTH IN EXCESS OF 8'-0”. (IBC 2308.4.6) SPANS LESS THAN 16'-0” USE CENTER BRIDGING. PROVIDE SOLID 2x BLOCKING UNDER ALL PARTITIONS PERPENDICULAR TO JOISTS & JOIST OR 2x BLOCKING UNDER WALL PARALLEL TO JOIST, REFER TO 2021 IBC 2308.6.7. FOR FLOOR JOISTS PARALLEL TO RIM BOARD, THESE SHALL BE BLOCKED PERPENDICULAR TO THE FLOOR JOISTS, FIRST FLOOR ABOVE BASEMENT WALL BLOCKING SHALL BE FULL DEPTH WITHIN TWO JOIST SPACES OF THE FOUNDATION WALL, AND BE FLAT BLOCKED WITH MINIMUM 2X4 BLOCKING ELSEWHERE. WHERE UTILITIES LARGER THAN 4" DIAMETER PIPE, OR EQUIVALENT AREA, OCCUR, BRIDGING CAN BE OMITTED IN THAT

JOIST BAY AS LONG AS ADJACENT JOIST BAYS ON EACH SIDE ARE PROPERLY BRACED.

RAFTER AND CEILING JOIST BRIDGING: FOR DIMENSIONAL FRAMING DIMENSIONAL FRAMING, PROVIDE SOLID BLOCKING OR DIAGONAL BRIDGING, (WOOD OR METAL), IN CONTINUOUS LINES PERPENDICULAR TO JOISTS SO THAT NO MEMBER HAS AN UNBRACED TOP & BOTTOM LENGTH IN EXCESS OF 8'-0” MAX. (IBC

2308.7.8) SPANS LESS THAN 16'-0” USE CENTER BRIDGING.

JOIST END RESTRAINT: JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS BY FULL DEPTH 2” NOMINAL MIN. SOLID BLOCKING OR BY ATTACHMENT TO A FULL DEPTH HEADER, BAND OR RIM JOIST, OR TO AN ADJOINING STUD OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION. WHERE UTILITIES LARGER THAN 4” DIAMETER PIPE, OR EQUIVALENT AREA, OCCUR, BLOCKING CAN BE OMITTED IN THAT JOIST BAY AS LONG AS ADJACENT JOIST BAYS ON

EACH SIDE ARE PROPERLY BRACED.

ALL MULTIPLE MEMBER BEAMS SHALL BE FASTENED TOGETHER WITH A MINIMUM OF (3) ROWS OF 10d NAILS @ 12" O.C. MAX SPACING. REF 2021 IBC 2308.4.1.1 AND

TABLE 2308.4.1.1(2)

ALL MULTIPLE STUD POSTS SHALL BE FASTENED TOGETHER W/ 10d NAILS @ 12" O.C. MAX SPACING.

CONCEALED SPACES WITHIN WALL PARTITIONS, FLOOR OR CORNICE CONSTRUCTION AND AROUND CHIMNEY, PIPE, AND DUCT OPENINGS IN SUCH CONSTRUCTION SHALL BE FIRESTOPPED. CONCEALED VERTICAL SPACES IN WALLS AND PARTITIONS SHALL BE FIRESTOPPED AT EACH FLOOR LEVEL AND AT THE CEILING OF THE UPPERMOST STORY SO THAT SUCH SPACES WILL NOT BE CONTINUOUS FOR MORE THAN ONE STORY, OR COMMUNICATE WITH CONCEALED

HORIZONTAL SPACES IN THE FLOOR OR ROOF CONSTRUCTION.

ALL MEMBERS SHALL BE CLOSELY FITTED, ACCURATELY SET TO REQUIRED LINES & LEVELS & RIGIDLY SECURED IN PLACE WITH PROPER BEARING AND CORRECT SIZE AND TYPE OF FASTENING. NAILING SHALL BE IN ACCORDANCE WITH THE PENNSYLVANIA STATE BUILDING CODE. JOIST SHALL BE SET WITH CROWN EDGE UP. MAKE ANGLED RAFTER CUTS THAT ARE TIGHTLY FITTED AND SECURELY ANCHORED.

