ENGINEERED TRUSSES BY MANUFACTURER [14'-7 1/4"] SECOND FLOOR CONSTRUCTION
|
|
- Melvyn Garrison
- 6 years ago
- Views:
Transcription
1 ROOF CONSTRUCTION PRE-FIN ROOF VENTS AS REQUIRED 3 YEAR ARCHITECTURAL ASPHALT SHINGLES. (7/6") OSB SHEATHING ROOF SHEATHING & H-CLIPS PRE-ENG. ROOF 60mm (") O.C. INSULATION BAFFLES EACH TRUSS SPACE R0 BLOWN-IN LOOSE FILL INSULATION 6 MIL POLY VAPOUR BARRIER.9mm (/8") TYPE 'X' FINISHED DRYWALL CEILING BOARD PAINT FINISH FASCIA & SOFFIT EAVE PROTECTION AND DRIP EDGE PRE-FIN. METAL FASCIA, SOFFIT PRE-FIN. METAL DOWNSPOUTS (") & EAVESTROUGH C/W ' FOLD-AWAYS DETERMINE DOWNSPOUT LOCATIONS ON SITE TO SUIT SITE GRADING. ENGINEERED TRUSSES BY MANUFACTURER OPTIONAL ATTIC SEPARATION (SMOKE BARRIER NOT REQ'D BY CODE). (7/6") OSB SHEATHING APPLIED DIRECTLY TO ONE SIDE OF TRUSS. TYP. TWO LOCATIONS 67 [8'- /8"] LVL TALL WALL EXTERIOR FINISH - REFER TO ELEV. AIR BARRIER (TYVEK WRAP) 9.mm(3/8") O.S.B. EXT. SHEATHING 38x0mm(x6") LVL TALL WALL c/w 38x0mm(x6") 00mm ('-0") O.C. VERTICALLY R0 BATT INSULATION 6 MIL POLY VAPOUR JOINTS) POLY ALL OPENINGS, CAULK V.B..7mm (/") FINISHED DRYWALL T/O ND SUBFLOOR HALLWAY BATHROOM HALLWAY BATHROOM HALLWAY 067 [3'-6"] 08 ['- /"] INTERIOR WALLS.7mm(/") FINISHED DRYWALL 38x89mm(x") SPRUCE CONST. 06mm(6") O.C. UNLESS OTHERWISE SPECIFIED ON PLAN.7mm(/") FINISHED DRYWALL MIN. 067mm(") HIGH WALL AROUND STAIR DOUBLE TRUSSES AT STAIR OPENING 80 ['- /"] ['-7 /"] SECOND FLOOR CONSTRUCTION FINISH FLOOR - AS SPECIFIED K3 (3/8") UNDERLAY UNDER SHEET VINYL 9mm(3/") T&G O.S.B. SHEATHING GLUED AND SCREWED 06mm(6") OPEN WEB WOOD 88mm(9.") O.C. c/w CROSS BRACING AS PER MANUF..7mm (/") FINISHED DRYWALL CEILING BOARD 3 ['-3"] PARTITION WALL.7mm(/") TYPE 'X' FINISHED DRYWALL ROWS 38x89mm(x") STUDS EACH 60mm(") O.C. STAGGERED AT 30mm(") CENTERS ON COMMON 38x0mm(x6") BOTTOM PLATE. FIRE RATED ROCK FIBER INSULATION FILLED CAVITY LAYERS.7mm(/") TYPE 'X' FINISHED DRYWALL UNLESS OTHERWISE SPECIFIED ON PLAN 067 [3'-6"] 7 60 T/O WALL [9'- /8"] CONSTRUCTION 38x3mm(x0") D. FIR 06mm(6") O.C. c/w DOUBLE HEADERS & TRIMMERS 366 [7'-9 /8"] DOUBLE TRUSSES AT 9 [8'-6"] T/O SUBFLOOR T/O LOWER SUBFLOOR T/O FOUNDATION WALL 99. PWF WALL FDN. EXTERIOR FINISH TO GRADE REFER TO ELEV. 6 MIL POLY - NO HORIZONTAL ADHESIVE BEADS ALL ADHESIVE BEADS TO BE VERTICAL..7mm(/") P.T. PLYWOOD APPLIED HORIZ. 38x8mm(x8") 30mm(") O.C. BATT INSULATION 6 MIL POLY VAPOUR JOINTS) POLY ALL OPENINGS, CAULK V.B..7mm FINISHED DRYWALL 096 [6'-0 /"] DOUBLE TRUSSES AT CONC. FLOOR SLAB 00mm(") CONC. SLAB 6mil POLY MOISTURE BARRIER 03mm(8")COMPACTED ROCK FILL. SUBGRADE SLOPED TO SUMP PIT. 096 [6'-0 /"] MAIN FLOOR CONSTRUCTION FINISH FLOOR - AS SPECIFIED K3 (3/8") UNDERLAY UNDER SHEET VINYL 9mm(3/") T&G O.S.B. SHEATHING GLUED AND SCREWED 7mm(8") OPEN WEB WOOD 88mm(9.") O.C. c/w CROSS BRACING AS PER MANUF..7mm (/") FINISHED DRYWALL CEILING BOARD PAINT FINISH FUTURE REC. ROOM BASEMENT PARTITION WALL.7mm(/") TYPE 'X' FINISHED DRYWALL ROWS 38x0mm(x6") STUDS EACH 60mm(") O.C. STAGGERED AT 30mm(") CENTERS ON COMMON 38x8mm(x8") P.T. BOTTOM PLATE. FIRE RATED ROCK FIBER INSULATION FILLED CAVITY.7mm(/") PWF PLYWOOD SHEATHING-APPLIED HORIZONTALLY (ONE SIDE ONLY) FIRE CAULK & TAPE ALL JOINTS.7mm(/") TYPE 'X' FINISHED DRYWALL 096 [6'-0 /"] T/O LOWERED FDN WALL S. : 0 08 ['- /"] ['-7 /"] 3 ['-3"] 7 LOTS: 0,, BLOCK: 6 & DETAILS, BDT, OAE S. CANT. DETAIL S. TYP. FOUNDATION WALL CORNER DETAIL LEDGER DETAIL S. S.
