Multi Family Unit
Multi Family Unit
Feel the fear, and do it anyways. A3.1
4' - 0"
2150' - 0"
6
7 1
A3.1
5' - 0"4' - 0"5' - 0"
40' - 0"
2
60' - 6"
1
3
9
(SFR)
A7.1 A7.1 A7.1 A7.1
10
2
8
50' - 6"
A3.2
A7.1 A7.1 A7.1 A7.1
Loma Vista
5
A7.1 A7.1 11 A7.1 A7.1 12
4
4' - 0"
4' - 0"
A3.2
Easement
8:00 AM
December January 31 01
Multi Family Unit
W
8:00 AM
10' - 0"
1
5:00 PM 4:53 PM
S
6:58 AM
Multi Family Unit E
A3.1
N
2
1 A4.1
1
Site 1/16" = 1'-0" 3
{3D} Copy 1
3' - 6"
No.
Description
Date
3' - 6"
1 Garage
6
13
4
182 SF
Kitchen
7' - 0"
5
7
Dining/Living Area
2
Master Bedroom
Library
Tinkering Area
1
6
7
277 SF
89 SF
9 7' - 0"
12' - 0"
132 SF
16' - 0"
8
279 SF 8
90 SF
1
A3.1
10' - 0"
A4.1 2
1' - 0"
A3.2
2
Hallway 11 231 SF
Entrance
Master Bath 5
2
4 167 SF
New Resident
11
Laundry
Bathroom
3
2 12
37 SF
37 SF
2' - 6"
814 SF
Bedroom
4' - 0"
3
78 SF
10
6' - 0" 4' - 0"
2' - 0"
4' - 0"
3 3' - 6"
12
3' - 0"
4' - 6"
1
3' - 0"
9
3' - 0"
Home Sweet Home
5' - 0"
A
Project Number
B
C
D
E
Date Drawn By Checked By
2
A0.1
CeilingPlan 1/4" = 1'-0" 1 A3.2
1 3/23/2016 Johnny Simper Checker
Scale
As indicated
5/25/2016 2:14:33 PM
SITE/ROOF PLAN
A3.1 2
Feel the fear, and do it anyways.
25' - 0"
78' - 0"
47 10' - 0"
15' - 0"
1 15' - 0"
10' - 0"
10' - 0" 47
0' - 0"
6
22
6
7
89 SF
90 SF
132 SF
0' - 0"
9 A7.1
279 SF
8
7
1
A3.1
2
8
1 1
Hallway
4' - 0"
6' - 0"
277 SF
20
6
20
16
9
11 231 SF 4
3
1 5
15
A7.1
Laundry
Master Bath
A7.1
A7.1
5
2
---
10
Bathroom A7.1 A7.1 11
Bedroom
3
2 A7.1
4
37 SF
37 SF
A7.1
81 SF
5' - 0"
Entrance 21
12
A7.1
3
3
9
2
78 SF
---
21
10' - 0"
2' - 0"
Master Bedroom
Dining/Living Area 19' - 6"
Tinkering Area
---
7
A7.1
8
A7.1
18'48 - 0"
20' - 0"
12
167 SF
4 2' - 0"
0' - 0"
10' - 0"
20' - 0"
19
46
15' - 0"
6' - 0"
19 6' - 0"
12 -0' - 6"6' - 0"
78' - 0"
15' - 0"
No.
A
B
C
D
Description
Date
E
1 A3.2
New Resident Home Sweet Home FLOOR PLAN Project Number Date Drawn By Checked By
1 3/23/2016 Johnny Simper Checker
A1.1 Scale
1/4" = 1'-0"
5/25/2016 2:14:34 PM
2
Library
5
10' - 0"
10' - 0"
13
A3.2
Kitchen
14' - 6"
Garage 182 SF
4
A7.1
A3.1 2
1 A4.1
Feel the fear, and do it anyways.
1
6
4 7
5
8
1
A3.1
2 A4.1 A3.2
2
2
3
9 1
A3.1 2 11
10 2
3
12 4
CeilingPlan Copy 1 1/4" = 1'-0"
A
B
C
D
E
1 No.
3/8" / 1'-0"
Description
Date
4 7/8" / 1'-0"
1
3/8" / 1'-0"
A3.2
3/8" / 1'-0" 2
A3.1
2
3/8" / 1'-0"
3 3/8" / 1'-0"
3/8" / 1'-0"
New Resident Home Sweet Home
A
B
C
D
REFLECTED CEILING PLAN
E
Project Number Date 1
Drawn By
Reflected 1/4" = 1'-0"
Checked By 1
1 3/23/2016 Johnny Simper Checker
A2.1
A3.2
Scale
1/4" = 1'-0"
5/25/2016 2:14:35 PM
A3.2
1
3/8" / 1'-0"
2
Entrance skylight
E
D 1
C
B
Velux_CM-Skylight
A Tankless Water Heater
Soda Lime Glass
Wall Lamp
A4.1
Soda Lime Glass
Velux_CM-Skylight Utility Meter
KitchenRoof 14' - 0"
LivingRoomRoof 13' - 0" EntranceRoof 11' - 0" Reflected 10' - 0"
Feel the fear, and do it anyways.
Floor Plan 0' - 0" Foundation -1' - 0" Level 02 - T.O. Footing -4' - 0"
North 1/4" = 1'-0"
3
2
4
Soda Lime Glass
1
Entrance Skylight Entrance Skylight Chromiuim plated steel
2
Gypsum Wall Board
A4.1
KitchenRoof 14' - 0" LivingRoomRoof 13' - 0"
No.
Description
Date
EntranceRoof 11' - 0" Reflected 10' - 0"
Floor Plan 0' - 0" Foundation -1' - 0"
Level 02 - T.O. Footing -4' - 0"
New Resident 1
East 1/4" = 1'-0"
Home Sweet Home EXTERIOR ELEVATIONS Project Number Date Drawn By Checked By
1 3/23/2016 Johnny Simper Checker
A3.1 Scale
1/4" = 1'-0"
5/25/2016 2:14:36 PM
2
Entrance Skylight
Entrance Skylight
A
B
C
D
E 1
Velux_CM-skylight
Soda Lime Glass
A4.1 Soda Lime Glass
Soda Lime Glass
Soda Lime Glass
Velux_CM-skylight Chromiuim plated steel
Single Flush Door Chromiuim plated steel
KitchenRoof 14' - 0"
Steel Door Garage
EntranceRoof 11' - 0"
Soda Lime Glass
LivingRoomRoof 13' - 0" Feel the fear, and do it anyways. Reflected 10' - 0"
Floor Plan 0' - 0" Foundation -1' - 0"
Level 02 - T.O. Footing -4' - 0"
South 1/4" = 1'-0"
1
4
2
3 No.
2
Description
Date
A4.1
KitchenRoof 14' - 0" LivingRoomRoof 13' - 0" EntranceRoof 11' - 0" Reflected 10' - 0"
Floor Plan 0' - 0" Foundation -1' - 0" Level 02 - T.O. Footing -4' - 0"
2
West 1/4" = 1'-0"
New Resident Home Sweet Home EXTERIOR ELEVATIONS Project Number Date Drawn By Checked By
1 3/23/2016 Johnny Simper Checker
A3.2 Scale
1/4" = 1'-0"
5/25/2016 2:14:37 PM
1
1
4
2
3
2 A4.1
KitchenRoof 14' - 0" LivingRoomRoof 13' - 0" EntranceRoof 11' - 0" Reflected 10' - 0" Feel the fear, and do it anyways.
