HAXTUN COMMUNITY CHILDCARE CENTER · A-301 South & West Exterior Elevations A-302 North & East...

NOTES:

PROJECT NO.DRAWN/DATE

DRAWN BY

DRAWING NO. REVISION

CHECKED BY

B. Olsen A. Wernsman 13/7/2011 6:35:41 AM

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405 West Powell Street, Haxtun, Colorado


A-00111-1475

HAXTUN COMMUNITYCHILDCARE CENTER

Title Sheet

Town of HaxtunP.O. Box 205Haxtun, CO 80731(970) 774-6104

HAXTUN COMMUNITY CHILDCARE CENTER

HA X

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CO

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OWNER:

TOWN OF HAXTUNP.O. BOX 205HAXTUN, CO 80731(970) 774-6104

Owner Representative: Alicia Schram(970) [email protected]

PROJECT ENGINEER:

W.W. ENTERPRISESP.O. BOX 1242LIMON, CO 80828(719) 775-9314

Project Engineer: Brad Olsen(303) [email protected]

Sheet ListSheet Number Sheet Name

A-001 Title SheetArchitectural

A-101 First Floor PlanA-201 Reflected Ceiling & Flooring PlanA-301 South & West Exterior ElevationsA-302 North & East Exterior ElevationsA-401 Door, Window & Wall ScheduleA-501 Building SectionA-502 Building SectionsA-503 Building SectionA-801 Interior DetailsA-802 Kitchen & Restrooms Plan & Details

CivilC-101 Site PlanC-102 Utility Plan

StructuralS-101 Foundation PlanS-102 Foundation DetailsS-201 Roof Plan & Shear Wall Plan

MechanicalM-001 Mechanical Legends, Schedules & DetailsM-002 Mechanical Specifications & SchedulesM-101 First Floor HVAC Plan

PlumbingP-001 Plumbing Legends & SchedulesP-002 Plumbing SpecificationsP-100 Underfloor Plumbing PlanP-101 First Floor Plumbing PlanP-200 Plumbing Isometrics & Details

ElectricalE-001 Electrical LegendE-002 Electrical One-Line DiagramE-003 Electrical SchedulesE-004 Electrical Schedules and DetailsE-005 Electrical SpecificationsE-101 First Floor Lighting PlanE-102 First Floor Power Plan

IBC 2006 DATA

308.5.2 CHILD CARE FACILITY, EXCEPTION: LESS THAN 100 CHILDREN 2-1/2 YEARS OR LESS OF AGE305.2 OCCUPANCY GROUP CLASSIFICATION: GROUP E - DAY CARE

TABLE 503: GROUP E, TYPE V-B. MAXIMUM ALLOWABLE FLOOR AREA = 9,500 SQFT PROVIDED FLOOR AREA = 5,223 SQFT 1 STORY HEIGHT ALLOWED

TABLE 601, TYPE V: 0-HOUR RATED BUILDING ELEMENTS.

[F] 903.2.2 GROUP E: AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED FOR FACILITIES LESS THAN 20,000 SQFT

BUILDING OCCUPANCY TABLERoom

Number Name AreaIBC

LoadsIBC

OccupancyDOLALoads

DOLAOccupancy

101 TODDLER ROOM 556 SF 35 SF 16 45 SF 12102 INFANT ROOM 614 SF 35 SF 18 50 SF 12103 OFFICE 112 SF 100 SF 1 0104 OFFICE 113 SF 100 SF 1 0105 RECEPTION 253 SF 100 SF 3 0106 KITCHEN 219 SF 100 SF 2 0107 SAFE ROOM 232 SF 0 0108 STAFF BATH 80 SF 0 0109 MECHANICAL & LAUNDRY 111 SF 0 0110 AFTER SCHOOL ROOM 694 SF 35 SF 20 28 SF 25111 PRESCHOOL ROOM 1215 SF 35 SF 35 30 SF 41112 RESTROOM 38 SF 0 0113 RESTROOM 49 SF 0 0114 TODDLER RESTROOM 21 SF 0 0115 HALLWAY 151 SF 0 0116 PRESHOOL RESTROOM 110 SF 0 0

95 90

APPLICABLE CODES

INTERNATIONAL BUILDING CODE, 2006 EDITIONINTERNATIONAL MECHANICAL CODE, 2006 EDITIONINTERNATIONAL PLUMBING CODE, 2006 EDITIONINTERNATIONAL FIRE CODE, 2006 EDITIONINTERNATIONAL FUEL GAS CODE, 2006 EDITIONINTERNATIONAL ENERGY CONSERVATION CODE, 2006 EDITIONNATIONAL ELECTRICAL CODE, MOST CURRENT EDITIONNFPA 101 - LIFE SAFETY CODE, 2006 EDITION

GENERAL NOTES1. SECTION 907.2.3 GROUP E - "AN MANUAL FIRE ALARM SYSTEM SHALL BE INSTALLED IN GROUP E OCCUPANCIES."2. ALL CONSTRUCTION IS INTENDED TO BE IN CONFORMANCE WITH FEDERAL, STATE, CURRENT LOCAL ORDINANCES AND BUILDING CODES,

INCLUDING THE AMERICAN WITH DISABILITIES ACT OF 1990 (A.D.A.G.) REPORT ANY DISCREPANCIES PRIOR TO CONSTRUCTION.3. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES PRIOR TO CONSTRUCTION. CONTACT W.W.

ENTERPRISES IF CLARIFICATIONS ARE NEEDED.4. DO NOT SCALE DRAWINGS; USE DIMENSIONS SHOWN ON THE DRAWINGS.5. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO COMMENCING CONSTRUCTION AND INFORM W.W. ENTERPRISES OF ANY

DISCREPANCIES.6. GENERAL CONTRACTOR TO VERIFY REQUIREMENTS OF ALL OWNER FURNISHED ITEMS WITH OWNER PRIOR TO CONSTRUCTION.7. VERIFY DIMENSIONS OF PLUMBING FIXTURES VERSUS PARTITION TYPES DUE TO WALL THICKNESS.8. VERIFY DIMENSIONS OF MANUFACTURED EQUIPMENT PRIOR TO CONSTRUCTION.9. DIMENSIONS ARE TO CENTER OF STUDS OR TO GRID LINE, UNLESS OTHERWISE NOTED. PLANS DO SHOW GYPSUM BOARD.10. CONTRACTOR IS RESPONSIBLE FOR PROVIDING BLOCKING REQUIRED FOR ANY WALL HUNG EQUIPMENT, TOILET ACCESSORIES, SHELVING,

CABINETS, SHOWER SEATS, EXTERIOR LIGHTS, ETC..11. WINDOWS WITHIN 24" OF A DOOR TO BE SAFETY GLAZING. IN HAZARDOUS LOCATIONS TO BE TEMPERED FOR IMPACT RESISTANCE.12. VINYL CORNER GUARDS TO BE INSTALLED AT ALL EXTERIOR CORNERS, CORRIDORS, REGISTRATION, ROOMS, AND KITCHEN.