2 FASCIA & SOFFIT EAVE PROTECTION AND DRIP EDGE PRE-FIN. METAL FASCIA, SOFFIT PRE-FIN. METAL DOWNSPOUTS (") & EAVESTROUGH C/W ' FOLD-AWAYS DETERMINE DOWNSPOUT LOCATIONS ON SITE TO SUIT SITE GRADING. T/O ND FLOOR WALL BEDROOM #3 CL STAIRWELL W.I.C. 60 [8'-0"] T/O ND SUBFLOOR GUARDRAIL HT. 9mm (36") BALUSTRADES Omm (") MAXIMUM OPENINGS HANDRAIL HT. 9mm(36").8 x 0mm COMP. DECKING 3-38x8mm (x8") P.T. BEAM 89x89mm(x") P.T. COLUMN ANCHORED TO PILE 30mm (") REINF. CONC. PILES 800mm (6'-0") DEEP REINF. WITH -M VERT. x00mm ('-0") LONG CUT OFF AT GRADE. 039 [6'-8 /"] 3798 ['- /"] 37 ['- 3/"] 3 [7'-8 3/8"] FRAMED CEILING HEIGHT 38x3mm (x0") FLOOR JOIST 3 PLY 38x3mm (x0") BEAM 368 ['-8 /"] TRUSSES BEYOND W.I.C. BATH CL FOYER 37 [7'- 3/"] 3-38x86mm (x") D. FIR STRINGERS TYP. ALL INTERIOR STAIRS UNLESS NOTED OTHERWISE [8'- /"] [8'-0"] [8'-0"] 38x8mm(x8") P.T. LEDGER BOARD. REFER TO DTL. /S. ENGINEERED TRUSSES BY MANUFACTURER COMPOSITE DECKING 0x0mm(6x6") P.T. COLUMN ANCHORED TO PILE 30mm (") REINF. CONC. PILES 800mm (6'-0") DEEP REINF. WITH -M VERT. x00mm ('-0") LONG CUT OFF AT GRADE. BEAM BY TRUSS MANUFACTURER 0x0mm (6x6") P.T. D.FIR POST ANCHORED TO PILE BELOW. BOXED OUT WITH STUCCO FINISH. REFER TO ELEV. 3-38x3mm (x0") P.T. BEAM GUARDRAIL HT. 9mm (36") BALUSTRADES O0mm (") MAXIMUM OPENINGS HANDRAIL HT. 9mm(36") 38x86mm ("x") P.T. 06mm (6") O.C. OPEN RISERS, COMP. DECK FINISH. TYP. ALL EXTERIOR STAIRS S. : 0 STAIR SECTION /S.3 PILE REINF 00mm ('-0") 08mm (0") LOTS: 0,, BLOCK: 6, BDT, OAE TYP. 30mm PILE DTL. S. 3 PROTECTION OF CORNERS DETAIL S. NOT TO WALL OPENING DETAIL S. NOT TO S.
3 T/O ND FLOOR WALL 0.66 STAIR CONSTRUCTION 3mm(9 ") RUN RISE ON SECTION mm(") NOSING 38x86mm (x") D.FIR STRINGERS T/O ND SUBFLOOR CL STAIRWELL W.I.C. 368 ['-8 /"] TR@3mm [3'-6 /"] TOTAL=0mm TRUSSES BEYOND 079 [3'-6 /"] 3R@99.8mm TOTAL=399mm [8'-0"] CONSTRUCTION 38x3mm(x0") D. FIR 06mm(6") O.C. c/w DOUBLE HEADERS & TRIMMERS 3-38x86mm (x") D. FIR STRINGERS TYP. ALL INTERIOR STAIRS UNLESS NOTED OTHERWISE T/O LOWERED SUBFLR S.3 STAIR SECTION : 0 R@87mm TOTAL=37mm 9R@99.mm TOTAL=793mm R@99.mm TOTAL=797mm STAIRWELL 0 [6'-7 /"] TR@3mm [3'-6 /"] TOTAL=0mm 079 [3'-6 /"] 9R@99.8mm TOTAL=398mm R@99.8mm TOTAL=799mm LOTS: 0,, BLOCK: 6 STAIR SECTION & DETAIL S.3 S.3, BDT, OAE
4 GENERAL STRUCTURAL NOTES:. THIS STRUCTURAL CERTIFICATION IS VALID ONLY FOR THE HEREIN AND PHYSICAL LOCATION. ANY USE OF THE S FOR ANY OTHER IS STRICTLY PROHIBITED.. BUILDER TO CONFORM TO THE MOST CURRENT VERSION OF THE NATIONAL BUILDING CODE OF CANADA PART 9. AND CAN/CSA - S06-9 "CONSTRUCTION OF PRESERVED WOOD FOUNDATION" SHALL BE CONSTRUCTED. 3. C0NSTRUCTION REQUIRED TO BE BUILT AS PER ENGINEERED STAMPED CAN/CSA-S06-9. FOOTINGS SHALL NOT BE PLACED ON FROZEN GROUND AND THE BEARING SOIL MUST BE PROTECTED AGAINST FREEZING.. S SHALL NOT BE D FOR DIMENSIONS. 6. THE CONTRACTOR SHALL VERIFY ALL LEVELS, DATUMS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK. ALL ERRORS SHALL BE REPORTED TO THE ENGINEER OR ER BEFORE PROCEEDING. 7. DIMENSIONS ARE TAKEN TO EXTERIOR FACE OF FOUNDATION WALL, EXTERIOR FACE OF WALL STUDS AND CENTERLINE OF INTERIOR PARTITIONS UNLESS NOTED OTHERWISE. 8. NO MODIFICATIONS PERMITTED TO STRUCTURE WITHOUT WRITTEN APPROVAL OF BUILDER'S STRUCTURAL ENGINEER. 9. ALL INTERIOR NON-STRUCTURAL BASEMENT PARTITION WALLS SHALL BE BUILT WITH " FLOAT SPACE TO PERMIT UPWARD MOVEMENT OF BASEMENT FLOOR SLAB. 0. A GEOTECHNICAL INVESTIGATIVE REPORT IS AVAILABLE FROM THE DEVELOPER OF THIS PROPERTY. REPORT HAS BEEN PREPARED BY AECOM, AND IS IDENTIFIED AS NUMBER 600.0, D FEBRUARY 03.. ALL SITE PREPARATION SHALL BE OVERLOOKED BY THE CONTRACTORS SITE SUPERVISOR TO ENSURE CONFORMANCE TO THE CONDITIONS STATED HEREIN. CONCRETE TO CSA A3.: PILES: MPa, TYPE 0, AIR -6%, SLUMP 0-00mm BASEMENT FLOOR: MPa, TYPE 0, AIR NIL, SLUMP 0-7mm REINFORCING TO CSA G30.8 TIES GRADE 300 ALL OTHER BARS GRADE 00 FOOTINGS ALL CONCRETE FOOTINGS TO BE FOUNDED ON SOUND, DRY, UNDISTURBED SOIL, SOIL BELOW FOOTING MUST BE FREE OF FROST AND NOT PERMITTED TO FREEZE. MPa, TYPE 0, AIR -6% SLUMP 00mm MAX. PROVIDE 00mm ('-0") SOIL COVER TO ALL EXTERIOR FOOTINGS. SPECIAL PWF NOTES:. POSITIVE DRAINAGE SHALL TERMINATE IN A SUMP EXTENDING " BELOW BASEMENT FLOOR. SUMP MAY BE DRAINED TO SEWER. (COMPLY WITH PLUMBING CODE) OR PROVIDE FOR FUTURE SUMP PUMP.. ALL VERTICAL AND HORIZONTAL JOINTS IN PLYWOOD SHALL BE SUPPORTED BY STUDDING OR BLOCKING. 