Floor Plan 0' - 0" Foundation -1' - 0" Level 02 - T.O. Footing -4' - 0"
1
Section 1 1/4" = 1'-0"
1 A4.1
A
B
C
D
E
No.
Description
Date
KitchenRoof 14' - 0" LivingRoomRoof 13' - 0"
1' - 6"
EntranceRoof 11' - 0" Reflected 10' - 0"
6 A.8
Floor Plan Foundation 0' - 0" -1' - 0" Level 02 - T.O. Footing -4' - 0"
New Resident Home Sweet Home SECTIONS
2
Section 2 1/4" = 1'-0" Project Number Date Drawn By Checked By
1 3/23/2016 Johnny Simper Checker
A4.1 Scale
1/4" = 1'-0"
5/25/2016 2:14:38 PM
3 A.8
Door Quantities
2 1
Height
36" x 84"
3' - 0"
7' - 0"
36" x 84"
0' - 0"
36" x 80" 96" x 96"
Thickness 0' - 0"
Door Type
Head Height
8
7' - 0"
0' - 0"
24
0' - 0"
0' - 0"
0' - 0"
30
0' - 0"
8' - 0"
8' - 0"
34
8' - 0"
DOOR TYPE 8
8' - 0"
1
Width
DOOR TYPE 30
6' - 6"
Single-Flus h Door-Openi ng Door-Openi ng Door-Garag e-CHD-301A-Steel-Sin gle
Type
7' - 0"
10
Door Description
7' - 0"
Count
DOOR TYPE 34 DOOR TYPE 24
Feel the fear, and do it anyways. 3' - 0"
5' - 0"
3' - 0"
8' - 0"
Grand total
Window/Skylight Quantities
1 2 1 2
1
1
24 x 24 6fsill
Sill Height
2' - 0"
2' - 0"
19
8' - 0"
6' - 0"
6' - 0" 12' - 0" 6' - 0"
2' - 0" 4' - 0" 3' - 0"
21 22 46
8' - 0" 7' - 0"
4' - 0" 4' - 0"
16' - 0"
4' - 0"
48
8' - 0"
4' - 0"
6' - 0"
4' - 0"
47
8' - 0"
4' - 0"
16' - 0"
6' - 0"
20
10' - 0"
4' - 0"
1' - 0"
12' - 0"
44
Window-sky LibrarySkyli 2' - 0" light-VELU ght X_CM-curb _mounted-d ome-comm ercial
10' - 0"
45
Window-sky C01 light-VELU X_VSE-dec k_mountedelectric-vent ing
2' - 6"
8' - 6"
Living Room Window
2' - 0"
Window-sky HallwaySkyl 2' - 0" light-VELU ight X_VSE-dec k_mountedelectric-vent ing
1
Head Height
Hallway Skylight
8' - 0"
16' - 0"
34 124" x 48"
64 x 24 ss
2' - 6"
43
6' - 0"
12' - 0"
Grand total
No.
Date
24" x 24" 6f sill
2' - 0"
1' - 6"
Hallway Skylight
12' - 0"
2' - 0"
Bedroom Window
3' - 0"
2' - 0"
Library skylight
10' - 6" 6' - 0"
New Resident Hallway Window Kitchen Window
Home Sweet Home SCHEDULES
4' - 0"
4' - 0"
Door/Window type 1/4" = 1'-0"
Description
6' - 0" 16' - 0"
Project Number Date Drawn By Checked By
1 3/23/2016 Johnny Simper Checker
A6.1 Scale
1/4" = 1'-0"
5/25/2016 2:14:38 PM
2 1 1
Window Type
6' - 0"
24" x 24" 6fsill Fixed 62" x 24" ss Fixed 124" x 48" Fixed BedroomWi ndow Fixed HallwayWin dow Fixed KitchenWin dows Fixed LivingRoom Window Window-sky HallwaySkyl light-VELU ight X_CM-curb _mounted-d ome-comm ercial
Height
4' - 0"
Fixed
Width
5' - 6"
Type
3' - 0"
2
Window Description
2' - 0"
Count
Floor Plan 0' - 0" Elevation 1 - a 1/2" = 1'-0"
6' - 0" 8' - 0"
Floor Plan 0' - 0" 2
2
Floor Plan 0' - 0"
Elevation 2 - a 1/2" = 1'-0"
3
Elevation 3 - a 1/2" = 1'-0"
Floor Plan 0' - 0" 4
Elevation 4 - a 1/2" = 1'-0"
4
A4.1
Reflected 10' - 0"
Floor Plan 0' - 0"
Floor Plan 0' - 0"
Reflected 10' - 0"
6' - 6"
8' - 0"
Reflected 10' - 0"
3' - 0"4' - 0"
3' - 0"4' - 0"
8' - 0"
Reflected 10' - 0"
Floor Plan 0' - 0"
Floor Plan 0' - 0"
No. Elevation 5 - a 1/2" = 1'-0"
6
Elevation 6 - a 1/2" = 1'-0"
7
Elevation 7 - a 1/2" = 1'-0"
8
D
6' - 0" 3' - 0"
3' - 6"
Home Sweet Home
1' - 6"
Floor Plan 0' - 0" 10
Elevation 9 - a 1/2" = 1'-0"
Elevation 8 - a 1/2" = 1'-0"
New Resident
Floor Plan 0' - 0"
9
Date
D
7' - 0"
5
Description
Elevation 10 - a 1/2" = 1'-0"
Floor Plan 0' - 0" 11
Floor Plan 0' - 0"
INTERIOR ELEVATIONS
Elevation 11 - a 1/2" = 1'-0"
12
Elevation 12 - a 1/2" = 1'-0"
Project Number Date Drawn By Checked By
1 3/23/2016 Johnny Simper Checker
A7.1 Scale
1/2" = 1'-0"
5/25/2016 2:14:44 PM
1
Feel the fear, and do it anyways.