DEFERRED SUBMITTALSTHE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE DESIGN BUILD DRAWINGS, CALCULATIONS, SHOP DRAWINGS, ETC. FORREVIEW AND APPROVAL BY THE OWNER AND HIS REPRESENTATIVE. THE CONTRACTOR SHALL INCLUDE ALL REQUIRED MATERIAL AND LABOR TOINSTALL/FABRICATE THESE ITEMS. AFTER THESE ITEMS ARE APPROVED, THE GENERAL CONTRACTOR SHALL SUBMIT THEM TO THE BUILDINGDEPARTMENT AS DEFERRED PERMIT ITEMS. THESE ITEMS ARE AS FOLLOWS:1. ROOF TRUSSES2. FIRE ALARM SYSTEMS

MECHANICAL, ELECTRICAL & PLUMBING ENGINEER:

SHAFFER BAUCOM ENGINEERING & CONSULTING7333 230, SUITE 230LAKEWOOD, CO 80235(303) 986-8200

RevisionsNumber Description Date

1 ISSUED FOR CONTRUCTION 03/07/11

PROJECT LOCATION

WH

A-301

A-302

A-3022A-301

1

1

2

1

1

2

2

3

3

4

4

A A

B B

C C

40' - 0" 30' - 0" 40' - 0"

110' - 0"

40' -

0"

20' -

0"

40' - 0" 30' - 0" 40' - 0"

18' -

9 5

/8"

4 3/

4"20

' - 9

5/8

"

40' -

0"

20' -

0"

60' -

0"

1A-501

1A-501

232 SF

SAFE ROOM107

112 SF

OFFICE103

113 SF

OFFICE104

219 SF

KITCHEN106

253 SF

RECEPTION105

80 SF

STAFF BATH108

694 SF

AFTER SCHOOLROOM

110

151 SF

HALLWAY115

30' - 2"

8' - 0 3/4"

29' -

5 1

/2"

13' - 5 7/8"

42" TALL WALLS

111 SF

MECHANICAL &LAUNDRY

109

38 SF

RESTROOM112

49 SF

RESTROOM113

1215 SF

PRESCHOOLROOM

111

110 SF

PRESHOOLRESTROOM

116

42" TALL WALL

556 SF

TODDLER ROOM101

21 SF

TODDLERRESTROOM

114

2A-502

A-801

1

E

A

C

B

C

D

INSULATE THIS WALLWITH 3" SOUND BATT

S-1

8' - 3" 8' - 3" 23' - 6" 3' - 6" 7' - 6" 4' - 0" 4' - 0" 5' - 0" 6' - 0" 6' - 0" 17' - 6" 8' - 3" 8' - 3"

8' -

3"11

' - 9

"11

' - 9

"8'

- 3"

23' - 2 3/4" 8' - 3" 8' - 3"

6' -

6"8'

- 10

"4'

- 8"

20' -

0"

8' - 3" 8' - 3" 13' - 9 1/4"

30' - 3 1/4"

31' - 10" 4' - 1" 4' - 1" 30' - 0" 3' - 0" 37' - 0"

A-8013

614 SF

INFANT ROOM102

9' - 8 3/4" 5' - 0 1/4" 7' - 2" 10' - 10" 6' - 11 3/4" 3 1/4"

B

C

E

C

102

101

108

107

120 119

117

118

103 104 105

112 114

113

116

114

121

110

111

106

A

A

AA

A

A

A

BC

B

S-1A

A

6' - 5 3/4" 4' - 0" 3' - 1"

A A

A A

A

A

A

A

A A

A

A

A

AA

A-8019

9' -

1 1/

8"8'

- 6

7/8"

8' - 8 3/4" 16' - 0 3/8" 14' - 0"

A

A

8' -

3"7'

- 8"

10' -

4"

5' -

6"8'

- 3"

A-801 4

A-801

2

A-8021

1A-503

1A-503

C

C

A-801 5

10' -

5"

6' -

1"6'

- 4

7/8"

6' -

1 1/

4"

8' -

1 1/

4"7'

- 9"

7' -

0 5/

8"

38' -

10

3/4"

A-801

8

7

A-801

1

Sim

9' - 9 3/4" 7' - 1 3/8"

F

S-1

S-1

NOTE 2. NOTE 2.NOTE 2.

NOTE 2.

C

C

Semi-Recessed Fire Extinguisher Cabinet10 44 13.A3





6

122

CLOSET

F

B

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A-10111-1475


First Floor Plan


1/4" = 1'-0"1 First Floor



1. SECTION 907.2.3 GROUP E - "A MANUAL FIRE ALARM SYSTEM SHALL BEINSTALLED IN GROUP E OCCUPANCIES."

2. CONTRACTOR TO PROVIDE AND INSTALL 16" WIDE WIRE SHELVES IN CLOSETS,(4) EACH PER CLOSET. SUPPORT WITH ADJUSTABLE WALL MOUNT TRACKS ATMAX. 24" O.C.

DW WH

A.F.F.2' x 2' ACT System

8' - 6"110,115,105


8' - 6"101,114


8' - 6"102


8' - 6"104


8' - 6"103


8' - 6"111, 116

A.F.F.5/8" GWB

8' - 0"113

A.F.F.5/8" GWB

8' - 0"112

A.F.F.5/8" GWB

8' - 0"108


8' - 6"107


8' - 6"110,115,105

A.F.F.2' x 2' ACT System GWB Panels

8' - 6"119

A.F.F.2' x 2' ACT System GWB Panels

8' - 6"109

A.F.F.5/8" GWB

10' - 0 3/8"101

A.F.F.5/8" GWB

10' - 0 3/8"102

A.F.F.5/8" GWB

10' - 0 3/8"110

A.F.F.5/8" GWB

10' - 0 3/8"113

A.F.F.5/8" GWB

10' - 0 3/8"112

A.F.F.5/8" GWB

10' - 0 3/8"111, 116

A.F.F.5/8" GWB

10' - 0 3/8"109

A.F.F.5/8" GWB

10' - 0 3/8"Closet

A.F.F.5/8" GWB

10' - 0 3/8"Closet

A.F.F.5/8" GWB

10' - 0 3/8"Closet

A.F.F.5/8" GWB

10' - 0 3/8"106

A.F.F.5/8" GWB

10' - 0 3/8"Closet

6" CONCRETESAFE ROOM LID

A.F.F.5/8" GWB

10' - 0 3/8"Closet

A.F.F.5/8" GWB

10' - 0 3/8"115, 105

A.F.F.5/8" GWB

10' - 0 3/8"108

A.F.F.5/8" GWB

10' - 0 3/8"113

A.F.F.5/8" GWB

10' - 0 3/8"112

DROP DOWN STAIRS TYPE ATTIC ACCESS(LOCATION PER CONTRACTOR)