3. ALL PLYWOOD JOINTS SHALL BE CAULKED USING BUTYLENE SEALANT C.G.S.B. 9-GP-3M 87 OR C.G.S.B. 9-GP-M-976. ONE OF THESE NUMBERS MUST BE ON THE TUBE. SET A BEAD OF CAULKING ON EDGE OF SHEETS BEFORE SETTING SHEETS TOGETHER. S3. SUMP PIT DETAIL 3 COVER PLATE DETAIL S3. NOT TO. ALL FASTENINGS SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH CSA B INCLUDING NAILS, SCREWS, LIGHT GAGE FRAMING ANCHORS.. ALL LUMBER AND PLYWOOD SHALL BE PRESSURE TREATED AS PER CSA STANDARD 080. ENTITLED "PRESERVATIVE TREATMENT OF WOOD FOR BUILDING FOUNDATION SYSTEMS, BASEMENTS AND CRAWL SPACES BY PRESSURE PROCESSES". 6. LUMBER CUT AFTER TREATMENT SHALL BE BRUSH COATED WITH COPPER NAPTHANATE PRESERVATIVE SOLUTION (7% BY WEIGHT). LOTS: 0,, BLOCK: 6 7. POLYETHYLENE SHALL BE (WHITE) C.G.S.B. STANDARD CAN/CGSB-.3-M86. BLACK POLY NOT ACCEPTABLE. THE POLYETHYLENE SHEET MOISTURE BARRIER MUST BE APPLIED VERTICALLY TO THE EXTERIOR P.T. PLYWOOD AND HELD IN PLACE WITH VERTICAL BEADS OF SEALANT (NO HORIZONTAL BEADS). THE VERTICAL JOINTS IN THE POLYETHYLENE SHEETS ARE TO BE LAPPED 6" AND SEALED. THE SHEETS SHALL EXTEND DOWN TO THE FOOTING BUT NOT UNDER IT. IT SHALL HANG LOOSE WITH NO HORIZONTAL SEALANT EXCEPT AT THE BATTEN. THE UPPER EDGE IS TO BE FOLDED OVER 6" AND SECURED IN PLACE BY THE HORIZONTAL P.T. COVER PLATE WHICH IN TURN IS NAILED TO THE PW WALL. THE OWNER AND/OR CONTRACTOR SHALL ACCEPT FULL RISK AND RESPONSIBILITY FOR THE USE OF ANY EXTERIOR COVERING WHICH IS NOT APPROVED BY THE ENGINEER. NO OTHER BARRIER SHALL BE APPLIED IN LIEU OF, AND/OR ALONG WITH THE ACCEPTABLE POLY MOISTURE BARRIER NOTED ABOVE. 8. DETAILS NOT SPECIFICALLY SET OUT HEREIN SHALL COMPLY WITH PART AND PART 9 OF N.B.C.C. INCLUDING CAN/CSA-S06-9 CONSTRUCTION OF PRESERVED WOOD FOUNDATIONS. STRUCTURAL NOTES & DETAILS, BDT, OAE 9. NO BACKFILLING SHALL BE CARRIED OUT UNTIL ALL FOUNDATION WORK IS COMPLETE AND APPROVED BY THE ENGINEER OR HIS AUTHORIZED AGENT. 0. FOOTINGS MUST NOT BE PLACED ON FROZEN GROUND AND SOIL BEARING UNDER FOUNDATION AND FOOTINGS MUST BE PROTECTED AGAINST FREEZING.. WHERE ELECTRICAL OUTLETS MUST BE PLACED ON EXTERIOR WALLS, THE WIRING TO SERVICE EACH BOX SHALL PASS THROUGH A HOLE DRILLED IN THE TOP PLATE AND THE HOLE SEALED AGAINST AIR CIRCULATION. S3. S3. S3.
5 S3. RECESSED LATERAL BEAM DETAIL LOTS: 0,, BLOCK: 6 DETAIL :0 S3., BDT, OAE
The better way to build TM. Installation Manual FOUNDATION SIPs & FROST WALLS SIPs
The better way to build TM Installation Manual FOUNDATION SIPs & FROST WALLS SIPs November 2016 PWF FOUNDATION & FROST WALL SIPs Installation Manual Table of Contents Topics General Requirements....................................
More informationGARAGE MAIN FLOOR PLAN
BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. SHED TO BE BUILT AS PER IRC, UBC OR CURRENT LOCAL CODE To the best of my knowledge
More informationTP: 89'-0" BP: 86'-6 1/4" 2'-0" Typ TP: 89'-0" BP: 86'-6 1/4" 2'-0" Typ S201 TW: 89'-0" TF: 86'-0" S201 TW: 87'-11 1/4" S201 TF: 86'-10 1/4" S201
Resource reginc.com 0.. '-" P: '-" 0'-0" " P: '- /" 0'-" '-" '-0" '-0" 0'-0" '-0" '-" '- /" TF: '-0" TW: '-0" TF: '-0" TW: '-0" TF: '-0" TW: '- /" TF: '-" " Typ Sim. P: '-" " TF: '-0" C '- /" '-" Varies
More informationTHE SPENCER RESIDENCE J&S ARCHITECT
THE SPENCER RESIDENCE J&S ARCHITECT 75 POURED CONCRETE FOUNDATION WALL (0MPa) 97.94 50Ø WEEPER TILE C/W SOCK W/MIN. 50 GRANULAR COVER F.D. E.P.B. F.D. 00 POURED CONCRETE FOUNDATION WALL (0MPa) 475 X 00
More informationPROJECT INFORMATION PROJECT NUMBER 1706 SINGLE DETACHED DWELLING - RENO 4208 VARMOOR ROAD NW CALGARY ALBERTA
BERZE RESIDENCE 4208 VARMOOR ROAD, NW CALGARY ALBERTA CLIENT PROJECT INFORMATION NAME BELA & BOGLARKA BERZE PROJECT NAME BERZE RESIDENCE PERMANENT ADDRESS TEMPORARY ADDRESS PHONE NUMBER EMAIL 4208 VARMOOR
More informationThe better way to build TM. Installation Manual NAILBASE PANELS
The better way to build TM Installation Manual PANELS November 2018 SIPs Installation Manual Table of Contents Topics General Requirements................................... 3 Materials..............................................