3' - 0"
1' - 6" 3' - 0"
7' - 0"
7' - 6"
4' - 6"
SECTION 061800 - GLUED-LAMINATED CONSTRUCTION PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section includes framing using structural glued-laminated timber. B. Related Sections: 1. Section 061000 "Rough Carpentry" for dimension lumber items associated with structural glued-laminated timber. 2. Section 061323 "Heavy Timber Construction" for framing using [timbers] [and] [round wood poles]. 3. Section 061500 "Wood Decking" for wood [roof] [and] [floor] decking. 1.3 DEFINITIONS A. Structural Glued-Laminated (Glulam) Timber: An engineered, stress-rated timber product assembled from selected and prepared wood laminations bonded together with adhesives and with the grain of the laminations approximately parallel longitudinally. 1.4 PERFORMANCE REQUIREMENTS A. Delegated Design: Design structural glued-laminated timber and connectors, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. B. Structural Performance: Structural glued-laminated timber and connectors shall withstand the effects of structural loads shown on Drawings without exceeding allowable design working stresses listed in AITC 117 or determined according to ASTM D 3737 and acceptable to authorities having jurisdiction. C. Seismic Performance: Structural glued-laminated timber and connectors shall withstand the effects of earthquake motions determined according to [SEI/ASCE 7] <Insert requirement>. 1.5 ACTION SUBMITTALS A. Product Data: For each type of product indicated. 1. Include data on lumber, adhesives, fabrication, and protection. 2. For preservative-treated wood products, include chemical treatment manufacturer's written instructions for handling, storing, installing, and finishing treated material. 3. For connectors, include installation instructions. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: Provide factory-glued structural units produced by an AITC- or APA-licensed firm[ that is certified for chain of custody by an FSCaccredited certification body]. 1. Factory mark each piece of structural glued-laminated timber with AITC Quality Mark or APA-EWS trademark. Place mark on surfaces that will not be exposed in the completed Work. B. Quality Standard: Comply with AITC A190.1. 1.7 DELIVERY, STORAGE, AND HANDLING A. General: Comply with provisions in AITC 111. B. Individually wrap members using plastic-coated paper covering with water-resistant seams. PART 2 PRODUCTS 2.1 STRUCTURAL GLUED-LAMINATED TIMBER A. General: Provide structural glued-laminated timber that complies with AITC 117 or research/evaluation reports acceptable to authorities having jurisdiction. 1. Provide structural glued-laminated timber made from single species. 2. Provide structural glued-laminated timber made from solid lumber laminations; do not use laminated veneer lumber. 3. Provide structural glued-laminated timber made with wet-use adhesive complying with AITC A190.1. 4. Adhesive shall not contain urea-formaldehyde resins. 5. Adhesives shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." B. Certified Wood: Glulams shall be produced from wood obtained from forests certified by an FSC-accredited certification body to comply with FSC STD-01-001, "FSC Principles and Criteria for Forest Stewardship." C. Species and Grades for Structural Glued-Laminated Timber: [Alaska cedar] [Douglas fir-larch] [Southern pine] [Any species] <Insert species> in grades needed to comply with "Performance Requirements" Article. D. Species and Grades for Structural Glued-Laminated Timber: [Alaska cedar] [Douglas fir-larch] [Southern pine] [Any species] <Insert species> that complies with [structural properties] [combination symbols] [beam stress classifications] indicated. E. Species and Grades for [Beams] [and] [Purlins]: 1. Species and Beam Stress Classification: [Ponderosa pine, 16F-1.3E] [Alaska cedar, 20F-1.5E] [Eastern spruce, 20F-1.5E] [Any species, 20F-1.5E] [Any species, 24F-1.7E] [Douglas fir-larch, 24F-1.8E] [Southern pine, 24F-1.8E] [Douglas fir-larch or southern pine, 24F-1.8E] [Southern pine, 30F-2.1E] <Insert species and beam stress classification>. 2. Lay-up: [Balanced] [Either balanced or unbalanced]. 3. Species and Combination Symbol: <Insert species and combination symbol>. F. Species and Grades for Arches: 1. Species and Beam Stress Classification: [Alaska cedar, 20F-1.5E] [Eastern spruce, 20F-1.5E] [Any species, 20F-1.5E] [Any species, 24F-1.7E] [Douglas firlarch, 24F-1.8E] [Southern pine, 24F-1.8E] [Douglas fir-larch or southern pine, 24F-1.8E] <Insert species and beam stress classification>. 2. Lay-up: [Balanced] [Either balanced or unbalanced]. 3. Species and Combination Symbol: [Alaska cedar, 20F-V13 WS] [Douglas fir-larch, 24F-V8 WS] [Southern pine, 24F-V5 SP] [Alaska cedar, 20F-V12 WS] [Douglas fir-larch, 24F-V4 WS] [Southern pine, 24F-V3 SP] <Insert species and combination symbol>. G. Species and Grades for [Columns] [and] [Truss Members]: 1. Species and Combination Symbol: [Alaska cedar, 70] [Douglas fir-larch, 1] [Douglas fir-larch, 3] [Southern pine, 47] [Southern pine, 50] <Insert species and combination symbol>. H. Appearance Grade: [Premium] [Architectural] [Industrial] [Framing], complying with AITC 110. 1. For Premium and Architectural appearance grades, fill voids as required by AITC 110.[ For Premium appearance grade, use clear wood inserts, of matching grain and color, for filling voids and knot holes more than 1/4 inch (6 mm) wide.] I. Preservative Treatment after Fabrication: Where preservative-treated structural glued-laminated timber is indicated, pressure treat after fabrication according to AWPA C28. 1. Use oxine copper (copper-8-quinolinolate) in a light petroleum solvent. 2. Use copper naphthenate in a light petroleum solvent. 3. Use pentachlorophenol in light petroleum solvent. 4. Use preservative solution without[ water repellents or] substances that might interfere with application of indicated finishes. 5. Do not incise structural glued-laminated timber. J. Preservative Treatment before Fabrication: Where preservative-treated structural glued-laminated timber is indicated, pressure treat lumber before gluing according to AWPA C28. 1. Use chromated copper arsenate (CCA) in a water solution. 2. Use pentachlorophenol in light petroleum solvent. 3. Use preservative solution without[ water repellents or] substances that might interfere with application of indicated finishes. 4. Do not incise wood used for producing structural glued-laminated timber. 5. After dressing and fabricating members, apply a copper naphthenate field-treatment preservative to comply with AWPA M4 to surfaces cut to a depth of more than 1/16 inch (1.5 mm). K. End Sealer: Manufacturer's standard, transparent, colorless wood sealer that is effective in retarding the transmission of moisture at cross-grain cuts and is compatible with indicated finish. L. Penetrating Sealer: Manufacturer's standard, transparent, penetrating wood sealer that is compatible with indicated finish. M. Sealers shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates in areas to receive structural glued-laminated timber, with Installer present, for compliance with requirements, installation tolerances, and other conditions affecting performance of structural glued-laminated timber. