HomeMy WebLinkAboutENGINEERED PLANS - 23-00089 - Manufab - New Commercial Shop11697
P R O F E S S I O N A L ENG
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8/12/22
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GENERAL REQUIREMENTS:1.THE STRUCTURAL SYSTEMS AND MEMBERS DEPICTED HEREIN HAVE BEEN DESIGNEDPRIMARILY TO SAFEGUARD AGAINST MAJOR STRUCTURAL DAMAGE AND LOSS OFLIFE, NOT TO LIMIT DAMAGE OR MAINTAIN FUNCTION (IBC SECTION 101.3).2.THESE DRAWINGS, AND THEIR ASSOCIATED STRUCTURAL CALCULATIONS, HAVEBEEN PERFORMED USING STANDARDS OF PROFESSIONAL CARE ANDCOMPLETENESS NORMALLY EXERCISED UNDER SIMILAR CIRCUMSTANCES BYREPUTABLE STRUCTURAL ENGINEER'S IN THIS OR SIMILAR LOCALITIES. THEYNECESSARILY ASSUME THAT THE WORK DEPICTED WILL BE PERFORMED BY ANEXPERIENCED CONTRACTOR AND/OR WORKMEN WHO HAVE A WORKINGKNOWLEDGE OF THE INTERNATIONAL BUILDING CODE CONVENTIONAL FRAMINGREQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOTEVERY CONDITION OR FRAMING ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ONTHESE DRAWINGS, IT IS UNDERSTOOD THAT THE CONTRACTOR WILL USE INDUSTRYACCEPTED STANDARD GOOD PRACTICE FOR ALL MISCELLANEOUS WORK NOTEXPLICITLY SHOWN.3.THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATETHE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCESAND PROCEDURES. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACEDON FRAMED CONSTRUCTION SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT ASSTATED HEREIN IS NOT EXCEEDED. OPTIONS ARE FOR CONTRACTOR'SCONVENIENCE. IF AN OPTION IS USED, THE CONTRACTOR SHALL BE RESPONSIBLEFOR ALL NECESSARY CHANGES, AND SHALL COORDINATE ALL DETAILS.4.WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURALNOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.TYPICAL DETAILS AND NOTES ARE NOT NECESSARILY INDICATED ON THE PLANS, BUTSHALL APPLY NONE-THE-LESS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTIONSHALL CONFORM TO SIMILAR WORK ON THE PROJECT. DETAILS MAY SHOW ONLYONE SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY.5.ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGSAND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITH ARCHITECTURALDRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITHTHE ARCHITECT AND STRUCTURAL ENGINEER.6.ANY INSPECTIONS, SPECIAL (IBC CHAPTER 17) OR OTHERWISE THAT ARE REQUIREDBY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR BY THESE PLANSSHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDINGDEPARTMENT, SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE ANOFFICIAL INSPECTION, UNLESS SPECIFICALLY CONTRACTED FOR.7.SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS IN ADDITION TOITEMS REQUIRED BY ARCHITECTURAL SPECIFICATIONS, THE CONTRACTOR SHALLREVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCEWITH CONTRACT DRAWINGS SHALL BE FLAGGED UPON HIS REVIEW. VERIFY ALLDIMENSIONS WITH ARCHITECT. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONSFROM ORIGINAL CONTRACT DRAWINGS SHALL BE CLOUDED. ANY OF THEAFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES,SHALL NOT BE CONSIDERED APPROVED AFTER THE STRUCTURAL ENGINEER'SREVIEW, UNLESS NOTED ACCORDINGLY. ANY ENGINEERING PROVIDED BY OTHERSAND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A STRUCTURAL ENGINEERREGISTERED IN THE APPROPRIATE STATE. THE SHOP DRAWINGS DO NOT REPLACETHE ORIGINAL CONTRACT DRAWINGS. ITEMS OMITTED OR SHOWN INCORRECTLYAND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER ARE NOT TO BECONSIDERED CHANGES TO ORIGINAL DRAWINGS. THE ADEQUACY OF ENGINEERINGDESIGNS AND LAYOUT PERFORMED BY THE OTHERS RESTS WITH THE DESIGNING ORSUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THECONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. RESPONSIBILITY FORCORRECTNESS SHALL REST WITH THE CONTRACTOR. ALLOW (5) WORKING DAYS FORTHE STRUCTURAL ENGINEER'S REVIEW. ONE COPY OF EACH SUBMITTAL WILL BERETAINED FOR THE STRUCTURAL ENGINEER'S RECORDS.BASIS FOR DESIGN:1.BUILDING CODE: 2018 EDITION OF THE IBC WITH CITY/COUNTY AMENDMENTS.RISK CATEGORY = II4. SEISMIC DESIGN PARAMETERS:ANALYSIS PROCEDUREEQUIVALENT LATERAL FORCEPROCEDUREIMPORTANCE FACTORIe = 1.00SITE CLASSDSEISMIC DESIGN CATEGORYDMAPPED SPECTRAL RESPONSEACCELERATIONSS1 = 0.143, SS = 0.375DESIGN SPECTRAL RESPONSEACCELERATIONSSD1 = 0.220, SDS = 0.375PERCENT SNOW INCLUDED WITHSEISMIC LOADS20VERTICAL SHEAR TRANSFER ELEMENTS:PLYWOOD SHEARWALL(S)R = 6.5, CS = 0.058SPECIAL REINFORCED CONCRETESHEAR WALLSR = 4, CS = 0.0945. WIND DESIGN PARAMETERS (STRENGTH):ULTIMATE WIND SPEED115 MPH (3 SECOND GUST)WIND EXPOSURECIMPORTANCE FACTORIw = 1.00INTERNAL PRESSURE COEFFICIENT-0.18COMPONENT AND CLADDING PRESSURE40 PSFNET UPLIFT ON ROOF20 PSF 2. VERTICAL LOADS:LOCATIONLIVE / SNOWLOADDEAD LOADROOFGROUND = 50 PSFROOF = 35 PSF15 PSFFLOOR50 PSF15 PSF3. DEFLECTION LIMITS:ELEMENTSLIVE LOADTOTAL LOADROOF TRUSSES/JOISTSL/360L/240FLOOR TRUSSES/JOISTSL/360L/240BEAMSL/360L/240 FOUNDATION N
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1.IN LIEU OF A GEOTECHNICAL
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VERIFICATION OF SOIL CLASSI
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CONTRACTOR.3.A ONE-THIRD INCREASE IN BE
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PLACEMENT.5.CONCRETE SLABS ON GRADE
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BE ASTM A500 (FY = 46 KSI).2.ALL BOLTS AND STUDS SHALL
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ERECTION OF STRUCTURAL S
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ALL WELDING SHALL USE E70
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PROJECT MANAGER:CAD OPERATOR:
D
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:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
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This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
1
.