More informationGARAGE MAIN FLOOR PLAN
BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. SHED TO BE BUILT AS PER IRC, UBC OR CURRENT LOCAL CODE To the best of my knowledge
More informationMAIN FLOOR PLAN. #G x 14 x 8 Shed - Chicken Coop By SDS-CAD Specialized Design Systems 10'-0" 3'-0" 1'-0" 14'-0" 14'-0" 1'-0" 6'-0" 3'-0"
10'-0" BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. BARN TO BE BUILT AS PER LOCAL CODE REQUIREMENTS 14'-0" BWP BWP BWP ABWP 101
More information#G445 Plans, 48'x28' x 10' detached garage with bonus room By SDS-CAD Specialized Design Systems
Architectural asphalt shingles and horizontal True Wood 7" Reveal siding over structural panel. Nailing schedule is 6" on ends 12" on centers 6d nails. Trusses are engineered on Bonus attic trusses 24"
More informationSECTION WOOD FRAMING. A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents.
SECTION 06110 WOOD FRAMING PART 1 GENERAL 1.1 SUMMARY A. Includes But Not Limited To 1. Furnish and install wood framing and blocking as described in Contract Documents. B. Products Installed But Not Supplied
More informationGARAGE MAIN FLOOR PLAN
12'-0" 4'-6" 3'-0" 4'-6" 3040 14'-0" LADDER LT LINE BUNK CABIN 11'-4" x 13'-4" 14'-0" BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS.
More informationEXW3 EXISTING DOWEL NEW FOOTING TO EXISTING WALL WITH 3-15M DOWELS, DOWEL THE NEW
-4 /4" 8" 4'-9 /" 6'-4" '-8" DEPRESS TO ACCOMODATE DOOR ABOVE DOWEL NEW FOOTING TO WITH 3-5M DOWELS, DOWEL THE NEW S TO THE S WITH 5M @ 4" O.C. VERTICALLY, PROVIDE -5M BARS 6" LONG IN THE FOOTING 4'-9"
More informationApplying for Permits to build a new house in Linn County
Planning & Development Linn County, Iowa Building Division Linn County Building Code Residential Guidelines Single Family Dwellings Page 1 of 4 Applying for Permits to build a new house in Linn County
More informationCustom 22' x 40' - 16' Tall Garage Plan #g227 By SDS-CAD Specialized Design Systems
P O Box 34 Mendon, Utah Custom 22' x 40' - 16' Tall Garage Plan #g22 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical
More information4 EXTREME FOUNDATION PANELS
4 EXTREME FOUNDATION PANELS For House Crawl Space On Concrete Footings 1. The type of soil is a factor in determining foundation construction details such as footing design, backfill, and drainage provisions.
More informationCustomer A101. Front Elevation. Roof Peak 24' /32" Roof 17' - 6" Main Floor 9' - 6" Floor Joist 8' - 6" Basement 0' - 6" Grade 0' - 0"
/300 ROOF VENTILATION REQUIRED TYPICAL ROOF OVERHANG '-6" 2 7 Peak 24' - 9/32" 7' - 6" 9' - 6" Floor Joist Grade 0' - 0" Front Elevation 24"x8" STRIP. FOOTING (TYP.) MIN. 42" HIGH GUARD AROUND DECK (TYP.)
More informationCarroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines Detached Garage
Carroll County Bureau of Permits and Inspection Residential Code Compliance Guidelines Detached Garage The following list of code requirements is intended to assist you in complying with the Code of Public
More informationINSULATION RETROFIT DESIGN ENERGY SOLUTIONS CENTRE YUKON GOVERNMENT
INSULATION RETROFIT DESIGN ENERGY SOLUTIONS CENTRE YUKON GOVERNMENT MAY 2009 prepared by N. A. JACOBSEN, P.Eng. CIVIL ENGINEERING CONSULTANT Whitehorse, Yukon ENERGY SOLUTIONS CENTRE YUKON GOVERNMENT MAY
More informationELLIS & WOODLOCK RESIDENCE FOR CONSTRUCTION: MAR. 2/14
0-05- 9:6:6 AM 03 5' 03" 5.69m PROPERTY LINES PROPERTY LINES SIDE YARD SETBACK (.5m) REAR YARD SETBACKS (6m) 93 5' 03" 37.685m 75 9' 8" 60.339m 6' - 5/3" ' - 7 7/6" SITE /6" = '-0" WALKWAY ROOF OVER DECK
More informationGENERAL BUILDING CODE AND ZONING REQUIREMENTS: Post and spread footings shall be designed and constructed below the minimum frost depth of 42 inches
GENERAL BUILDING CODE AND ZONING REQUIREMENTS: Post and spread footings shall be designed and constructed below the minimum frost depth of 42 inches and shall be sized to carry the applicable roof and
More information10 EXTREME BASEMENT PANELS
10 EXTREME BASEMENT PANELS On Granular Footings 1. The type of soil is a factor in determining foundation construction details such as footing design, backfill, and drainage provisions. Soils are classified
More informationADDITIONS BUILDING AND ZONING REQUIREMENTS (REVISED 4/22/2008)
ADDITIONS BUILDING AND ZONING REQUIREMENTS (REVISED 4/22/2008) PERMIT SUBMITTAL CHECKLIST: Signed completed Building Permit application form. Two (2) Copies of a Certificate of Survey. Draw to scale the
More informationCustom 30 x 48-14' Tall Garage Plan #g226 By SDS-CAD Specialized Design Systems
P O Box 34 Mendon, Utah Custom 30 x 48-14' Tall Garage Plan #g226 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical Section
More informationLonsdale Building Inspections Department 415 Central Street W. PO Box 357 Lonsdale, MN (507) fax (507)
Lonsdale Building Inspections Department 415 Central Street W. PO Box 357 Lonsdale, MN 55046 (507) 744-2327 fax (507) 744-5554 2006 RESIDENTIAL CONSTRUCTION CHECKLIST The following checklist has been designed
More information-5mm (1/4") MAX BETWEEN ADJACENT TREADS OR LANDINGS -10mm (1/2") MAX BETWEEN TALLEST & SHORTEST RISE IN FLIGHT
NO.210 (10.25kg/m2) ASPHALT SHINGLES, 10mm (3/8") PLYWOOD SHEATHING WITH "H" CLIPS. APPROVED WOOD TRUSSES @ 600mm (24") O.C. MAX. APPROVED EAVES PROTECTION TO EXTEND 900mm (3'-0") FROM EDGE OF ROOF AND
More informationRESIDENTIAL BUILDING PLAN REQUIREMENTS
CITY OF MANSFIELD BUREAU OF BUILDING AND CODES 30 NORTH DIAMOND STREET 3RD FLOOR MANSFIELD, OHIO 44902 Phone (419) 755-9688 Fax (419) 755-9453 www.ci.mansfield.oh.us RESIDENTIAL BUILDING PLAN REQUIREMENTS
More informationThe Homeowner s Building Application Checklist for Constructing a Residential Addition
The Homeowner s Building Application Checklist for Constructing a Residential Addition This checklist provides homeowners a summary of the Building Permit submission requirements for constructing a residential
More informationElevations. Front Elevation. Left Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,647.