BEAMS SHALL HAVE BEARING OF NOT LESS THAN 4" ON CONCRETE OR CMU & 3" ON WOOD OR METAL. JOIST, TRIMMERS, HEADERS & BEAMS FRAMING INTO CARRYING MEMBERS AT THE SAME RELATIVE LEVELS SHALL BE CARRIED ON JOIST HANGERS. MULTIPLE MEMBER BEAMS SHALL BE FASTENED TOGETHER WITH A MIN. OF 3 ROWS OF 10d NAILS AT 12" O.C. & 4 ROWS OF 10d NAILS AT 12" O.C. FOR 14" OR DEEPER.

BLOCKING: SHALL BE PROVIDED AS NECESSARY FOR APPLICATION OF SHEATHING, WALLBOARD AND OTHER MATERIALS OF BUILDING ITEMS, INSTALLATION OF WALL / CEILING MOUNTED FIXTURES, EQUIPMENT, AND AT POINT OF CANTILEVER OF CANTILEVERED JOISTS.

PROVIDE ANCHORS, BRACKETS, FRAMES, HANGERS, AND OTHER SUPPORTS, TO SUPPORT CEILING-HUNG FOR SUPPORTED, PIPING, CONDUITS, DUCTS, SHELVING, LIGHT FIXTURES AND OTHER MISCELLANEOUS ITEMS.

STAGGER PLYWOOD WALL SHEATHING AND SUBFLOORING JOINTS.

PROVIDE CLEARANCES BETWEEN FRAMING AND OTHER CONSTRUCTION THAT MAY BE SUBJECT TO DIFFERENTIAL MOVEMENT, NOISE TRANSFER & FIRE HAZARD.

ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY IN ANY FORM SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA STANDARD U1, AS

APPLICABLE. BRUSH COAT ALL CUT ENDS WITH SAME TREATMENT.

FIRESTOPPING SHALL BE CONSTRUCTED TO CLOSE ALL CONCEALED DRAFT OPENINGS AND TO FORM EFFECTUAL FIRE BARRIERS AGAINST THE SPREAD OF FIRES BETWEEN STORIES OF EACH AND EVERY BUILDING AND IN ALL OPEN STRUCTURAL SPACES THEREIN.

DIMENSIONAL LUMBER: JOISTS / HEADERS / RAFTERS - #2 HEM FIR OR SOUTHERN PINE #1, BLOCKING / BRACING / STIFFBACKS, ETC - #2 HEM FIR OR SOUTHERN PINE #1. CONTRACTOR SHALL PROVIDE SOLID WOOD BLOCKING BETWEEN BOTTOM OF ALL POSTS AND TOP OF FINISHED WALL

OR POST THROUGH FLOOR TO SOLID BEARING.

EXTERIOR WALLS: HEM FIR #2 OR SOUTHERN PINE #1 2x6 STUDS AT 16" O.C. (STUD GRADE FIR) OR FRAMER SERIES STRUCTURAL FRAMING WHERE SPECIFIED / PRESERVATIVE TREATED 2x6 MUDSILL SET ON SILL SEALER.

INTERIOR WALLS: HEM FIR #2 OR SOUTHERN PINE #1 2x4 (OR 2x6, SEE PLANS) STUDS AT 16" O.C. (STUD GRADE FIR).

GENERAL FRAMING: USE JOIST HANGERS AT ALL FLUSH BEAMS AND HEADERS. ALL JOISTS SHALL BEAR FULLY ON WALLS OR BEAMS NOT LESS THEN 1-1/2", OR SHALL BE SUPPORTED BY METAL STIRRUPS OR HANGERS. INSTALL SINGLE JOIST UNDER ALL PARALLEL PARTITIONS ABOVE & AT EACH SIDE OF ALL OPENINGS (I.E. STAIRWELLS, SKYLIGHTS, ETC.). FOR RENOVATION WORK, PROVIDE SOLID BRIDGING AT 16"OC UNDER NEW WALL PARALLEL TO EXISTING FRAMING.