CARPETCARPET

CARPETVCT

VCT

VCT

VCTCARPET

VCT

VCT

VCTVCT

Ceramic Tile VCT VCT

CARPET

CARPET

CARPET

VCT

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A-20111-1475


Reflected Ceiling & Flooring Plan


1/8" = 1'-0"1 First Floor Reflected Ceiling Plan

Ceiling Schedule

TypeTotalArea

HeightOffset

From Level RoomCompound Ceiling: 2' x 2' ACT System 564 SF 8' - 6" 101,114Compound Ceiling: 2' x 2' ACT System 602 SF 8' - 6" 102Compound Ceiling: 2' x 2' ACT System 97 SF 8' - 6" 104Compound Ceiling: 2' x 2' ACT System 96 SF 8' - 6" 103Compound Ceiling: 2' x 2' ACT System 1224 SF 8' - 6" 111, 116Compound Ceiling: 2' x 2' ACT System 1007 SF 8' - 6" 110,115,105Compound Ceiling: 2' x 2' ACT System 208 SF 8' - 6" 107

3798 SF

Compound Ceiling: 2' x 2' ACT SystemGWB Panels

220 SF 8' - 6" 119

Compound Ceiling: 2' x 2' ACT SystemGWB Panels

111 SF 8' - 6" 109

331 SF

Compound Ceiling: 5/8" GWB 19 SF 10' - 0 3/8" ClosetCompound Ceiling: 5/8" GWB 81 SF 8' - 0" 108Compound Ceiling: 5/8" GWB 50 SF 8' - 0" 113Compound Ceiling: 5/8" GWB 39 SF 8' - 0" 112Compound Ceiling: 5/8" GWB 111 SF 10' - 0 3/8" 109Compound Ceiling: 5/8" GWB 35 SF 10' - 0 3/8" ClosetCompound Ceiling: 5/8" GWB 35 SF 10' - 0 3/8" ClosetCompound Ceiling: 5/8" GWB 692 SF 10' - 0 3/8" 110Compound Ceiling: 5/8" GWB 620 SF 10' - 0 3/8" 101Compound Ceiling: 5/8" GWB 650 SF 10' - 0 3/8" 102Compound Ceiling: 5/8" GWB 1336 SF 10' - 0 3/8" 111, 116Compound Ceiling: 5/8" GWB 113 SF 10' - 0 3/8" 113Compound Ceiling: 5/8" GWB 112 SF 10' - 0 3/8" 112Compound Ceiling: 5/8" GWB 220 SF 10' - 0 3/8" 106Compound Ceiling: 5/8" GWB 19 SF 10' - 0 3/8" ClosetCompound Ceiling: 5/8" GWB 81 SF 10' - 0 3/8" 108Compound Ceiling: 5/8" GWB 50 SF 10' - 0 3/8" 113Compound Ceiling: 5/8" GWB 39 SF 10' - 0 3/8" 112Compound Ceiling: 5/8" GWB 17 SF 10' - 0 3/8" ClosetCompound Ceiling: 5/8" GWB 411 SF 10' - 0 3/8" 115, 105

4729 SF

1/8" = 1'-0"2 First Floor - Reflected Ceiling Plan Hard Lid

1/8" = 1'-0"3 Flooring Plan

Floor Material Takeoff

TypeArea

Summary CommentsFloor: 2" Rigid Insulation 1588 SF Underslab Insulation, Reference Building SectionsFloor: CARPET 1721 SFFloor: Ceramic Tile 81 SFFloor: VCT 2872 SF

Room Finish ScheduleRoom

Number Room Name AreaBaseFinish

FloorFinish Wall Finish

101 TODDLER ROOM 556 SF Rubber Carpet/VCT Painted Color 1102 INFANT ROOM 614 SF Rubber Carpet/VCT Painted Color 1103 OFFICE 112 SF Rubber Carpet Painted Color 1104 OFFICE 113 SF Rubber Carpet Painted Color 1105 RECEPTION 253 SF Rubber VCT Painted Color 1106 KITCHEN 219 SF Rubber VCT Painted Color 1107 SAFE ROOM 232 SF Rubber VCT Painted Color 1108 STAFF BATH 80 SF Rubber VCT Painted Color 1109 MECHANICAL & LAUNDRY 111 SF Rubber VCT Painted Color 1110 AFTER SCHOOL ROOM 694 SF Rubber Carpet/VCT Painted Color 1111 PRESCHOOL ROOM 1215 SF Rubber Carpet/VCT Painted Color 1112 RESTROOM 38 SF Rubber VCT Painted Color 1113 RESTROOM 49 SF Rubber VCT Painted Color 1114 TODDLER RESTROOM 21 SF Rubber VCT Painted Color 1115 HALLWAY 151 SF Rubber Carpet Painted Color 1116 PRESHOOL RESTROOM 110 SF Rubber VCT Painted Color 1



First Floor0"

Roof10' - 1"

B.O. Footing-3' - 10"

Foundation-3' - 0"

Ceiling Grid8' - 6"

SIGN SUPPLIED BY OWNER.PROVIDE ELECTRICAL POWER TO SIGN.