10" Belly Band Cement board shake siding Cement board siding 7" Lap Decorative Corbels Cement board siding 7" Lap 4" Corner boards Stone Veneer on Garage wings 48" high 4" Window and Door Trim (Street
More informationSECTION WOOD FRAMING. A. Includes But Not Limited To: 1. Furnish and install wood framing and blocking as described in Contract Documents.
SECTION 06 1100 WOOD FRAMING PART 1 - GENERAL 1.1 SUMMARY A. Includes But Not Limited To: 1. Furnish and install wood framing and blocking as described in Contract Documents. B. Products Installed But
More informationGARAGE MAIN FLOOR PLAN
30 year dimensional shingles and Metal Verticle siding over structural sheathing. Nailing schedule is " on ends 12" on centers d nails. Trusses are engineered on 24" and framing is 2" x " on 1" centers.
More informationElevations. Front Elevation. Left Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,647.
4 12 Pitch Cement board siding 7" Lap 4" Corner boards Vertical Cedar T&G Siding 4" Window and Door Trim (Street facing facade) P.T. 6x6 : Wrapped & collared with cement board Trim. Stone Veneer on Garage
More informationSUBJECT: NEW 2000 INTERNATIONAL RESIDENTIAL CODE (IRC) DATE:
IRC CODE UPDATES TO: RESIDENTIAL BUILDING CONTRACTORS FROM: GARY STABER, BUILDING OFFICIAL SUBJECT: NEW 2000 INTERNATIONAL RESIDENTIAL CODE (IRC) DATE: 6/1/2003 INTERNATIONAL RESIDENTIAL CODE (IRC) APPLICABILITY:
More informationGARAGE MAIN FLOOR PLAN
#G389 14' X 24' X 8', Custom detached garage By Page 1 Page 2 Page 3 Page 4 Page BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. GARAGE
More information'Rose Avenue Project'
B1 B2 A1 A2 'Rose Avenue Project' Drafting & Design Tom Masters SITE PLAN A1 Kelowna, BC (250)317-2446 kelowna635@gmail.com NOTES PROVIDE FIRE STOPS IN ACCORDANCE WITH BC BUILDING CODE REFERENCE 9.10.15
More informationProject Name: the candlelight. Project No. Scale: sewer line. water line 1 8"=1'-0"
sewer line water line Site Plan scale: 1/8" = 1' 1709 POWERS BLVD. RYAN GLENN SUBDIVISON PHASE 1, BLOCK 5, LOT 3 10,84 SQ. FT. slope grade away from foundation min " in 10' or 5% if 10' is unavailable
More information2'-0 1/2" 1'-8" 9'-7" TOILET BATHROOM 9 VINYL T.P. 3'-8" H.B. 48'-0" W.H. 6'-10" 13'-2" 12'-0" 6'-10" 7'-2" 6'-0" 12'-0" 6'-10" 25'-2"
'-0" '-" '- /" '- /" '-" '-0" '-0 /" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" '-0" 0 Lincoln Street P O Box 0 0-0 Phone: -- Fax: -- '-0" '-0" '-0" '-0" 0'-0" '-0" '-0" '-" '-" '-0" '-0" '-" '-" '-0" '-0"
More informationCustom 24 x 26 Garage Plan Roy Hartmann Plan #g218 By SDS-CAD Specialized Design Systems CLIENT
P O Box 34 Mendon, Utah Custom 24 x 26 Garage Plan Plan #g218 By Page 1 Title Page Page 2 Main Floor Plan Page 3 Foundation Plan Page 4 Elevation Views Page 5 Framing and Details Page 6 Typical Section
More informationAnchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi
STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel
More informationREAR ELEVATION FRONT ELEVATION
SLOPES 6' 2 6' 2 '-0" RESIDENCE S.W. LOT No. PLOT PLAN BLOCK No. INDICATE NORTH FOR SPECIFIC SITE 1" = BRICK VENEER ON IRON LEDGE AND 1 4' PLAN No. CIVIC ADD. S SETBACK DRIVEWAY LEFT ELEVATION TO EDGE
More informationLeft Elevation. Front Elevation. Back Elevation. Right Elevation CEDAR RIDGE H O M E S. Total Sq Ft = 1,842. Scale : 1/4" = 1'
Plan Name 4 4" Window and door trim. (Street facing facades) 4" Corner Boards 4" Vertical Cedar Siding Left Elevation Lap siding over approved building wrap over 1 2" OSB sheathing. Front Elevation Stone
More information6" TRIM AT GARAGE DOORS (TYP) 6" TRIM (TYP) OPTIONAL PATIO DOOR
GABLE END x0 TRIM (TYP) A6. PTD. ALUM GUTTER (TYP) MODEL 67 - OVATION MODEL - BRAVO 0.670.7 09'- /8" 00'-0" " WATER 6" CORNER TRIM (TYP) 6" TRIM AT GARAGE DOORS (TYP) OPTIONAL PATIO DOOR AMERICAN TRADITIONAL
More informationTHE ASHTON PERSPECTIVE VIEW
THE ASHTON PERSPECTIVE VIEW TYPICAL DETAILS GENERAL DESIGN NOTES: 1. THESE DRAWINGS ARE OF A GENERAL NATURE AND ARE NOT INTENDED TO CONVEY THE METHOD OR MEANS OF CONSTRUCTION. IT IS ASSUMED THAT ALL WORK
More informationOne and Two Family Additions
One and Two Family Additions An addition to a house, duplex, garage, or an accessory structure requires a building permit prior to performing any construction. Building Department & Permit Office Mon-Fri
More informationTable of Contents. Page Title
Page Title Table of Contents 1 Floor plan/ Room utilization 2 Elevation (EAST) 3 Elevation (SOUTH) 4 Elevation (WEST) 5 Elevation (NORTH) 6 Foundation plan details 7 Foundation cross sections A Main grade
More informationResidential Building Inspections
Residential Building Inspections Foundations, Grade Beams, Pile Caps, Foundation Pads 1. All trenches or excavations and formwork shall be in accordance with the size(s) and configuration(s) as per approved
More informationTHE FLORIDA BUILDING CODE
THE FLORIDA BUILDING CODE 1. According to the Florida Building Code, spiral stairway treads must all be identical and rise must be sufficient enough to provide a headroom of minimum. A. 6'- 4" B. 6'- 6"
More informationGARAGE MAIN FLOOR PLAN 1
30 year dimensional shingles and structural panel siding running vertical with 8" on center groove and horizontal siding in eaves. Nailing schedule is " on ends 12" on centers d nails. Trusses are engineered
More informationSection numbers refer to the 2018 International Residential Code (IRC), as modified, unless otherwise noted. Revised Effective Sept.