HEADERS: FOR 2x6 WALLS PROVIDE (3) 2x10'S WITH (2) FULL 1/2" PLYWOOD SPACERS ALTERNATING & FOR 2x4 WALLS PROVIDE (2) 2x10'S WITH (1) FULL 1/2" PLYWOOD SPACER EACH BEARING ON JACK & KING STUDS FOR EXTERIOR WALL ROUGH OPENINGS, U.N.O., AS FOLLOWS:

3'-0” R.O. IN 2x6 WALLS: (1) 2x6 JACK & (1) 2x6 KING OR IN 2x4 WALLS: (1) 2x4 JACK & (1) 2x4 KING 4'-0” R.O. IN 2x6 WALLS: (1) 2x6 JACK & (2) 2x6 KING OR IN 2x4 WALLS: (1) 2x4 JACK & (2) 2x4 KING 8'-0” R.O. IN 2x6 WALLS: (1) 2x6 JACK & (3) 2x6 KING OR IN 2x4 WALLS: (1) 2x4 JACK & (3) 2x4 KING

PROVIDE FULL WOOD BEAM BEARING WITH MULTIPLE WOOD STUDS, U.N.O.

PROVIDE JACK AND KING STUDS, SAME AS WALL STUD SIZE, FOR INTERIOR WALL ROUGH OPENINGS, U.N.O., AS FOLLOWS:

4'-0” R.O. (1) JACK & (1) KING

7'-0” R.O. (1) JACK & (2) KING

10'-0” R.O. (1) JACK & (3) KING

PROVIDE INTERIOR LOAD BEARING WALLS WITH (1) JACK & (1) KING, SAME AS WALL STUD SIZE, OR SUPPORT BEAM OR MULTIPLE STUDS TO PROVIDE FULL

BEARING, U.N.O.

LOAD BEARING STUD POSTS SHALL HAVE A CONTINUOUS PATHWAY TO THE FOUNDATION. PROVIDE SOLID BLOCKING AT FLOOR JOISTS AS REQUIRED.

PROVIDE INTERIOR NON LOAD BEARING WALLS WITH (1) JACK & (1) KING, SAME AS WALL STUD SIZE, U.N.O.

PROVIDE (3) STUDS, SAME AS WALL STUD SIZE, AT ALL EXTERIOR CORNERS U.N.O.

SEE PLANS OR CONSULT WITH ARCHITECT FOR OPENINGS NOT DESIGNATED.

ROOF FRAMING: DIMENSIONAL LUMBER: HEM FIR #2 OR SOUTHERN PINE #1 OR AS SPECIFIED ON DRAWINGS. ALL ROOF RAFTER FRAMING SHALL BEAR ON DOUBLE WOOD PLATES AND SHALL BE ANCHORED AGAINST UPLIFT WITH HURRICANE TIES SST H3 AT BEARING POINTS. CEILING JOIST SHALL OVERLAP RAFTERS

AND BE SIDE NAILED WITH A-16D NAILS MIN.

SHEATHING: PLYWOOD OR OSB SHEATHING SHALL BE IN ACCORDANCE W/ THE AMERICAN PLYWOOD ASSOCIATION (APA), EXTERIOR EXPOSURE 1. COVER ALL WALL SHEATHING W/ WEATHER BARRIER (SEE 'WEATHER BARRIER' SECTION OF SPECIFICATIONS FOR ADDITIONAL INFORMATION) PRIOR TO INSTALLING FINAL EXTERIOR WALL CLADDING MATERIAL, (SIDING, STUCCO, MASONRY VENEER, ETC.), UNLESS SHEATHING HAS INTEGRATED BARRIER, (I.E. ZIP SYSTEM).