CONTINUOS RIDGE VENT (NOT SHOWN)

STUCCOSTUCCO

STUCCO7/8" Stucco09 24 00.B1

Asphalt Shingles07 31 00.A1

Chain Link Fence32 31 00.A1 Fibergass Casement Window

08 52 13.A1

Metal Soffit Panels07 42 00

First Floor0"

Roof10' - 1"


Foundation-3' - 0"

STUCCOSTUCCO

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A-30111-1475


South & West Exterior Elevations


1/4" = 1'-0"1 South

1/4" = 1'-0"2 West



First Floor0"

Roof10' - 1"


Foundation-3' - 0"

STUCCO STUCCO

CONTINUOUS RIDGE VENT (NOT SHOWN)

30-YEAR COMPOSITE SHINGLE

CONTINUOUS SEAMLESS GUTTERLOCATE DOWNSPOUTS AT AMAXIMUM 40' APART

First Floor0"

Roof10' - 1"


Foundation-3' - 0"

STUCCO

STUCCO

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A-30211-1475


North & East Exterior Elevations


1/4" = 1'-0"1 North

1/4" = 1'-0"2 East



6' - 0"

7' -

0"

3' - 0" 3' - 0"3' - 0"

7' -

0"VISIONLIGHT VISION

LIGHTS

TYPE A TYPE B TYPE C TYPE D TYPE E

3' - 0"

TYPE F

6' - 0"

7' -

0"

TYPE A

FIBERGLASS FRAME

STUCCO EXTERIORPOP-OUT TRIM

D

C

A

B

3-COAT STUCCO FINISHOVER 15# FELT PAPER

7/16" O.S.B. SHEATHING

R-19 BATT INSULATION

2x6 STUDS @ 16" O.C.

5/8" GYPSUM WALL BOARDOVER VAPOR BARRIER

7 5/

8"4

3/4"

4 3/

4"6

3/4"

UL356

U311

5/8" GYPSUM WALL BOARDONE SIDE AT SAFE ROOM


HARDI BACKER & CERAMIC TILEWHERE REQUIRED IN PLACE OF GWB

5/8" GYPSUM WALL BOARD


3" THICK SOUND ATTENUATION BLANKET



REFERENCE STRUCTURAL DRAWINGS FOR CONCRETE WALL DETAILS

E



PLYWOOD SHEATHING FOR SHEARSEE STRUCTURAL DRAWINGS FOR DETAILS

HARDI BACKER & CERAMIC TILEWHERE REQUIRED

4" CERAMIC WALL TILE

5/8" GYPSUM WALL BOARDWHERE APPLICABLE


F

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A-40111-1475


Door, Window & Wall Schedule


Door ScheduleDoor

Number Description Door Size Thickness Door Type Qty Door Material Door Finish Frame TypeDetails Hardware

Set No CommentsHeader Sill

101 Exterior Door Single-Glass Half 36" x 84" 1 3/4" A 1 Hollow Metal Paint Welded Hollow Metal Painted (2) 2x6 Exterior102 Exterior Door Single-Glass Half 36" x 84" 1 3/4" A 1 Hollow Metal Paint Welded Hollow Metal Painted (2) 2x6 Exterior103 Exterior Door Single-Glass Half 36" x 84" 1 3/4" A 1 Hollow Metal Paint Welded Hollow Metal Painted (2) 2x6 Exterior Panic Bar104 Exterior Door Single-Glass Half 36" x 84" 1 3/4" A 1 Hollow Metal Paint Welded Hollow Metal Painted (2) 2x6 Exterior Panic Bar105 Exterior Door Single-Glass Half 36" x 84" 1 3/4" A 1 Hollow Metal Paint Welded Hollow Metal Painted (2) 2x6 Exterior

5

106 Double-Glass Metal Door 72" x 84" 1 3/4" B 1 Hollow Metal Paint Welded Hollow Metal Painted (3) 2X6 Exterior Panic Bar1

107 Interior Door Single-Glass Half 36" x 84" 1 3/4" C 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing108 Interior Door Single-Glass Half 36" x 84" 1 3/4" C 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing109 Interior Door Single-Glass Half 36" x 84" 1 3/4" C 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing110 Interior Door Single-Glass Half 36" x 84" 1 3/4" C 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing111 Interior Door Single-Glass Half 36" x 84" 1 3/4" C 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing

5

112 Single-Flush 36" x 84" 1 3/4" D 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing113 Single-Flush 36" x 84" 1 3/4" D 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing114 Single-Flush 36" x 84" 1 3/4" D 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing114 Single-Flush 36" x 84" 1 3/4" D 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing116 Single-Flush 36" x 84" 1 3/4" D 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing122 Single-Flush 36" x 84" 1 3/4" D 1 Hollow Metal Paint

6

117 Double-Flush 72" x 84" 1 3/4" E 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing118 Double-Flush 72" x 84" 1 3/4" E 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing119 Double-Flush 72" x 84" 1 3/4" E 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing120 Double-Flush 72" x 84" 1 3/4" E 1 Hollow Metal Paint Redi-Frame with 2 1/4" Colonial Casing

4

121 Storm Safe Door 36" x 84" 1 3/4" F 1 Steel Assembly Paint According to Manufacturer Mesker Tornado Door, FEMA 361, Model HG 305 7s Hinge,Securitech Model 8444SBO 3-point locking system

1

Window Schedule

Type Mark Quantity SizeRough Opening

Type Manufacturer Model Material FinishWidth HeightA 20 36" x 48" 3' - 0" 4' - 0" Casement Marvin Integrity Ultrex Fiberglass Wrap interior

with drywall

1/4" = 1'-0"Door Type

1/4" = 1'-0"Window Type



Wall Qantities

Mark Type

Approx.Area

Summary

Approx.Length

Summary

A Exterior - Stucco on Wood Stud 3022 SF 338' - 1"

B Interior - 6 3/4" Partition (1-hr) 791 SF 81' - 1 1/8"

C Interior - 4 3/4" Partition (1-hr) 2182 SF 287' - 7 1/2"

D Interior - 4 3/4" Partition (1-hr) with Sound Batt 395 SF 39' - 9 1/8"

E Interior - Shear Wall 249 SF 25' - 9 1/2"

F 4" Wall Tile 693 SF 189' - 0 7/8"

1" = 1'-0"Wall Type Legend

Contractor is to supply door and door hardware schedule for submittal prior to purchase of doors.