Residential Plan Check Addendum Page 2 of 5 Building Permit # Section numbers refer to the 2018 International Residential Code (IRC), as modified, unless otherwise noted. Revised Effective Sept. 5 th,
More informationGARAGE MAIN FLOOR PLAN 1
30 year dimensional shingles and structural panel siding running vertical with 8" on center groove and horizontal siding in eaves. Nailing schedule is " on ends 12" on centers d nails. Trusses are engineered
More informationChapter 14 - Air Sealing
Chapter 14 - Air Sealing Contents Chapter 14 - Air Sealing... 14-1 Pre-Mechanicals Activities... 14-3 Insulate Bathtub Enclosures... 14-3 Insulate Double Walls and Chases... 14-3 Pre-Inspection Checklist...
More informationGARAGE MAIN FLOOR PLAN SDSCAD Specialized Design Systems
BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. BARN TO BE BUILT AS PER IRC,UBC OR CURRENT LOCAL CODE To the best of my knowledge
More informationADDENDUM A CONSTRUCTION SPECIFICATIONS
ADDENDUM A Description of Improvements: CONSTRUCTION SPECIFICATIONS The Improvements shall consist of constructing an approximate square foot single-family residence including car garage on the real property
More information14' x 24' Garage Plan
14' x 24' Garage Plan SDS-CAD Specialized Design Systems www.sdscad.com email sdscad@pcu.net Copyright 2002 14'-0" (vert)-g 24'-0" 12 in 12 GARAGE 13'-4" x 23'-4" 12 in 12 3068 19'-0" 3'-0" 2'-0" 24'-0"
More information2003 International Residential Building Code
2003 International Residential Building Code Section R305 Ceiling Height Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less
More informationU.S. EDITION RESIDENTIAL CONSTRUCTION DETAILS SAMPLE. A visual guide to construction detailing. Emma Walshaw
RESIDENTIAL CONSTRUCTION DETAILS U.S. EDITION A visual guide to construction detailing Emma Walshaw Contents INTRODUCTION 4 PRINCIPLES OF CONSTRUCTION DETAILING 6 FOUNDATIONS 9 PRINCIPLES OF FOUNDATION
More informationBuilding Guide. olorado Chapter of the International Conference of Building Officials. Lancaster County Building Department
olorado Chapter of the International Conference of Building Officials Lancaster County Building Department Single Family Residential One Story Detached Garage How to Use this Guide Provide two sets of
More informationISSUED FOR CONSTRUCTION
Front 3D ISSUED FOR CONSTRUCTION 2 Rear 3D PHONE: (25)765-59 #2-833 FINNS ROAD, KELOWNA, B.C. PROPOSED RESIDENCE OF: STEVE TURNER KELOWNA, B.C. DRAWING SCALE: DATE: AUGUST 4, 28 REV. DATE: DRN. BY: J.A.S
More informationHOUSE ADDITIONS A guide to the plans required when applying for a Building Permit
PLANNING, PROPERTY AND DEVELOPMENT DEPARTMENT HOUSE ADDITIONS A guide to the plans required when applying for a Building Permit November 2017 contents Introduction... 3 Site Plan... 4 Floor Plan... 6 Foundation
More informationADDITIONS TO EXISTING RES. & DUPLEX
68'-". m 6.0 m SETBACK.0 m RIPARIAN SETBACK ADDITIONS TO EXISTING RES. & DUPLEX 0 INKAR RD, KELOWNA, BC VY 8H7 LOT: C, PLAN #: KAP6, LD FOLIO: 7.7, PID: 006-0-79, ZONING: RU6 (PROPOSED) SITE PLAN 6-- 7-0-
More informationPORCH PLAN. Existing House. New Porch. Page A.1. Boxed Beams. 5/4x6 Cedar Decking. Roof Overhang. Wood Columns. Hip Roof. Step
Porch Plan 28 68 2'-0" 7'-8" 2'-0" 7'-0" PORCH PLAN SCALE: /4" = '-0" CD24 0 SECT D A.6 7 /4" 7 /4" Boxed Beams Existing House 23'-2 /4" 30 68 New Porch Step Wood Columns 8'-0" 2'-0 /2" 2'-0 /2" 8'-0"
More informationE-Blueprints. Shed WorkShop Loft 20' x 20' 800 sq. feet Shed Roof 2 x Framed Walls 8' Doors 8' ceiling Height E-BLUEPRINTS C ABINS G ARAGES
SDS-CAD - Specialized Design Systems E-BLUEPRINTS C ABINS G ARAGES Shed WorkShop Loft 20' x 20' 800 sq. feet Shed Roof 2 x Framed Walls 8' Doors 8' ceiling Height E-Blueprints UP 2x12 joists 16" OC SDS-
More informationThe Compass ( 270 Lisgar Street, Brighton ) Features General Site Work 1. Construction Drawings 2. Building, Plumbing Electrical and Entrance Permits
The Compass ( 270 Lisgar Street, Brighton ) Features General Site Work 1. Construction Drawings 2. Building, Plumbing Electrical and Entrance Permits 3. Development and Septic Fees 4. Tarion New Home Warranty
More informationFIELD COPY ATTACHMENT
FIELD COPY ATTACHMENT The released plans for the project must be on site and available to the inspectors at all times. No inspection will be done without the released field plans. If you have any questions,
More informationSample Plan Not for Construction for pricing
26' x 48' Screen Porch Garage Plans Trussed Roof, 2x Construction, 8' Walls Asphalt Shingles, Garage Space Office Space, Screened Porch 48'-0" 4" 5" 12'-0" 5" 4" 4'-0" 12'-0" 4'-0" 4'-0" 10'-0" 24'-0"
More informationSINGLE FAMILY HOME SPECIFICATIONS
SINGLE FAMILY HOME SPECIFICATIONS GENERAL Lot is included in the price Home is registered with TARION warranty Program (www.tarion.com) TARION registration fee included Builder pays associated Government
More informationPulaski County, Virginia Typical Carport Enclosure Details Based on the 2012 International Residential Code