EXTERIOR WALLS ARE TO BE CONSIDERED BRACED/SHEAR WALLS WITH THE FOLLOWING NAILING PATTERN: 10d NAILS @6"O.C. AT EDGES OF PANEL & @12"O.C.

IN MIDDLE FIELD OF PANEL.

WALL: NOM. 7/16 INCH MIN., (40/20) WHEN USED AS SUBSTRATE FOR SIDING OR SIMILAR

NOM. 7/16 INCH MIN. STRUCTURAL 1, (32/16) WHEN USED AS A SUBSTRATE FOR STUCCO, BRICK, STONE OR MASONRY VENEER OR SIMILAR

ALL WALL SHEATHING JOINTS TO OCCUR OVER FRAMING MEMBERS OR COMMON BLOCKING. AT WAINSCOT WALLS OF STUCCO, BRICK, STONE OR MASONRY VENEER WALLS, PROVIDE LARGER SHEATHING SIZE FOR THAT ENTIRE WALL SEGMENT BOTTOM PLATE TO TOP PLATE

REGARDLESS OF FINISH OF UPPER WALL PORTION

ROOF: NOM. 7/16 INCH MIN. BRACE UNSUPPORTED EDGES WITH PANEL SHEATHING CLIPS, SUCH AS SIMPSON STRONG TIE PSCL FOR RAFTERS OR TRUSSES THAT EXCEED 16" O.C. USE 10D NAILS @6"O.C. AT EDGE OF PANEL & @12"O.C. IN MIDDLE FIELD OF PANEL

FASCIA / FRIEZE / WINDOW & DOOR TRIM / MOULDINGS / CORNER TRIM OR SOFFITS W/ INTEGRATED VENTING OR CONT. VENT W/ SCREEN:

- PVC (KLEER, AZEK, OR APPROVED EQUAL)

- FIBER CEMENT (JAMES HARDIE OR APPROVED EQUAL)

DOORS & WINDOWS

WINDOWS AND EXTERIOR DOOR ASSEMBLIES SHALL RECEIVE BOTH HEAD FLASHING & SILL FLASHING AND/OR SILL PANS. CONTRACTOR SHALL USE FLASHING MATERIALS THAT ARE COMPATIBLE WITH ADJACENT BUILDING MATERIALS. NOTE: APPLYING BUYTLE TAPE(S) AROUND THE PERIMETER OF DOOR AND WINDOW ASSEMBLIES DOES NOT QUALIFY AS INSTALLING FLASHING(S). CONTRACTOR SHALL INSURE THAT WHEN INSTALLING FLASHING THAT ADJACENT MATERIALS ARE PROPERLY LAPPED WITH INSTALLED FLASHING MEMBERS. DOORS SHALL BE FURNISHED PRE-HUNG IN A FRAME OF WIDTH TO SUIT WALL THICKNESS EXTERIOR DOORS: PRE-HUNG IN EXTERIOR FRAME, REFER TO PLANS OR SCHEDULE FOR SIZES AND TYPES.

INTERIOR DOORS: PRE-HUNG STYLE & RAIL DOORS FOR PAINTED DOORS USE PAINT GRADE MDF, REFER TO PLANS OR SCHEDULE FOR SIZES AND TYPES.

FOR STAINED DOORS USE MANUFACTURERS STANDARD WOOD SPECIES. SEE DRAWINGS/SCHEDULE FOR ADD'L INFO.