First Floor0"

Roof10' - 1"


Foundation-3' - 0"

A B

2x2 ACT CEILING GRID

GWB LID

Ceiling Grid8' - 6"

A D

1A-503

MECHANICAL UNIT WITHIN ATTIC SPACE

A-5021

ALL MECHANICAL DUCK WORK, ELECTRICAL, ETC. TO BE PLACED IN THIS SPACE

DO NOT USE ATTIC SPACEFOR UTILITY RUNS

4' - 0"

2" RIGID INSULATION, TYPICAL ALL EXTERIOR FOUNDATION WALLS

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A-50111-1475


Building Section


1/2" = 1'-0"1 Section 1



First Floor0"

Roof10' - 1"


Foundation-3' - 0"

2

CONCRETE WALLS

GWB ONESIDE ONLYON 2x4 STUDWALL

CEILING GRID

6" CAST-IN-PLACECONCRETE LID

A

S-1 S-1

VCT FLOOR TILE

4" CONCRETE SLAB

2" RIGID INSULATIONBENEATH ENTIRE FLOOR INSAFE ROOM

REFERENCE STRUCTURAL DRAWINGS FOR DETAILS

First Floor0"

Roof10' - 1"


Foundation-3' - 0"

A

Ceiling Grid8' - 6"

5/8" GYPSUM BOARDOVER VAPOR BARRIER

R-38 BLOW-IN INSULATION

COMPOSITE ASPHALT SHINGLES

15# FELT PAPER


1x8 FASCIA

ALUM. SEAMLESS GUTTER

ALUM. FASCIA

ALUM. SOFFIT WITH VENT HOLES

7/8" 3-COAT PORTLAND CEMENTSTUCCO FINISH



R-19 INSULATION WITH VAPOR BARRIER

5/8" GYPSUM BOARD

2" RIGID INSULATION

CAST-IN-PLACE CONCRETE FOUNDATIONSEE STRUCTURAL SHEETS

4" CONCRETE SLAB

VCT TILE OR CARPET

BASE TRIM

ACOUSTIC CEILING TILE

PRE-ENGINEERED TRUSSES @ 24" O.C.2x BLOCK AT EACH TRUSS

TRUSS CLIPS PERTRUSS MANUFACTURER

TREATED WOOD PLATE

A

4" EXTERIOR SLABSLOPE 1/8" PER 1'-0"

AWAY FROM BUILDING

2X6 THERMAL BREAK

4' - 0"

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A-50211-1475


Building Sections


1/2" = 1'-0"2 Section 2



1" = 1'-0"1 Typical Wall Section

First Floor0"

Roof10' - 1"


Foundation-3' - 0"

1 2 3 4

1A-501

Ceiling Grid8' - 6"

MECHANICAL UNITSMECHANICAL UNITS

3/4" PLYWOOD DECKING

ATTIC CATWALK AREA WITHIN TRUSSES

A

C

BA

ALL MECHANICAL DUCK WORK, ELECTRICAL, ETC. TO BE PLACED IN THIS SPACE

DO NOT USE ATTIC SPACEFOR UTILITY RUNS

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A-50311-1475


Building Section




1/4" = 1'-0"1 Section 3

First Floor0"

Roof10' - 1"

Ceiling Grid8' - 6"

3' -

0"1'

- 6"

2' -

6"

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

6' - 1"

8' -

6"

8' - 0"

3' - 3"

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

MIRROR IMAGE FOR INFANT ROOM

1aA-801

CHANGINGTABLE

First Floor0"

Roof10' - 1"

B

Ceiling Grid8' - 6"

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

3' - 3" 8' - 0"

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

A-801

10

13

12

11

4 3/4" 6' - 2 3/4" 4 3/4"

4 3/

4"8'

- 0

3/8"

CEI

LIN

G H

EIG

HT

8' -

0"

40" M

AX.

4' -

0"

3' - 0" 6 1/2"

1' - 6"40" M

AX.

First Floor0"

Roof10' - 1"

Ceiling Grid8' - 6"

2X6 RAFTERS

SURFACE LIGHT

33" -

36"

3' - 5"

6" 4' - 0"

min

.

1' -

7"

39" -

41"

MIN

.

1' -

6"

POLISHED STAINLESSSTEEL GRAB BAR

PROVIDE BLOCKING

First Floor0"

B

Ceiling Grid8' - 6"

2' - 6" 2' - 6" 2' - 6" 2' - 6"

10' - 0"

11' - 2 1/4"

4' -

6"2'

- 6"

First Floor0"

Ceiling Grid8' - 6"

5' - 0"

7' -

0"

3' -

6"

First Floor0"

Ceiling Grid8' - 6"

2' -

7"

1' - 6"

2' - 6" 5' - 5 7/8"

2' - 6"2' - 6"

3' -

6"

2x4 WALL FINISHED

3' -

6"

2' -

7"

LAMINATED COUNTER TOPS

2x4 WALL FINISHED

9' - 0"

8' - 0"

4' -

0"

4" TALL CURBAT CHANGINGTABLE (2 SIDES)

4" TALL CURBAT CHANGING

TABLE (2 SIDES)

2' -

0"

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A-80111-1475


Interior Details


1/4" = 1'-0"1 Room Cabinetry 1/4" = 1'-0"3 Preschool Cabinetry

1/2" = 1'-0"9 H.C. Restroom Callout 1/2" = 1'-0"10 Elevation 1 - a

1/2" = 1'-0"11 Elevation 1 - b 1/2" = 1'-0"12 Elevation 1 - c

1/2" = 1'-0"13 Elevation 1 - d

1/4" = 1'-0"4 Infant Room Upper Cabinetry 1/4" = 1'-0"2 Toddler Room Cabinetry



1/4" = 1'-0"5 Toddler Bath East Wall

1/4" = 1'-0"8 Reception Desk North Elevation 1/4" = 1'-0"7 Receptions Desk West Elevation

1/2" = 1'-0"1a Section at Changing Table

1/4" = 1'-0"6 Toddler Bath West Wall

DW WH W

REF

.

D

3

B

A-802

2

3

A-801

10

13

12

11

22' - 4 1/4"

10' -

7 3

/4"

3' -

2"

A-802

4

A-802

5

10' - 6" 6' - 7 1/2" 5' - 2 3/4" 5' - 2 5/8" 4' - 1" 5' - 4 3/4"

8' -

6 1/

8"10

' - 7

3/4

"

14' - 8 3/8"

9' - 0"

4' -

5 5/

8"

ROLL IN SHOWER

First Floor0"

Roof10' - 1"

Ceiling Grid8' - 6"

1' -

6"3'

- 0"

FLOOR SINK

3' - 0"2' - 0"3' - 0"2' - 1 1/4"8' - 3"3' - 0"3 1/4"

3' - 0"

1 7/8"

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

1 5/8"

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

FILLER

FILLER

FILLERFILLER

2' -

6"

First Floor0"

Roof10' - 1"

Ceiling Grid8' - 6"

DRYSTORAGE

3' -

0"1'

- 6"

HARD LID

4' - 0"2' - 0"2' - 6"3' - 0"