Pulaski County, Virginia Typical Carport Enclosure Details Based on the 2012 International Residential Code Carports enclosed into one-story garages or living spaces must be constructed in conformance
More informationColorado Chapter of the International Conference of Building Officials. Building Guide. The Colorado Chapter of the International
Building Guide Colorado Chapter of the International Conference of Building Officials Colorado Building Chapter of the International Guide Code Council Single Family Residential One Story Detached Garage
More informationEnergy Panel Structures, Inc
Energy Panel Structures, Inc. 712-859-3219 www.epsbuildings.com 1. General Information The information provided in this manual is to be used as a general guide. Refer to detailed drawings provided by EPS
More informationPHELPS STREET WICK AVENUE WEST RAYEN AVENUE N SITE PLAN. architecture llc T110 2,500 SF T130 1,225 SF T150 1,225 SF T170 2,620 SF
T110 2,500 SF T130 T150 T170 2,620 SF UNIT SUMMARY SUITE 1st 2nd 3rd 4th TOTAL 1 BEDROOM 0 4 4 4 12 (19%) 2 BEDROOM 3 4 4 4 15 (23%) 4 BEDROOM 8 10 10 10 38 (58%) TOTAL 11 18 18 18 65 BED COUNT 194 PHELPS
More informationNATIONAL GYPSUM COMPANY 2-Hour Area Separation Wall System
0 00/NGC NATIONAL GYPSUM COMPANY -Hour Wall System The -Hour is a -hour fire wall consisting of in. (0. mm) light-gauge steel H-Studs that secure two layers of in. (. mm) shaftliner panels friction-fit
More informationfront elevation right elevation
Ridge Approx. 21'-7" :12 continuous ridge vents 30 year asphalt shingles 8" Lap Hardie Plank Siding 3 1 2" MiraTech window & door trim 3 1 2" MiraTech corner trim 40" Tall Foundation Wall front elevation
More informationMODEL - CG3808 CONTEMPORARY
MODEL - CG808 MATTAMY HOMES - CALGARY DIVISION AREA CALCULATIONS LEGEND GENERAL NOTES MAIN FLOOR AREA 998 SF 9.7 SM UPPER FLOOR AREA 60 SF 07.77 SM SUBTOTAL 8 SF 00.8 SM DEDUCT OPEN AREAS AND STAIRS 6
More informationChapter 33 - Checklists
Chapter 33 - Checklists Contents Chapter 33 - Checklists... 33-1 Framing Checklist... 33-2 Exterior Water Plane Checklist... 33-3 Air Sealing Checklist... 33-4 Insulation Checklist... 33-6 Painting Checklist...
More informationAttic. Bedroom 8'-11 5/8" 16'-5 5/8"
25'-5 1/" 6'-0 1/2" 12'-1 3/" 7'-3" 07-030DC 03-23SC 02-23SC D08 5'-1 1/2" Kitchen Bath Closet Closet 25'-5 1/" Bath 05-2030DH 01-2020AW 01-2020AW 01-2020AW D09 D03 2668 D0 Back Yard View Street View 3'-5
More informationCalculated Quantities and Details
Estimate # 8/14/2007 Estimate For: Bill Johnston Finest Quality Homes 1234 Heght Blvd #204 Houston Tx 77079- Ph: (281) 555-5555 Fax: (281) 555-5556 P.O. Box 323 Simonton Tx. 77476 Phone: (281) 346-2462
More informationACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings
ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings Building Safety Department 400-2 nd Street South St. Cloud, MN 56301 (320) 255-7239 A building permit is required for any accessory
More informationGarage/Accessory Structures
Garage/Accessory Structures City of New Prague Building Inspections Department 118 Central Ave N New Prague, MN 56071 (952) 758-4401 Fax (952) 758-1149 Requirements for submitted Building Plans Signed
More informationAdministrative Changes
Revised 11/29/06 Knox County Residential Building Codes Significant Changes From The 1995 CABO One And Two Family Dwelling Code To The 2006 International Residential Code All one and two family dwellings
More informationDATE: 4/1/2014 SCALE: 3/16"=1'- 0" SHEET:
Terrace Level First Floor Second Floor Total Back Porch Front Porch Finished NA 1397 SF 743 SF 2140 SF 63 SF 195 SF Unfinished NOTES: All dimensions are framing dimensions, NOT finished dimensions Exterior
More informationPulaski County, Virginia
Pulaski County, Virginia Typical Carport Enclosure Details Based on the 2009 International Residential Code CONTENTS General Requirements... 2 Emergency Escape and Rescue... 2 Foundation and Floor... 3
More informationSTANDARD RESIDENTIAL DECK DETAILS
STANDARD RESIDENTIAL DECK DETAILS GUARD DECKING FLASHING OVER LEDGER BOARD EXISTING HOUSE FLOOR CONSTRUCTION GUARD POST ATTACHEMENT LEDGER BOARD ATTACHMENT TO HOUSE RIM JOIST JOIST BEAM FOOTING JOIST TO
More informationBUILDING CODES Presented by CORUM ENGINEERING
BUILDING CODES Presented by CORUM ENGINEERING AGENDA I. The Basics of Foundations A. Footer Designs B. Foundation Walls 1. Non-Backfilled Walls 2. Backfilled Walls (Retaining Walls) C. Slabs vs. Crawl
More informationTYPICAL BEARING WALL FRAMING
BASIC WOOD FRAMING City of Grand Rapids Building Safety Division 218-326-7601 www.grandrapidsmn.org This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code,
More informationBARN MAIN FLOOR PLAN. #G457a 12 x 20 x 8 Gentleman Bunkhouse Shed By SDS-CAD Specialized Design Systems 12'-0" 3'-0" 4'-0" 1'-6" 3'-0" 1'-6" 20'-0"
3'-0" 12'-0" '-0" 3'-0" BWP 010 BWP BUILDING CONTRACTOR/HOME OWNER TO REVIEW AND VERIFY ALL DIMENSIONS, SPECS, AND CONNECTIONS BEFORE CONSTRUCTION BEGINS. BARN TO BE BUILT AS PER LOCAL CODE REQUIREMENTS
More informationThe Inspection Process. Waxhaw N.C.