DOORS OR ACCESS HATCHES: DOOR OR ACCESS HATCH BETWEEN CONDITIONED AND UNCONDITIONED SPACES TO BE INSULATED GREATER OR EQUAL TO R

VALUE OF THE ADJACENT ASSEMBLY

WINDOWS: INSULATED GLAZING & COLOR BY OWNER. REFER TO PLANS OR SCHEDULE FOR SIZES &/ OR TYPES & / OR MODEL NUMBERS. (MANUFACTURERS MUST BE APPROVED BY OWNER & ARCHITECT, ROUGH OPENINGS OF WINDOWS MUST BE VERIFIED BY CONTRACTOR PRIOR TO PURCHASING)

GLAZING: ALL WINDOWS AND DOORS W/ GLASS SHALL HAVE INSULATED GLASS WITH LOW-E, UNO. ALL DOORS AND WINDOWS MUST COMPLY TO IECC 2021 [TABLE C402.4 AND SECTION C402.4] FOR INSULATION VALUES. ALL GLAZING BELOW 18" AFF AND ALL GLAZING WITHIN THE ARC OF THE DOOR SWING IS TO BE

TEMPERED. ALL DOORS WITH GLAZING TO BE TEMPERED GLASS.

U FACTOR REQUIREMENTS (FOR CLIMATE ZONE 4):

- FIXED FENESTRATION: 0.38

- OPERABLE FENESTRATION: 0.45

- ENTRANCE DOORS: 0.77

- SKYLIGHTS: 0.50

FINISH CARPENTRY

BASEBOARD & CASING: S 4S CLEAR WHITE PINE CONFIRM SIZE, SHAPE & FINISH WITH OWNER.

TRIM: S 4S KILN DRIED, SELECT GRADE WOOD. CONFIRM SIZE, SHAPE & FINISH WITH OWNER

CABINETS: FINAL SELECTION BY OWNER - INSTALLATION BY CONTRACTOR

UTILITY SHELVING: 3/4" MELAMINE OR PAINTED 3/4" VENEER PLYWOOD

THERMAL AND MOISTURE PROTECTION

CONTRACTOR SHALL REPAIR ANY DAMAGED OR ROTTED SHEATHING BEFORE WORK IS STARTED. SHEATHING SURFACES SHALL BE SMOOTH, FIRM, DRY & FREE FROM LOOSE BOARDS, LARGE CRACKS & PROJECTING ENDS. VENTS AND OTHER PROJECTIONS THROUGH SHEATHING SHALL BE PROPERLY FLASHED AND

SECURED IN POSITION.

FOUNDATION DAMPROOFING: INSTALL DAMPROOFING MEMBRANE ON EXTERIOR FACE OF ALL CMU OR CONCRETE FOUNDATIONS WALLS BELOW GRADE.

STRICTLY FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS TO CONTROL PREPARATION AND APPLICATION. DETERMINE APPLICATION METHOD REQUIRED BY GROUND WATER CONDITION. PROVIDE CERTIFICATION OF COMPLIANCE. PROVIDE APPROPRIATE PROTECTION / DRAINAGE BOARD OR ONE AS RECOMMENDED

BY DAMPROOFING MANUFACTURER.

INSULATION: (IECC 2021 SECTION C402) SEE PLANS FOR R-VALUES. VERIFY VALUES WITH LOCAL CODE OFFICIALS FOAMED-IN-PLACE INSULATION: PROVIDE AIRTIGHT CLOSED-CELL SPRAY FOAM INSULATION WHERE INDICATED. FOLLOW ALL MANUF'S RECOMMENDATION FOR APPLICATION. CERTAIN APPLICATIONS REQUIRE THERMAL / IGNITION BARRIER. REFER TO 2021 IBC SECTION 2603.