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: Erect structural glued-laminated timber true and plumb, and with uniform, close-fitting joints. Provide temporary bracing to maintain lines and levels until permanent supporting members are in place. 1. Lift with padded slings and protect corners with wood blocking. 2. Install structural glued-laminated timber to comply with Shop Drawings. 3. Install timber connectors as indicated. B. Framing Built into Masonry: Provide 1/2-inch (13-mm) clearance at tops, sides, and ends of members built into masonry; bevel cut ends 3 inches (76 mm); and do not embed more than 4 inches (102 mm) unless otherwise indicated. C. Fit structural glued-laminated timber by cutting and restoring exposed surfaces to match specified surfacing[ and finishing]. 1. Predrill for fasteners using timber connectors as templates. 2. Dress exposed surfaces as needed to remove planing and surfacing marks. 3. Coat cross cuts with end sealer. 4. Where preservative-treated members must be cut during erection, apply a field-treatment preservative to comply with AWPA M4. a. Use inorganic boron (SBX) treatment for members not in contact with the ground and continuously protected from liquid water. b. Use copper naphthenate treatment for members in contact with the ground or not continuously protected from liquid water. D. Cutting: Avoid cutting after fabrication. Where field fitting is unavoidable, comply with requirements for shop fabrication. 1. Where preservative-treated members must be cut during erection, apply a field-treatment preservative to comply with AWPA M4. a. Use inorganic boron (SBX) treatment for members not in contact with the ground and continuously protected from liquid water. b. Use copper naphthenate treatment for members in contact with the ground or not continuously protected from liquid water.
SECTION 08620 COMMERCIAL CURB-MOUNT ACRYLIC DOUBLE DOME SKYLIGHTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.3 SUMMARY A. This Section includes the following: 1. Curb-mount plastic skylights. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 6 Section "Rough Carpentry" for wood curbs and nailers. C. Refer to roofing system Sections for roofing accessories to be built into the roofing system to accommodate Work of this Section. 2.2 MATERIALS A. Extruded aluminum retaining angle. Extruded aluminum allow 6063-T5 with minimum effective thickness of 0.055 inch. Mitered and welded corner assembly in mill finish. B. Extruded aluminum inner frame with integral condensation gutter. Extruded aluminum alloy 6063-T5 with minimum effective thickness of 0.055 inch unless noted. Mitered and welded corner assembly in mill finish. C. Double-sided very high bond adhesive closed cell foam tape glazing seal. D. Plastic Sheets: Monolithic, formable, transparent (colorless or bronze tinted) or translucent (white) sheets with 1.7 QUALITY ASSURANCE A. Fire-Test-Response Characteristics: Provide plastic sheets identical to those tested for the following fire-test-response characteristics, per ASTM test method indicated below, by UL or other testing and inspecting agencies acceptable to authorities having jurisdiction. Identify plastic sheets with appropriate markings of applicable testing and inspecting organization. 1. Self-Ignition Temperature: 750 deg F (343 deg C) or greater when tested per ASTM D 1929 on plastic sheets in the thickness intended for use. 2. Smoke density of 15% or less when tested per ASTM D 2843 on plastic sheets in the thickness intended for use. 3. Relative-Burning Characteristics: As follows, when tested per ASTM D 635: a. Acrylic: Burning rate of 1.18 inch per minute or less when tested on plastic glazing with a nominal thickness of 0.118 inch or the thickness intended for use. Burning rate of 0.71 inch per minute or less when tested on plastic glazing with a nominal thickness of 0.235 inch. 1.8 WARRANTY A. General: Warranties specified in this Section shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to and run concurrent with other warranties made by the Contractor under requirements of the Contract Documents. B. Skylight Warranty: Provide written warranty signed by manufacturer, agreeing to repair or replace work that exhibits defects in materials or workmanship and guaranteeing weathertight and leak-free performance. "Defects" is defined as uncontrolled leakage of water and abnormal aging or deterioration. 1. Warranty Period: 5 years from date of Substantial Completion. C. Plastic Warranty: Provide written warranty signed by manufacturer agreeing to repair or replace work that has or develops defects in the plastic. "Defects" is defined as abnormal aging or deterioration. 1. Warranty Period for Acrylic: 5 years from date of Substantial Completion against yellowing. D. Finish Warranty: Provide written warranty signed by manufacturer agreeing to repair or replace work with finish defects. "Defects" is defined as peeling, chipping, abnormal aging or deterioration, and failure to perform as required. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by the following or approved substitute. 1. VELUX America, Inc. B. Substitutions: Manufacturers shall not be considered without prior approval in writing no later than ten (10) calendar days prior to bid. Substitute manufacturers must have been in the custom skylight business for not less than a period of 15 years and must submit to the Architect the following: 1. List of similar projects successfully completed within the last five years. 2. Proof of financial capability. 3. Compete details of proposed skylight. 4. Complete specifications for Architectâ&#x20AC;&#x2122;s review. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting skylight performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Metal Protection: As follows: 1. Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. 2. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. 3. Where aluminum will contact pressure-treated wood, separate dissimilar materials by methods recommended by manufacturer. 03-24-10 Dura-Lite CM Series 04050 PLASTIC UNIT SKYLIGHTS 08620 - 6 3.3 INSTALLATION A. General: Comply with manufacturer's written instructions for protecting, handling, and installing skylight components. B. Coordinate with installation of roof deck and other substrates to receive skylight units. C. Coordinate with installation of vapor barriers, roof insulation, roofing, and flashing as required to assure that each element of the work performs properly and that combined elements are waterproof and weathertight. Anchor units securely to supporting structural substrates, adequate to withstand lateral and thermal stresses as well as inward and outward loading pressures. D. Counter Flashing: Where counter flashing is required as component of the skylight, install to provide an adequate waterproof overlap with roofing or roof flashing (as counterflashing). Seal with thick bead of mastic sealant, except where overlap is indicated to be left open for ventilation.