11' - 6"4 3/4" 5' - 0 3/4"

2' -

6"

3' - 0" 2' - 6" 2' - 0" 4' - 0"

First Floor0"

Roof10' - 1"

3' - 0"3' - 0"3' - 0"2' - 6"2' - 9 5/8"

14' - 3 5/8"

3' -

0"1'

- 6"

2' -

6"

10' -

1"

2' - 6" 2' - 6" 3' - 0" 3' - 0" 3' - 0"

First Floor0"

Roof10' - 1"

3

Ceiling Grid8' - 6"

5 3/4"6' - 1 3/4"5 3/4"4' - 9"5 3/4"4' - 8 7/8"5 3/4"3' - 7 1/4"5 3/4"4' - 11 1/2"

2' -

6"

CEI

LIN

G H

EIG

HT

8' -

0"

2x6 CEILING FRAMING

48" WAINSCOT48" WAINSCOT48" TALL WALL

48" TALL WALL

2' -

0"

REF.PLUMBING

FOR SHOWERDETAIL

HARD LID HARD LID HARD LIND

10' - 0 3/4"

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A-80211-1475


Kitchen & Restrooms Plan & Details


1/2" = 1'-0"1 Kitchen & Restrooms Plan

1/4" = 1'-0"2 Kitchen North Wall Elevation

1/4" = 1'-0"3 Kitchen South Wall Elevation

1/4" = 1'-0"4 Mechanical Room South Wall Elevation

1/2" = 1'-0"5 Restrooms South Wall Elevation



48' -

0"

80' - 0"38' - 0"

18' -

0"

8' -

0"

8' - 0" 30' - 0" 50' - 0"

150.00'

150.00'

200.

00'

25' - 0"

15' - 0"

74' -

0"

20' -

0"

P O W E L L S T R E E T

S T

R E

E T

END OF PAVEMENT

SCHOOL PROPERTYBOCES

100.00'

125.00'

200.

00'

150.

00'

125.00'

200.

00'

24' -

0"

40' - 0 1/2"

66' -

0"

EXISTING GRAVEL ROADWAY

OWNER TORELOCATETREES WHERENECESSARY

EXISTING TREES

4" CONC. SLAB

4" CONC. SLAB

4' HIGH CHAIN LINK FENCE

4' HIGH CHAINLINK FENCE

38' -

0"

78' -

0"

200.

00'

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C-10111-1475


Site Plan


1" = 20'-0"1 Site Plan



EW EWEW EW EW EW EW EW EW EWEWEW EWEW

WW

W

EEEE

EE EEEE EE EE EE

ET ETET ET ET ET ET ET ET ET ET ET ET ET ET ET ET ET ET ET ET ET ET ET ET ET ET ET

E

E

E

E

ESES ESESESESESESESESESESES

ESES

ESES

ESES

ESES

ESES

ESES

ES

TT

T

SS

SS

G G

GG

GG

EG EGEG EG EG EG

SCHOOL PROPERTY

BOCES

EXISTING FIREHYDRANT

EXISTING WATER LINE

100.00'

125.00'

200.

00'

150.

00'

200.

00'

EXISTING ELECTRICAL JUNCTION BOX

EXISTING TELEPHONE PEDESTAL

NEW SEWER LINE AND MANHOLE, BY TOWN5' DEEP, SEWER TIE-IN POINT

NEW WATER LINE BY TOWN EXISTING WATER VALVE

NEW GAS LINE BY TOWN

150.00'

200.

00'

150.00'

200.

00'

NEW ELECTRICAL DISTRIBUTIONBOX BY TOWN

NEW WATER LINE

NEW ELECTRICALPOWER

WATER VALVE BY TOWN

NEW GAS LINE

NEW SEWER CLEAN OUT(S)

NEW SEWER LINE

NEW TELEPHONE LINE

100.00'

100.00'

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C-10211-1475


Utility Plan




1" = 40'-0"1 Utility Plan

1

1

2

2

3

3

4

4

A A

B B

C C

110' - 0"

40' -

0"

39' - 11 3/4"

40' -

0"

10' -

9 1

/2"

9' - 4 3/4"

9' - 8 3/4" 30' - 3"

20' -

0"

20' -

0"

39' - 9"

8' - 0 3/4"

8"

30' - 3 1/4"

2S-101

2S-102

3S-102

3' - 0"

3' -

0"

3' - 0"

3' -

0"

S-8 S-1

S-4

S-2

S-2

S-3

S-4

S-2

S-10

S-9

S-8

S-8

S-1

S-2

S-6

S-3S-2

S-5

S-9

S-9

S-4

S-2

S-2

S-3

S-2S-1

S-2

2S-101

Sim

2S-101

Sim

4" CONCRETESLAB WITH #3BARS @ 24" O.C.

2S-101

Sim

2S-101

Sim

1' - 6" 1' - 6"

17' -

6"

3S-101

1' - 6" 1' - 6"

12' -

0" 3

S-101

Sim

S-7

S-1021

First Floor0"


Foundation-3' - 0"

4" CONCRETE SLAB w/#3 REBAR @ 48" O.C.

#4 VERT. BARS @ 48" O.C.

(2) #5 CONTINUOUS BARS


2x6 TREATED PLATE

1/2" DIA ANCHOR BOLTS @ MAX 48" O.C.

CONTINUOUS BARS INFOOTING, SEE SCHEDULE

2" RIGID INSULATION

PER PLAN

First Floor0"

3

1' - 6" 1' - 6"

3' - 0"

1' -

0"

4" CONCRETE SLABWITH #3 BARS @ 24" O.C.(3) #5 LONGITUDE BARS

#4 TRANSVERSE BARS @ 18" O.C.

