HomeMy WebLinkAbout56 Keel Cape Master Suite Remodel 2Exterior Elevation Back
Ceiling framing plan
SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST
EDITION4 SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION
BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER
NOT SPECIFICALLY NOTED TO BE D.F. 92 OR BETTER. ALL WOOD IN PERMANENT
CONTAC� WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN
APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL
FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY (OR
ENGINER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS.
HANGE S NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER.
ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE
SIMPSON Z -MAX HANGERS OR STAINLESS STEEL. ALL SHEAR WALL SHEATHING NAILS
SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT
DIPPED, ALVANIZED BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 OR
IRC TABLE R602.3(1).
PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF'U.S. PRODUCT
STANDA�D PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP -108
PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED
SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE
DRAWINGS. PLYWOOD INSTALLATION SHALLBE IN CONFORMANCE WITH APA
RECOMMENDATIONS, ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS
OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.
ALL ROOF SHEATHING AND SUB -FLOORING SHALL BE INSTALLED WITH FACE GRAIN
PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF
SHEATHING SHALL EITHER BE BLOCKED, TONGUE -AND -GROOVE, OR HAVE EDGES
SUPPO TED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X
FRAMINATALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE
DRAWIN S TO CONFORM WITH IRC TABLE RE72.3(1).
GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH U.S.
PRODUCT STANDARD PS 56, "STRUCTURAL GLUED LAMINATED TIMBER" AND AMERICAN
INSTITUTE OF TIMBER CONSTRUCTION, AITC 117. EACH MEMBER SHALL BEAR AN AITC
ORAPA-EWS IDENTIFICATION MARKAND BEACCOMPANIED BYACERTIFICATE OF
CONFORMANCE. ONE COAT OF END SEALER. SHALL BE APPLIED IMMEDIATELY AFTER
TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE
SIMPSO EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL
GRADE, �ND OF THE STRENGTH INDICATED BELOW:
COMBINATION
DEPTH SYMBOL SPECIES USE
ALL 24F - V4 DF/DF (SIMPLE SPAN)
ALL 24F - V8 DF/DF (CONT. OR CANTILEVER)
PREMA UFACTURED WOOD JOISTS: PREMANUFACTURED WOOD JOISTS SHALL BE OF
THE SIZE AND TYPE SHOWN ON THE DRAWINGS, MANUFACTURED BY THE TRUS JOIST
COMPAfSY, ORAN ENGINEER APPROVED EQUAL. PROVIDE BRIDGING IN CONFORMANCE
WITH THE MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE
CAPABL( OF RESISTING THE WIND UPLIFTNOTED ON THE DRAWINGS. THE JOIST
MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER
INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER.
PREMA UFACTURED WOOD JOISTALTERNATES WILL BE CONSIDERED, PROVIDED THE
ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND
FIRE RATING REQUIREMENTS OF THE PROJECT. AND IS ICBO APPROVED.
LUMBER SPECIES:
A..POST , BEAMS, HEADERS, JOISTS, AND RATERS TO BE DF -#2
B. EXPO ED ARCH BEAMS TO BE DF -#1 OR BETTER
C. SILLS PLATES BLOCKING, AND BRIDGING TO BE DF -:!!2.
D. ALL STUDS TO BE DF#2 OR BETTER.
E. PLYWOOD SHEATHING SHALL BE AS FOLLOWS:
ROOSHEATHING SHALL BE 1/2" COX INT -APA RATED 32116.
WALL SHEATHING SHALL BE 1/2" INT -APA RATED 32116 OR 7/16" OSB.
FLOOR SHEATHING SHALL BE 3'4" T & G INT -APA RATED OSB.
F. -I - J91STS SHALL BE MANUFACTURED BYTRUS JOIST OR
ENGINEER APPROVED EQUAL.
G.', ALL SNOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
Exterior Elevation Left
D 1 -Section view
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