SEALANTS:

EXTERIOR VERTICAL: COLOR TO MATCH ADJACENT SURFACES. ONE-PART NON-ACID CURING SILICONE SEALANT: FOR USE BETWEEN CONCRETE, MASONRY, METAL, WOOD & IN EXTERIOR OVERHEAD JOINTS (BASIS OF DESIGN: TREMCO SPECTREM 1)

EXTERIOR HORIZONTAL: COLOR TO MATCH ADJACENT SURFACES. COORD. ONE-PART POURABLE URETHANE SEALANT: FOR USE BETWEEN CONCRETE, MASONRY & METAL (BASIS OF DESIGN: TREMCO VULKEM 45 SSL)

INTERIOR: ACRYLIC LATEX SEALANT: FOR USE BETWEEN JOINTS OF FIELD PAINTED METAL, GYPSUM, PLASTER, CONCRETE & MASONRY

[BASIS OF DESIGN: TREMCO TREMFLEX 834]

FIRE STOPPING: FOAMED IN PLACE SEALANT: FOR USE IN FIRE-RATED ASSEMBLIES INVOLVING MULTIPLE PIPE & CONDUIT PENETRATIONS

[BASIS OF DESIGN: DAP FIREBLOCK FOAM POLYURETHANE]

ONE-PART FIRE STOP SEALANT: FOR USE IN FIRE-RATED ASSEMBLIES INVOLVING SINGLE PIPE & CONDUIT PENETRATIONS & NARROW JOINTS

[BASIS OF DESIGN: TREMCO TREMSTOP FYRE-SIL]

WEATHERSTRIPPING: ALL EXTERIOR DOORS & MECHANICAL ROOM DOORS SHALL RECEIVE WEATHER STRIPPING

PLASTER / STUCCO: THREE (3) COAT SYSTEM, 3/8" SCRATCH, 3/8" BROWN AND 1/8" FINISH, (FINISH COAT SHALL BE LIGHT SAND FINISH & COLOR TO BE SELECTED FROM MANUFACTURERS LIST OF COLORS), 3/4" TO 1" TOTAL THICKNESS. SET OVER CODE COMPLIANT / MANUFACTURER RECOMMENDED LATH, (2)LAYERS GRADE 'D' PAPER, [BENJAMIN OBDYKE "FLATWRAP HP" OR EQ {OR} (1) OUTER LAYER DRAINAGE MAT, (RAINSCREEN), [KEENE DRIWALL 020-1 OR BENJAMIN OBDYKE SLICKER MAX ] & (1) INNER LAYER GRADE 'D' PAPER AND STUD BACKUP ASSEMBLY. PROVIDE WEEP SCREED AND ANY OTHER REQUIRED ACCESSORIES.

EXTERIOR SIDING AND ACCESSORIES: ALL PROFILES TO BE EXTRUDED (PVC) POLYVINYLCHLORIDE OR FIBER CEMENT. LIMITED LIFETIME WARRANTY. MATCH

EXISTING U.N.O. FINISH & COLOR TO BE SELECTED FROM MANUFACTURER'S STANDARD RANGE

WEATHER BARRIER: (PROVIDED OVER EXTERIOR SHEATHING - U.N.O.) LAP/TAPE ALL JOINTS, INCLUDING AT DOORS, WINDOWS, AND ALL OTHER PENETRATIONS/ OPENINGS PER MANUF'S RECOMMENDATIONS. IF USED AS AN AIR BARRIER, PROVIDE SEALANT AT PERIMETER & LAP & TAPE JOINTS AS REQ'D BY MANUF'S 'AIR

BARRIER' REQUIREMENTS.

UNDER ADHERED MASONRY: SEE 'MASONRY' - 'ADHERED MANUFACTURED MASONRY' SPEC

UNDER PLASTER / STUCCO: SEE 'THERMAL & MOISTURE PROTECTION' - 'PLASTER / STUCCO' SPEC

VAPOR RETARDER: WALLS/CEILING (UNDER DRYWALL): PROVIDE A CLASS 3 VAPOR RETARDER W/ TRANSMISSION RATE BETWEEN 1 & 10 PERMS. PROVIDE SEALANT AT PERIMETER & LAP & TAPE JOINTS AS REQUIRED BY MANUFACTURER'S 'VAPOR BARRIER / RETARDER'

REQUIREMENTS.