2" RIGID INSULATION

NOTES:


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S-10111-1475


Foundation Plan


1/8" = 1'-0"1 Foundation

3/4" = 1'-0"2 Typical Foundation Wall Section

DESIGN CRITERIADesign Code: IBC 2006

Soils Report: W.W. Enterprises, Dated February 9, 2011, Project No. 11-1475Maximum Soil Load (DD+LL): 1,500 psfDead Load: 500 psf

Live Loads: Ground Snow: 30 psfRoof Live Load: 30 psf

Wood Framed Structure Wind Loads: Section 3 Gust, 90 MPH Exposure CImportance Factor: 1

Safe Room Structure Wind Loads: Section 3 Gust, 250 MPH Exposure CImportance Factor: 1

Seismic Loads: Site Class: CCategory: BImportance Factor: 1Ss=0.29, Si=0.07, Fa=1.2, Sds=0.232, Sdl=0.079Lateral System - Wood Framed Walls, R=6.5, Cs=0.031


A ISSUED FOR REVIEW 01/25/11B ISSUED FOR ESTIMATE 02/01/11C ISSUED FOR REVIEW 02/16/11D ISSUED FOR APPROVAL 02/19/11

Foundation Schedule

Mark DescriptionLength

SummaryVolume

Summary

RebarLongitude

(Horizontal)Transverse

(Vertial)S-1 8" Concrete Storm Shelter Wall 77' - 0 1/2" 23 CY #5 @ 12" o.c. #5 @ 12" o.c.S-2 Foundation - 8" Concrete Wall 337' - 4" 25 CY (2) #5 Top and Bottom #4 @ 48" o.c.S-3 Foundation - 12" Wide Concrete Footing 108' - 7" 3 CY (2) #5 NoneS-4 Foundation - 16" Wide Concrete Footing 169' - 2 1/4" 7 CY (2) #5 NoneS-5 Foundation - 20" Wide Concrete Footing 15' - 0" 1 CY (2) #5 NoneS-6 Foundation - 24" Wide Concrete Footing 9' - 0 3/4" 1 CY (2) #5 NoneS-7 Foundation - 30" Wide Concrete Footing 14' - 8" 1 CY (2) #5 NoneS-8 Foundation - 36" Wide Concrete Footing 48' - 11 3/4" 4 CY (3) #5 #4 @ 18" o.c.S-9 Foundation - 48" Wide Concrete Footing 16' - 8" 2 CY (4) #5 #4 @ 18" o.c.

S-10 Foundation - 60" Wide Concrete Footing 5' - 0" 1 CY (5) #5 #4 @ 18" o.c.801' - 6 1/4" 68 CY

SPECIAL INSPECTIONS

1.1 Special inspections are required for the following items.a. Concreteb. Reinforcing Steelc. Soils excavation and preparation1.2 Provide structural observation as follows.a. Entire buildingb. Owner shall employ the engineer responsible the structural design to

perform structural observation and defined in section 220.1.3 Deficienciesa. Observed deficiencies shall be reported in writing to the owner's

representative, special inspector, contractor and the building official.b. The observer shall submit to the building official a written statement

that the site visits have been made and identifying any reporteddeficiencies that, the best of his knowledge, have not be resolved.

c. Engineer-in-charge of structural observations shall identify thestages of construction and coordinate with the building authority.

1. REFERENCE SECTION 033000 - CAST-IN-PLACE CONCRETE FOR SPECIFICATIONS.2. REFERENCE SHEAR WALL PLAN FOR HOLD DOWN LOCATIONS AND TYPES.3. SUBGRADE MATERIALS SHALL BE COMPACTED TO MINIMUM 95% MAXIMUM DRY DENSITY. COMPACTION TESTED SHALL BE COMPLETED PRIOR TO PLACEMENT OF

CONCRETE IN FOOTINGS. REFERENCE SOILS REPORT.4. REBAR, WHERE POSSIBLE, SHALL HAVE A 3" CLEARANCE FROM ANY CONCRETE SURFACE. ALL HORIZONTAL BARS ARE CONTINUOUS UNLESS OTHERWISE NOTED.

TWO #5 REBARS SHALL AT 45 DEGREES TO THE CORNERS OF ALL FOUNDATION BLOCKOUTS.5. WORK AND MATERIALS SHALL COMPLY WITH ACI, CRSI, NLMA, UBC, AND ALL LOCAL CODES.6. GRADING SHOULD BE SUCH THAT THE SURFACE WATER IS DRAINED AWAY FROM THE FOUNDATION. MINIMUM GRADE WOULD BE 1' VERTICAL DROP PER 10'

HORIZONTAL AWAY FROM THE FOUNDATION. GUTTERS AND DOWNSPOUTS SHOULD BE INSTALLED TO HELP CONTROL ROOF DRAINAGE AND HELP KEEP WATERAWAY FROM THE FOUNDATION. EXTENSIONS SHOULD BE INSTALLED AND MAINTAINED TO ENSURE THAT THEY DRAIN OUTSIDE THE EXCAVATED AREA.

7. FOUNDATION PLATES OR SILLS ARE REQUIRED TO BE BOLTED TO THE FOUNDATION WALL WITH NOT LESS THAN 1/2" DIAMETER STEEL BOLTS EMBEDDED AT LEAST 7"INTO THE CONCRETE AND SPACED NOT MORE THAN 4' APART. THERE SHALL BE A MINIMUM OF 2 BOLTS FOR EACH PIECE OF WOOD WITH ONE BOLT LOCATED WITHIN12" OF EACH END OF EACH PIECE. A PROPERLY SIZED NUT AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO THE PLATE. SECTION 2308.3.3.

8. MINIMUM REBAR SPLICE LENGTH IS 50-BAR DIAMETERS.

3/4" = 1'-0"3 Thickened Slab Detail

Concrete Slab Material Takeoff

Type LocationMaterial:Volume Area Rebar

4" Foundation Slab Building Interior 61 CY 4924 SF #3 @ 24" o.c.4" Foundation Slab Exterior back sidewalks 12 CY 945 SF #3 @ 24" o.c.4" Foundation Slab Exterior front slab 12 CY 961 SF #3 @ 24" o.c.

84 CY

6" Foundation Slab Safe Room Lid 5 CY 283 SF #5 @ 24" o.c.5 CY

SELECTED NOTES FROM: SECTION 03 3000 - CAST-IN-PLACE CONCRETE

1.6 STEEL REINFORCEMENTA. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening

reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire,plastic, or precast concrete according to CRSI's "Manual of Standard Practice.

1.7 CONCRETE MATERIALSA. Cementitious Material: Use the following cementitious materials, of the same type, brand, and

source, throughout Project:1. Portland Cement: ASTM C 150, Type I/II, gray.

B. Normal-Weight Aggregates: ASTM C 33, graded.1. Maximum Coarse-Aggregate Size: 3/4 inch nominal.2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: ASTM C 94/C 94M and potable.

1.12 CONCRETE MIXTURESA. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of

laboratory trial mixture or field test data, or both, according to ACI 301.B. Proportion normal-weight concrete mixture as follows:

1. Minimum Compressive Strength: 3000 psi at 28 days.2. Maximum Water-Cementitious Materials Ratio: 0.45.3. Slump Limit: 4 inches, plus or minus 1 inch.4. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4-inch nominal

maximum aggregate size.5. Air Content: Do not allow air content of trowel-finished floors to exceed 3 percent.