SECTION 097200 - WALL COVERINGS PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Vinyl wall covering. 2. Woven glass-fiber wall covering. 3. Textile wall covering. 4. Heavy-duty synthetic textile wall covering. 5. Wood-veneer wall covering. 6. Wallpaper. B. Owner-Furnished Materials: <Insert wall-covering materials>. PART 2 PRODUCTS 2.1 PERFORMANCE REQUIREMENTS A. Low-Emitting Materials: Wall covering system shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." 2.2 WALL COVERINGS A. General: Provide rolls of each type of wall covering from same print run or dye lot. 2.3 VINYL WALL COVERING <Insert drawing designation> A. Vinyl Wall-Covering Standards: Provide[ mildew-resistant] products complying with the following: 1. [FS CCC-W-408D and ]CFFA-W-101-D for [Type I, Light] [Type II, Medium] [Type III, Heavy]-Duty products. 2. ASTM F 793 for [peelable] [strippable] wall coverings that qualify as [Category I, Decorative Only] [Category II, Decorative with Medium Serviceability] [Category III, Decorative with High Serviceability] [Category IV, Type I, Commercial Serviceability] [Category V, Type II, Commercial Serviceability] [Category VI, Type III, Commercial Serviceability] products. 3. Products: Subject to compliance with requirements, [provide the following] [provide one of the following] [available products that may be incorporated into the Work include, but are not limited to, the following]: a. <Insert manufacturer's name; product name or designation>. B. Total Weight Excluding Coatings: <Insert weight>. C. Width: [27 inches (686 mm)] [54 inches (1372 mm)] <Insert width>. D. Backing: [Scrim] [Osnaburg] [Drill] [Nonwoven] fabric. 1. Fiber Content: [Cotton] [Polyester] [Polycotton] [Polyester cellulose] <Insert fiber content>. E. Repeat: [Random] <Insert horizontal and vertical dimensions of repeat>. F. Stain-Resistant Coating: <Insert coating manufacturer's name; product name or designation>. G. Colors, Textures, and Patterns: [Match Architect's samples] [As selected by Architect from manufacturer's full range]. 2.4 WOVEN GLASS-FIBER WALL COVERING <Insert drawing designation> A. General: 1. Products: Subject to compliance with requirements, [provide the following] [provide one of the following] [available products that may be incorporated into the Work include, but are not limited to, the following]: a. <Insert manufacturer's name; product name or designation>. B. Total Weight: <Insert weight>. 1. Width: [39 inches (991 m)] <Insert width>. C. Colors, Textures, and Patterns: [Match Architect's samples] [As selected by Architect from manufacturer's full range]. 2.5 TEXTILE WALL COVERING <Insert drawing designation> A. Wall-Covering Standard: Provide [mildew-resistant] [peelable] [strippable] wall coverings that comply with ASTM F 793 for [Category I, Decorative Only] [Category II, Decorative with Medium Serviceability] [Category III, Decorative with High Serviceability] [Category IV, Type I, Commercial Serviceability] [Category V, Type II, Commercial Serviceability] [Category VI, Type III, Commercial Serviceability] products. 1. Products: Subject to compliance with requirements, [provide the following] [provide one of the following] [available products that may be incorporated into the Work include, but are not limited to, the following]: a. <Insert manufacturer's name; product name or designation>. B. Test Responses: 1. Colorfastness to Wet and Dry Crocking: Passes AATCC 8, Grade 3, minimum. 2. Colorfastness to Light: Passes AATCC 16, Option 1 or 3, Grade 4, minimum, at 40 hours. C. Total Weight Excluding Coatings: <Insert weight>. D. Width: <Insert width>. E. Repeat: [Random] <Insert horizontal and vertical dimensions of repeat>. F. Applied Backing Material: [Acrylic] [Paper]. G. Stain-Resistant Coating: <Insert coating manufacturer's name; product name or designation>. H. Colors, Textures, and Patterns: [Match Architect's samples] [As selected by Architect from manufacturer's full range]. 2.6 HEAVY-DUTY SYNTHETIC TEXTILE WALL COVERING <Insert drawing designation> A. Wall-Covering Standard: Provide[ mildew-resistant] wall coverings that comply with ASTM F 793 for [Category IV, Type I, Commercial Serviceability] [Category V, Type II, Commercial Serviceability] [Category VI, Type III, Commercial Serviceability] products. 1. Products: Subject to compliance with requirements, [provide the following] [provide one of the following] [available products that may be incorporated into the Work include, but are not limited to, the following]: a. <Insert manufacturer's name; product name or designation>. B. Test Responses: 1. Colorfastness to Wet and Dry Crocking: Passes AATCC 8, Class 3, minimum. 2. Colorfastness to Light: Passes AATCC 16A or AATCC 16E, Class 4, minimum, at 40 hours. C. Total Weight: <Insert weight>. D. Width: [54 inches (1372 mm)] [60 inches (1524 mm)] <Insert width>. E. Colors, Textures, and Patterns: [Match Architect's samples] [As selected by Architect from manufacturer's full range]. 2.7 WOOD-VENEER WALL COVERING <Insert drawing designation> PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with requirements for levelness, wall plumbness, maximum moisture content, and other conditions affecting performance of the Work. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Comply with manufacturer's written instructions for surface preparation. B. Clean substrates of substances that could impair bond of wall covering, including dirt, oil, grease, mold, mildew, and incompatible primers. C. Prepare substrates to achieve a smooth, dry, clean, structurally sound surface free of flaking, unsound coatings, cracks, and defects. 1. Moisture Content: Maximum of 5 percent on new plaster, concrete, and concrete masonry units when tested with an electronic moisture meter. 2. Plaster: Allow new plaster to cure. Neutralize areas of high alkalinity. Prime with primer as recommended in writing by primer/sealer manufacturer and wall-covering manufacturer. 3. Metals: If not factory primed, clean and apply metal as recommended in writing by primer/sealer manufacturer and wall-covering manufacturer. 4. Gypsum Board: Prime with primer as recommended in writing by primer/sealer manufacturer and wall-covering manufacturer. 5. Painted Surfaces: Treat areas susceptible to pigment bleeding. D. Check painted surfaces for pigment bleeding. Sand gloss, semigloss, and eggshell finish with fine sandpaper. E. Remove hardware and hardware accessories, electrical plates and covers, light fixture trims, and similar items. F. Acclimatize wall-covering materials by removing them from packaging in the installation areas not less than 24 hours before installation. G. Install wall liner, with no gaps or overlaps, where required by wall-covering manufacturer. Form smooth wrinkle-free surface for finished installation. Do not begin wall-covering installation until wall liner has dried. 3.3 INSTALLATION A. General: Comply with wall-covering manufacturers' written installation instructions applicable to products and applications indicated except where more stringent requirements apply. B. Cut wall-covering strips in roll number sequence. Change roll numbers at partition breaks and corners. C. Install strips in same order as cut from roll. D. Install reversing every other strip. E. Install wall covering with no gaps or overlaps, no lifted or curling edges, and no visible shrinkage. F. Match pattern 72 inches (1830 mm) above the finish floor. G. Install seams vertical and plumb at least 6 inches (150 mm) from outside corners and [3 inches (75 mm)] [6 inches (150 mm)] from inside corners unless a change of pattern or color exists at corner. No horizontal seams are permitted. H. Fully bond wall covering to substrate. Remove air bubbles, wrinkles, blisters, and other defects. I. Trim edges and seams for color uniformity, pattern match, and tight closure. Butt seams without any overlay or spacing between strips. 3.4 FIELD FINISHING OF WOOD-VENEER WALL COVERINGS A. Apply [wall-covering manufacturer's standard stain and polyurethane] <Insert type> system according to coating manufacturer's written instructions to produce finish that is consistent in color and gloss and matches approved Samples. B. Apply no fewer than [two] [three] finish coats. 3.5 CLEANING A. Remove excess adhesive at finished seams, perimeter edges, and adjacent surfaces. B. Use cleaning methods recommended in writing by wall-covering manufacturer. C. Replace strips that cannot be cleaned. D. Reinstall hardware and hardware accessories, electrical plates and covers, light fixture trims, and similar items. END OF SECTION 097200
Feel the fear, and do it anyways.