The Inspection Process In Waxhaw N.C. This information is provided by the Waxhaw Enforcement Division to assist you in the progression of your project. Nothing in this document should be considered "Code"
More informationINSPECTION GUIDELINES: JOIST AND UNDERFLOOR COMBO
Joist and Underfloor Combo Page 1 of 7 Revision Date: 10/02/2017 DEVELOPMENT SERVICES BUILDING INSPECTION INSPECTION GUIDELINES: JOIST AND UNDERFLOOR COMBO INSPECTION CODE: 212, 213 SCOPE: RESIDENTIAL
More informationNational Master Specification (NMS) Section Publisher: Spex.ca Page 1. Approved: RELATED REQUIREMENTS.1 Section [ ].
National Master Specification (NMS) Section 07 21 16 BLANKET INSULATION Publisher: Spex.ca Page 1 Approved: 2014-12-31 Part 1 General 1.1 RELATED REQUIREMENTS.1 Section [ ]. 1.2 REFERENCES.1 CSA Group.1
More information9.36. Energy Efficiency
Resources and Information NRCAN Energy Efficiency http://www.nrcan.gc.ca/energy/efficiency Canadian Wood Council Wall Thermal Design Tool http://cwc.ca/resources/wall-thermal-design/ 9.36. Energy Efficiency
More informationHOLDOWN & STRAP SCHEDULE
SHEAR WALL SCHEDULE STRUCTURAL DESIGN CRITERIA GOVERNING CODE SOIL BEARING PRESSURE HOLDOWN & STRAP SCHEDULE MARK SHEATHING SHEATH BOTH SIDES NAILS EDGE SPACING NOTES MARK SW 7/" OSB NO 8d " OC - A SW
More informationResidential Deck Safety, Construction and Repair. Juneau Permit Center, 4 th Floor Marine View Center,(907) February 2016
February 2016 Residential Deck Safety, Construction and Repair Juneau Permit Center, 4 th Floor Marine View Center,(907)586-0770 This handout is designed to help you build your deck to comply with the
More informationGAF EnergyGuard Polyiso Wall Sheathing
From: Technical Services May 15, 2013 GAF EnergyGuard Polyiso Wall Sheathing GAF s EnergyGuard Polyiso Wall Sheathing is intended to be installed on residential construction only. Application types include:
More informationE-Blueprints. 2 Car Garage 26' x 30' 780 sq. feet Trussed Roof 2 x 4 Framed Walls 7' Door 8' Ceiling Height E-BLUEPRINTS C ABINS G ARAGES
SDS-CAD - Specialized Design Systems E-BLUEPRINTS C ABINS G ARAGES 2 Car Garage 26' x 30' 780 sq. feet Trussed Roof 2 x 4 Framed Walls 7' Door 8' Ceiling Height E-Blueprints SDS- CAD SDS-CAD - Specialized
More informationGYPSUM BOARD. 2x WALL FRAMING EXTERIOR SHEATHING 3/4" PT WOOD FURRING WEATHER RESISTIVE BARRIER FIBERCEMENT SIDING COR-A-VENT OR SIM PT STARTER STRIP
6' - 0" 6' - 0" 10x12 BEDROOM BATHROOM 36" CLEAR @ KITCHEN DECK 10x12 LIVING ROOM PORCH 3' - 0" 6' - 0" 3' - 0" 6' - 0" 14' - 0" 6' - 0" 12' - 0" OPTIONAL DOOR/WINDOW/SLIDING DOOR 1 BEDROOM 380 SF 1 FLOOR
More informationBUILDING DIVISION 120 Malabar Road, S.E., Palm Bay, FL Phone: (321) Fax: (321)
BUILDING DIVISION 120 Malabar Road, S.E., Palm Bay, FL 32907 Phone: (321) 953-8924 Fax: (321) 953-8925 CUSTOMER SERVICE INFORMATION ON RESIDENTIAL PLAN REVIEW REQUIRED DOCUMENTS MUST BE SUBMITTED AT TIME
More informationPLANNING, PROPERTY AND DEVELOPMENT DEPARTMENT. Construction requirements for LOWER LEVEL DEVELOPMENT. in residential dwellings
PLANNING, PROPERTY AND DEVELOPMENT DEPARTMENT Construction requirements for LOWER LEVEL DEVELOPMENT in residential dwellings January 2018 contents GENERAL INFORMATION... 3 BUILDING CODE REQUIREMENTS...
More informationAttic Access Hatch to have an area not less than 0.32m²/3.4ft² and no dimension less than 500mm with a min R-15 insulation value Crawlspace
NOTABLE CODE REQUIREMENTS the following list represents important code requirements that shall be implemented into construction while still maintaining full compliance with all other requirements within
More informationTABLE OF CONTENTS. 1.0 INTRODUCTION 1.1 Greenstone Structural Engineered Panels 1.2 Drawing and Element Numbers
version 2.5 updated as of 08.04.2017 2 TABLE OF CONTENTS 1.0 INTRODUCTION 1.1 Greenstone Structural Engineered Panels 1.2 Drawing and Element Numbers 2.0 ASSEMBLY 2.1 Sequence of Assembly 2.2 Preparation
More informationBuilding Guide. Colorado Chapter of the International Code Council
12/29/16 Building uide Colorado Chapter of the International Code Council How to Use this uide Check with your jurisdiction regarding type of submittal (paper or electronic) and for additional requirements.draw
More informationHigh Performance Walls:
High Performance Walls: Advanced Framing Walls Systems and Insulated Headers Karyn Beebe, PE, LEED AP APA The Engineered Wood Association Quality Services Division Technical Services Division Field Services
More informationHigh Performance Walls:
High Performance Walls: Advanced Framing Walls Systems and Insulated Headers Karyn Beebe, PE, LEED AP APA The Engineered Wood Association Quality Services Division Technical Services Division Field Services
More information