UNDERSLAB: PROVIDE A CLASS 1, 15 MIL VAPOR RETARDER. OVERLAP SEAMS 6" & TAPE/SEAL. EXTEND EDGES UP WALL 6" MIN., MECHANICALLY FASTEN & SEAL.

FLUID-APPLIED WATERPROOFING (HORIZ): INSTALL FIBERGLASS - ACRYLIC WATERPROOFING SYSTEM APPROVED FOR USE FOR WALKING SURFACES. (PROVIDE AT PORCHES AND DECKS UNDER WOOD DECKING). FIBERGLASS SYSTEM TO BE 3 COAT APPLICATION WITH COLOR COAT OVER 1/4" PLYWOOD (SANDED) OVER

3/4" T&G PLYWOOD, GLUED AND SCREWED. PROVIDE MINIMUM PITCH OF 1/4" PER FOOT.

ASPHALT ROOFING: 50 YEAR ASPHALT SHINGLE, ALGAE RESISTANT [BASIS OF DESIGN CERTAINTEED SHINGLES]

ALL EXISTING ROOFING SHINGLES SHALL BE REMOVED PRIOR TO APPLICATION OF NEW ROOF

ROOFING UNDERLAYMENT: PROVIDE ROOFING UNDERLAYMENT IN COMPLIANCE W/ ASTM D 226, D 1970, D 4869 & D 6757

GUTTERS AND DOWNSPOUTS: ALL EXTERIOR GUTTERS AND DOWNSPOUTS TO BE SEAMLESS ALUMINUM (MIN. .04") WITH BAKED ENAMEL FINISH. GUTTERS TO

BE A MINIMUM 5" 'K' STYLE UNLESS NOTED OTHERWISE

FLASHING: 16OZ COPPER WITH COPPER ROOF OR ALUM. W/ COLOR TO MATCH ROOF (STEP FLASHING 5"x5"x7" TYP)

VENTING: SOFFIT AND RIDGE VENTS AS REQUIRED. CROSS VENTILATION OF ALL ATTIC SPACES SHALL BE PROVIDED. VENTILATION SHALL CONSIST OF SOFFIT AND RIDGE VENTS WITH 1/4" MAX. CORROSION-RESISTANT MESH. PROVIDE CONTINUOUS RIDGE VENT WITH 1" AIRSPACE EACH SIDE. VAULTED / CATHEDRAL CEILINGS

REQUIRE 1" MIN. BAFFLE BETWEEN ROOF & INSULATION. [BASIS OF DESIGN CORAVENT]

FINISHES

VERIFY ALL COLORS & FINISHES OF ALL FINISH ITEMS: FLOOR COVERINGS, PAINT, FIXTURES, PLATES & SIDING W/ OWNER GYPSUM WALLBOARD (GWB): UNITED STATES GYPSUM (USG) OR APPROVED EQUAL. 1/2" GYPSUM WALLBOARD AT ALL INTERIOR SURFACES UNLESS NOTED OTHERWISE / USE MOLD RESISTANT TYPE AT SHOWERS, TUBS, SINKS, AND ANY OTHER WET LOCATIONS. TAPE ALL JOINTS AND FINISH SMOOTH (LEVEL 4 FINISH).

NOTE: WHERE TILE IS TO BE INSTALLED AT TUBS AND SHOWERS, INSTALL FIBERGLASS MAT WATER RESISTANT GYPSUM BACKING PANEL (GEORGIA

PACIFIC-DENSGUARD TILE BACKER OR EQUAL)

WALL & FLOOR TILE: INSTALL. SHALL BE IN ACCORD. W/ TILE COUNCIL OF AMERICA STANDARDS. INSTALL TILE SURFACES SMOOTHLY & FREE OF IRREGULARITIES, HUMPS OR DIPS, W/ JOINTS STRAIGHT, LEVEL, ALIGNED, UNIFORM IN SIZE & TILE CUTS NOT SMALLER THAN HALF A TILE.