No.
Description
Date
New Resident Home Sweet Home MASTER SPECS Project Number
1 3/23/2016 Author Checker
Date Drawn By Checked By
A9.1 Scale
5/25/2016 2:14:45 PM
SECTION 033000 - CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.1 SUMMARY A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, and finishes, for the following: 1. Footings. 2. Foundation walls. 3. Slabs-on-grade. 1.2 DEFINITIONS A. Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace slag, and silica fume; subject to compliance with requirements. 1.3 ACTION SUBMITTALS A. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments. 1. Indicate amounts of mixing water to be withheld for later addition at Project site. 1.4 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI-certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician. B. Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from single source, and obtain admixtures from single source from single manufacturer. PART 2 PRODUCTS 2.1 FORM-FACING MATERIALS A. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide lumber dressed on at least two edges and one side for tight fit. B. Void Forms: Biodegradable paper surface, treated for moisture resistance, structurally sufficient to support weight of plastic concrete and other superimposed loads. C. Form Ties: Factory-fabricated, removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. 1. Furnish units that will leave no corrodible metal closer than 1 inch (25 mm) to the plane of exposed concrete surface. 2.2 STEEL REINFORCEMENT A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed. B. Plain-Steel Wire: ASTM A 82/A 82M, [as drawn] [galvanized]. 2.3 CONCRETE MATERIALS A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project: 1. Portland Cement: ASTM C 150, [Type I], [gray. 2. Blended Hydraulic Cement: ASTM C 595, [Type I (PM), pozzolan-modified portland] cement. B. Water: ASTM C 94/C 94M[potable]. 2.4 WATERSTOPS A. Flexible Rubber Waterstops: CE CRD-C 513for embedding in concrete to prevent passage of fluids through joints. Factory fabricate corners, intersections, and directional changes. 1.
Feel the fear, and do it anyways.
No.
Description
Date
New Resident Home Sweet Home
Project Number Date Drawn By Checked By
1 3/23/2016 Johnny Simper Checker
A.02 Scale
5/25/2016 2:14:46 PM
SKETCH UP MODEL
Feel the fear, and do it anyways.
No.
Description
Date
New Resident Home Sweet Home
Project Number Date Drawn By Checked By
1 3/23/2016 Johnny Simper Checker
A.03 Scale
5/25/2016 2:14:46 PM
SITE ANALYSIS
BUILT-UP ROOFING
A
MIN. 2X12 ROOF JOISTS AT 16" O.C., SLOPED PER PLAN,
EntranceRoof 11' - 0" MIN. 2X4 STUDS AT 16" O.C.
2x12 RIM JOIST
Reflected 10' - 0"
MIN. 2X12 ROOF JOISTS AT 16" O.C., SLOPED PER PLAN, SEE
Feel the fear, and do it anyways.
2x6 HEADER
1 LAYER 1/2" TYPE 'X' GYP. BD. 1 LAYER 5/8" TYPE 'X' GYP. BD. EACH SIDE
2x6 TOP PLATE
BATT INSULATION
1
RoofSlopedFraming 3" = 1'-0"
4
Interior partition 3" = 1'-0"
ANCHOR BOLT
Floor Plan 0' - 0"
PRESSURE TREATED 2X6
Foundation -1' - 0"
3
7/8" EXTERIOR CEMENT PLASTER
Section 2 - Callout 1 1/2" = 1'-0"
MIN. 2X6 STUDS AT 16" O.C.,
OPTIONAL GLASS FIBER BATT INSULATION PER THERMAL REQUIREMENTS
WOOD STRUCTURAL SHEAR PANEL WHERE OCCURS
1 1/4 - 2 3/8"
TS CURB MANUFACTURER
Cant strip
0' - 6"
30-60 mm
B
BASIS OF DESIGN: VELUX VCM curb mounted fixed skylight VELUX ECW Flashing
Batten
2X12 RIM JOIST
INTERIOR SURFACE TREATMENT
(2) 2X4 TOP PLATE
EntranceRoof 11' - 0" Reflected 10' - 0"
No.