1.13 FABRICATING REINFORCEMENTA. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

REFERENCE SHEAR WALL PLAN FOR HOLD DOWN LOCATIONS AND TYPES.

First Floor0"

Roof10' - 1"


Foundation-3' - 0"

B

ROUGH OPENING OF DOORVERIFY SIZE WRAP DOOR BLOCKOUT

WITH (2) #5 BARS, EXTENDMIN. 12" BEYOND OPENING

(2) #4 OR #5 REBAR MIN. 2' LONG AT45-DEG. AT CORNERS OF BLOCKOUT

#5 REBAR @12" O.C. EACHDIRECTION INFIELD

First Floor0"

Roof10' - 1"


Foundation-3' - 0"

2

8' - 0 3/4"

9' - 4 3/4"

8" 8"

10"

#5 "L" 18" LEG

REBAR GRID #5 BARS @24" O.C. EACH DIRECTION

REBAR GRID#5 BARS @ 12" O.C. EACH

DIRECTION

3' - 0" 3' - 0"

2" RIGID INSULATION

3' -

0"

CONTINUOUS BARS IN FOOTING, SEE SCHEDULE

#5 "L" 18" LEG

REBAR GRID#5 BARS @ 12" O.C. EACHDIRECTION

#5 "L" 18" LEG

6"9'

- 7"

First Floor0"


Foundation-3' - 0"

1' - 4"

8"8"

4"

2" RIGID INSULATION#4 VERT. BARS @ 48" O.C.



2x6 TREATED PLATE

1/2" DIA ANCHOR BOLTS @ MAX 48" O.C.

4" CONCRETE SLAB w/#3 REBAR @ 48" O.C.

PER PLAN

CONTINUOUS BARS INFOOTING, SEE SCHEDULE

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S-10211-1475


Foundation Details



D ISSUED FOR APPROVAL 02/19/11

3/4" = 1'-0"1 Safe Room Blockout Detail 3/4" = 1'-0"2 Safe Room Section

3/4" = 1'-0"3 Foundation Section at Safe Room

111 1 1 1 1

1

1

1

1

1111

1

1

1

1111

111

1

1

1

1

1

B B

B

A

A

1

EXTERIOR SHEATHING FOR SHEAR:7/16" O.S.B. SHEATHING, ONE SIDE, 8d NAILS @MAX. 8" CENTERS ON EDGES, MAX. 12" O.C. INFIELD, BLOCKING OF SEAMS IS NOT REQUIRED.

INTERIOR SHEATHING FOR SHEAR:7/16" PLYWOOD SHEATHING, ONE SIDE, 8d NAILS@ MAX. 6" CENTERS ON EDGES, MAX. 12" O.C. INFIELD BLOCKING OF SEAMS IS REQUIRED.

HOLD DOWNS:SIMPSON LSDTHD8, 8" MIN. EMBED, (20) 16dSINKERS.

AA

AA

A

A

A

A A A A

A

A

A

A

A

A

1

AINTERIOR WALLS:ALL INTERIOR WALLS SHALL HAVE (1) LAYER OF5/8" GYPSUM BOARD ON EACH SIDE OFUNBLOCKED STUD WALLS, WITH 1 5/8" DRYWALLSCREWS PLACED AT MAXIMUM 7" O.C. AROUNDPERIMETER AND 12" MAX. IN FIELD.

1

1

1

1

GIRDER TRUSS

4" / 12"

4" /

12"

4" / 12"

4" /

12"

4" / 12"

4" /

12"

4" /

12"

4" / 12"

ATTIC DRAFT STOPSEE SECTION 717.3.1

ATTIC DRAFT STOPSEE SECTION 717.3.1

CONTINUOUSRIDGE VENT

VALLEY VALLEY

H2H1 H2 H2 H2 H2 H1

H1

H2

HEADER

(2) 7 1/4 LVL

(3) 2x8

(2) 2x6

(3) 2x8

(3) 2x6

(2) 2x6

H3

H4

H5

H6

H3

H3

H3

H3

H1 H2

H3

H3

H3

H4

H4

H6 H5 H5

SUPPORT STUD

(1) 2x6

(1) 2x6

(1) 2x6

(1) 2x6

(1) 2x6

(1) 2x6

KING STUD

(1) 2x6

(1) 2x6

(1) 2x6

(1) 2x6

(2) 2x6

(2) 2x6

H2 H2 H2

H1H1

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S-20111-1475


Roof Plan & Shear Wall Plan



D ISSUED FOR APPROVAL 02/19/11

1/8" = 1'-0"1 Shear Wall Plan

1. ALL TRUSSES SHALL COMPLY WITH IBC 2006, SECTION 2303.4 TRUSSES.2. DESIGN WOOD TRUSSES FOR THE FOLLOWING LOADS: TOP CHORD DEAD LOAD = 12 PSF

BOTTOM CHORD DEAD LOAD = 10 PSFTOTAL DEAD LOAD = 20 PSFDESIGN ROOF LIVE LOAD = 30 PSFMAXIMUM LIVE LOAD DEFLECTION = SPAN/360

1. PROVIDE FULL DEPTH BLOCKING BETWEEN TRUSSES AT BEARING WALLS AT PERIMETER. PROVIDE BLOCKING AT ALL RIDGES,HIPS AND VALLEYS.

2. TRUSSES ARE A DEFERRED SUBMITTAL ITEM. TRUSS PLANS AND CALCULATIONS SHALL BE SUBMITTED TO W.W. ENTERPRISESFOR REVIEW BEFORE SUBMITTING TO THE BUILDING DEPARTMENT. THE TRUSS DESIGN SHALL BE APPROVED BY THE BUILDINGOFFICIAL BEFORE INSTALLATION.

3. VENTILATION REQUIREMENTS MUST BE MEET FOLLOWING IBC 2006, SECTION 1203.2, ATTIC SPACES. "...THE NET FREEVENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED..."

Roof ScheduleType Area

Basic Roof: Wood Truss - Asphalt Shingle 6242 SF

Fascia ScheduleType Length Comments

Fascia-Flat 1x8 356' - 7" with Alum. Fascia Cover

Gutter ScheduleType Length Comments

Gutter - Bevel 5" x 5" 357' - 1" Alum. Seamless Gutter

1/8" = 1'-0"2 Roof Plan

HAXTUN COMMUNITY CHILDCARE CENTER · A-301 South & West Exterior Elevations A-302 North & East...

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