Description
Date
GYPSUM BOARD
ExteriorStuccoWall 3" = 1'-0"
5
Skylight section view 1 1/2" = 1'-0"
EXTERIOR SHEATHING BATT INSULATION
SILL PLATE
6
Floor Plan 0' - 0"
New Resident
Section 2 - Callout 2 1/2" = 1'-0"
Home Sweet Home VIEWS AND CALL OUTS Project Number
1 3/23/2016 Author Checker
Date Drawn By Checked By
A.8 Scale
As indicated
5/25/2016 2:14:47 PM
2
PROJECT NOTES A. ALL WORK SHALL CONFORM TO: 2013 CALIFORNIA BUILDING CODE 2013 CALIFORNIA PLUMBING CODE 2013 CALIFORNIA MECHANICAL CODE 2013 CALIFORNIA ELECTRICAL CODE 2013 CALIFORNIA REFERENCED STANDARDS CODE 2013 CALIFORNIA ENERGY CODE 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE 2013 ENERGY STANDARDS
Abbreviations
C.THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. A201 LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE DESIGNER'S OFFICE. D. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO STARTING WORK. E. SUBMIT PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, HOOD ANSUL, OR OTHER RELATED FIRE PERMITS, ENCROACHMENT PERMIT, ETC. OWNER WILL PAY FOR "CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. F. PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER. G. PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY-PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. H. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT DESIGNER IF ANY ABBREVIATIONS ARE NOT CLEAR. I. GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESS OTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS. J. GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION. K. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE WORK PRIOR TO BID. SHALL VERIFY EXISTING CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES OR UNIDENTIFIED CONDITIONS TO THE OWNER FOR RESOLUTION BEFORE BEGINNING WORK. L. ANY DAMAGE TO EXISTING IMPROVEMENTS IN THE EXECUTION OF THE WORK IN THIS CONTRACT SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE CONTRACT. M. THE PURPOSE OF THESE DRAWINGS IS FOR THE CONTRACTOR TO INCLUDE ALL LABOR, MATERIALS, AND SERVICES REQUIRED FOR THE COMPLETION OF ALL WORK SHOWN OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY SHOWN IN THE DOCUMENTS. THE DRAWINGS INCLUDED FOR SPECIFIC AREAS PRESENT AN INTENT FOR WORK TO BE DONE IN OTHER SIMILAR AREAS . N. DIMENSIONS, DETAILS, NOTES AND SYMBOLS THAT APPLY TO ONE UNIT, APPLY TO ALL UNITS IN LIKE SITUATIONS, U.N.O. O. UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED OR OTHERWISE MODIFIED WITHOUT THE PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD P. INSTALLATION SHALL FOLLOW THE MANUFACTURER'S PUBLISHED SPECIFICATIONS AND/OR TRADE STANDARDS IN ADDITION TO MEETING OR EXCEEDING THE DESIGN STANDARDS. Q. ALL PIPING AND CONDUIT SHALL BE LOCATED WITHIN WALLS AND AS HIGH AS POSSIBLE ABOVE CEILINGS. MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW EXACT LOCATIONS. R. ALL DIMENSIONS ARE TO CENTERLINE OF COLUMN OR STUD UNLESS NOTED OTHERWISE. S. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE DOCUMENTS PRIOR TO PROCEEDING WITH ANY WORK INVOLVED. T. "ABANDON" MEANS TO LEAVE IN PLACE, DISCONNECT FROM ACTIVE SERVICE, AND BACKFILL WITH CONCRETE U. CONTRACTOR SHALL PULL AND PAY FOR ANY REQUIRED PERMITS FOR WORK PERFORMED ON STREET OR AT CURBS. V. ALL WORK IS NEW UNLESS OTHERWISE NOTED. REVIEW EXISTING DRAWINGS AND SITE TO DETERMINE WHAT SELECTIVE DEMOLITION MUST TAKE PLACE IN ORDER TO INSTALL NEW WORK. W. "REMOVE" MEANS TO REMOVE AND DISPOSE OF IN A LEGALLY APPROPRIATE DUMPSITE OR TO RECYCLE AT AN APPROPRIATE FACILITY. X. "REPLACE" MEANS TO REMOVE EXISTING AND INSTALL NEW. Y. "INSTALL" MEANS TO PROVIDE NEW MATERIALS AND LABOR FOR CUTTING/PATCHING AND INSTALLATION. Z. WHERE A CONFLICT EXISTS, THE MOST EXPENSIVE RESOLUTION SHALL GOVERN. BID ACCORDINGLY. AA. INFORMATION SHOWN ON ONE DOCUMENT IS AS IF IT IS SHOWN ON ALL DOCUMENTS. BB. INFORMATION MAY NOT BE SHOWN IN WHAT YOU THINK ARE TRADITIONAL LOCATIONS WITHIN THE BID DOCUMENTS. REVIEW ALL BID DOCUMENTS TO DETERMINE COMPLETE SCOPE OF WORK. CC. WALL, FLOOR, AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATION IN CBC T-803.5 DD. WHENEVER GALVANIZED PLUMBING PIPES ARE EXPOSED, REPLACE WITH COPPER.
SYMBOL LEGEND
Room name AREA TAG
150 SF 101
1 A101
SIM SECTION
DOOR TAG NORTH ARROW
1t
WINDOW TAG
1
Ref
Ref
1 Ref A101
1
ELEVATION
1 Ref
SYMBOL LEGEND 1/8" = 1'-0"
CODE ANALYSIS
APPLICABLE CODES: CONSTRUCTION TYPE: TYPE V OCCUPANCY GROUP: R.3 ALLOWABLE HEIGHT (STORIES): 2 STORIES PROPOSED HEIGHT(STORIES): 1 STORIES ALLOWABLE HEIGHT (FEET): 25FT PROPOSED HEIGHT (FEET): 10-14FT ALLOWABLE FLOOR AREA: 60% OF TOTAL AREA PROPOSED FLOOR AREA : 1500 SET BACK REQUIREMENTS: FRONT 15'-0 SIDE'S 4'-0 REAR 20'-0
REVISION
G GA GAGE, GAUGE GALV GALVANIZED GC GENERAL CONTRACT(OR) GFR GLASS FIBERGLASS REINFORCED GFRC GLASS FIBERGLASS REINFORCED CONCRETE GL GLASS, GLAZING GYP GYPSUM H H HIGH HB HOSE BIBB HC HANDICAP HDW HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HP HORSE POWER H.P. HIGH POINT HR HOUR HT HEIGHT HVAC HEATING/VENTILATION/ AIR CONDITIONING HW HOT WATER I ID INSIDE DIAMETER IN INCH(ES) INCL INCLUDE(D), (ING) INFO INFORMATION INSUL INSULATE(D), (ATION) INT INTERIOR J JAN JANITOR JC JANITOR'S CLOSET JCT JUNCTION JT JOINT K KIT KITCHEN L LAM LAMINATE(D) LAV LAVATORY LB POUND(S) LH LEFT HAND LIN LINEAR L.P. LOW POINT LT LIGHT LTG LIGHTING LVL LEVEL M MAT'L MATERIAL(S) MAX MAXIMUM MECH MECHANIC(AL) MED MEDIUM MEMB MEMBRANE MTL METAL MEZZ MEZZANINE MFR MANUFACTURE(R), (D) MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED
N N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NOM NOMINAL NRC NOISE REDUCTION COEFFICIENT NTS NOT TO SCALE O O/ OVER OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OFCI OWNER FURNISHED CONTRACTOR INSTALLED OH OVERHEAD O.H. OPPOSITE HAND OPNG OPENING OPP OPPOSITE P PERF PERFORATE(D) PERIM PERIMETER PERP PERPENDICULAR PKG PARKING PL PLATE P.L. PROPERTY LINE PLAM PLASTIC LAMINATE PLBG PLUMBING PR PAIR PREFAB PREFABRICATE(D) PSI POUNDS PER SQUARE INCH PT POINT PTN PARTITION PVC POLYVINYL CHLORIDE PWD PLYWOOD PWR POWER Q QTY QUANTITY R R RISER RAD RADIUS RB RUBBER BASE RD ROOF DRAIN REV REVISION, REVISE(D) REF REFERENCE REG REGISTER REQD REQUIRED RET RETURN RH RIGHT HAND RM ROOM RO ROUGH OPENING S S SOUTH SAN SANITARY SC SOLID CORE SCHED SCHEDULE SERV SERVICE SF SQUARE FOOT SGL SAFETY GLASS SH SINGLE HUNG SHT SHEET SIM SIMILAR SK SKETCH S.J. SEALANT JOINT SPEC SPECIFICATION(S) SQ SQUARE SS STAINLESS STEEL STD STANDARD STOR STORAGE STRUCT STRUCTURE, (AL) T T TREAD TO TOP OF T&B TOP & BOTTOM TEL TELEPHONE TEMP TEMPERATURE T&G TONGUE & GROOVE THK THICK(NESS) TOL TOLERANCE TYP TYPICAL U UC UNDERCUT UL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE V VB VINYL BASE VCT VINYL COMPOSITE TILE VERT VERTICAL VIF VERIFY IN FIELD VT VINYL TILE W W/ WITH WC WATER CLOSET WD WOOD WH WATER HEATER WIN WINDOW W/O WITHOUT WP WATERPROOFING WPT WORKING POINT WT WEIGHT Y YD YARD
Feel the fear, and do it anyways.
No.
Description
Date
Sheet index Drawn By Johnny Simper Johnny Simper Johnny Simper Johnny Simper Johnny Simper Johnny Simper Johnny Simper Johnny Simper Johnny Simper Johnny Simper Johnny Simper Author Author
Author
Sheet Name
Sheet Number
FLOOR A1.1 PLAN SECTIONS A4.1 EXTERIOR ELEVATIO NS REFLECTE D CEILING PLAN EXTERIOR ELEVATIO NS SKETCH UP MODEL SITE ANALYSIS SITE/ROOF PLAN SCHEDUL ES INTERIOR ELEVATIO NS TITLE SHEET Unnamed VIEWS AND CALL OUTS MASTER SPECS
VICINITY MAP
A3.1
A2.1
New Resident
A3.2
A.02 A.03 A0.1
Home Sweet Home TITLE SHEET
A6.1 A7.1
T0.1 A2 A.8
Project Number Date Drawn By
A9.1 Checked By
1 3/23/2016 Johnny Simper Checker
T0.1 Scale
1/8" = 1'-0"
5/25/2016 2:14:48 PM
B. IT IS INTENDED THAT A COMPLETE PROJECT IS PROVIDED.
A ABV ABOVE A/C AIR CONDITIONING ACT ACOUSTICAL TILE ADA AMERICANS WITH DISABILITIES ACT ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECT(URAL) AUTO AUTOMATIC A/V AUDIO VISUAL AVG AVERAGE B BO BOTTOM OF BD BOARD BEL BELOW BTWN BETWEEN BLKG BLOCK(ING) BLDG BUILDING BM BEAM BOT BOTTOM BS BOTH SIDES C C CENTER CAB CABINET CER CERAMIC CFT CUBIC FOOT (FEET) CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CFOI CONTRACTOR FURNISHED OWNER INSTALLED CIR CIRCLE CIRC CIRCUMFERENCE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLO CLOSET CLR CLEARANCE/CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONF CONFERENCE CONT CONTINUOUS OR CONTINUE CORR CORRIDOR CPT CARPET(ED) CT CERAMIC TILE CW COLD WATER CDY CUBIC YARDS D DEPTH DB DECIBELS DBL DOUBLE DEG DEGREE(S) DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIV DIVISION DN DOWN DEPT DEPARTMENT DR DOOR DS DOWNSPOUT DWG DRAWING E (e) EXISTING E EAST EA EACH EL ELEVATION ELEC ELECTRIC(AL) ELEV ELEVATOR EJ EXPANSION JOINT EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EXP EXPOSED EXH EXHAUST EXIST EXISTING EXP EXPANSION EXT EXTERIOR F FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CLOSET FFL FINISH FLOOR LINE FHC FIRE HOSE CABINET FIN FINISH(ED) FLR FLOOR(ING) FND FOUNDATION FT FOOT (FEET) FUT FUTURE FV FIELD VERIFY
Arch 180 Designer: Johnny Simper Date: 5/18/2016
Spring 2016
Specification Division/Section Description Foundation Slab on grade Flooring
Roof Framing Roof Framing Roof cover, built-up, low rise 3 ply Wood beams & girders 8 3/4" x 24
Wall Framing 2 x 6 @ 16" oc 2 x 4 @ 16" oc Siding metal siding, porcelain
Bat Insulation Blown - in Insulation R13 - 6" depth
Windows Window Trim window, steel frame, clear Door Interior hollow wood door and frame Roll-up Garage door, chain operated 10 x 10
Roofing @ XXX SF Roof cover, built-up, low rise 3 ply
Page 1 of 2
Quan
Ea
Sub-total
1505
8.64
13,003.00 4,248.00
1505 15 5
8.27 241.41 56.96
12,446.35 3,621.15 284.80
1505
12.40
18,662.00 0.00
1505 0 0
48.40 0.00 0.00
72,842.00 0.00 0.00
SF 1505
1.06
#VALUE! 1,595.30
LF 14
32.68
#VALUE! 457.52
9 1 EA
1123.70 3166.31
10,113.30 3,166.31
15
241.41
3,621.15 0.00 0.00 0.00 0.00
Interior 1/2" drywall
1505
Interior wall finish
LF
Electrical Wiring lighting fixtures Plumbing fixtures Plumbing rough in and connection Heating and cooling system
0.76
1,143.80 0.00 9,977.00 0.00
6,837.00 2,433.00 6,950.00 8,877.00 7,435.00
Sub Total Tax @ 8% (Orange County) Contingency @ 5% Total Materials Overhead and Profit (20%) Total Estimate
184,092.53 14,727.40 9,204.63 208,024.56 208,024.56
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