0
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1
2
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2
2
MANUFAB BUILDING
MANUFAB
RMSCJBIF22-187
GENERAL STRUCTURAL NOTES
REXBURG, ID 83440
...
...
...
...
...
...
....
11697
P R O F E S S I O N A L ENG
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ANCHORAGE TO CONCRETE:ADHESIVE ANCHORS:HILTI HIT-HY 200PER ICC ESR-3187HILTI HIT-RE 500 V3PER ICC ESR-3814SIMPSON AT-XPPER IAPMO ER-263SIMPSON SET-XPPER ICC ESR-2508MECHANICAL ANCHORS:HILTI KWIK HUSPER ICC ESR-3027HILTI KWIK BOLT-TZ EXPANSION ANCHORSPER ICC ESR-1917SIMPSON TITEN HDPER ICC ESR-2713SIMPSON STRONG BOLT-2PER ICC ESR-3037ADHESIVES:HILTI HIT-HY 200PER ICC ESR-3187HILTI HIT-RE 500 V3PER ICC ESR-3814SIMPSON AT-XPPER IAPMO ER-263SIMPSON SET-XPPER ICC ESR-25082.SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED INWRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE. CONTRACTORSHALL PROVIDE CALCULATIONS DEMONSTRATING THAT THE SUBSTITUTED PRODUCTIS CAPABLE OF ACHIEVING THE PERFORMANCE VALUES OF THE SPECIFIEDPRODUCT. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC ESR ORIAPMO ER SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMICUSES, LOAD RESISTANCE, INSTALLATION CATEGORY, AND AVAILABILITY OFCOMPREHENSIVE INSTALLATION INSTRUCTIONS. ADHESIVE ANCHOR EVALUATIONWILL ALSO CONSIDER CREEP, IN-SERVICE TEMPERATURE AND INSTALLATIONTEMPERATURE.3.INSTALL THE ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED INTHE ANCHOR PACKAGING.4.THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'SREPRESENTATIVE TO PROVIDE ONSITE INSTALLATION TRAINING FOR ALL OF THEIRANCHORING PRODUCTS SPECIFIED. THE STRUCTURAL ENGINEER OF RECORD MUSTRECEIVE DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'SPERSONNEL WHO INSTALL ANCHORS ARE TRAINED PRIOR TO THE COMMENCEMENTOF INSTALLING ANCHORS.5.ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORSAND PROXIMITY OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS INACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THEDRAWINGS.POST-INSTALLED ANCHORS:1.EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALLCONSIST OF THE FOLLOWING ANCHOR TYPES. ALL ANCHORS ARE TO BE INSTALLEDPER THE MANUFACTURERS RECOMMENDATIONS.VERIFICATION AND I
N
S
P
E
C
T
I
O
N
O
F
S
T
R
U
C
T
U
R
A
L
S
T
E
E
L
(PER
A
I
S
C
3
6
0
-
C
H
A
P
T
E
R
N
)
VERIFICATION AND INSPE
C
T
I
O
N
O
B
S
E
R
V
E
P
E
R
F
O
R
M
1. INSPECTION TASKS PRIOR TO WELDING (TA
B
L
E
N
5
.
4
-
1
)
A. WELDING PROCEDURE SPECIFICATIONS (
W
P
S
S
)
A
V
A
I
L
A
B
L
E
X
B. MANUFACTURER CERTIFICATIONS FOR
W
E
L
D
I
N
G
CONSUMABLES AVAILABLE
X
C. MATERIAL IDENTIFICATION (TYPE/GRADE
)
X
D. WELDER IDENTIFICATIONS SYSTEM (THE
F
A
B
R
I
C
A
T
O
R
O
R
ERECTOR, AS APPLICABLE, SHALL MAINT
A
I
N
A
S
Y
S
T
E
M
B
Y
WHICH A WELDER WHO HAS WELDED A J
O
I
N
T
O
R
M
E
M
B
E
R
CAN BE IDENTIFIED. (STAMPS, IF USED, S
H
A
L
L
B
E
T
H
E
L
O
W
STRESS TYPE)
X
E. FIT-UP OF GROOVE WELDS (INCLUDING J
O
I
N
T
G
E
O
M
E
T
R
Y
)
,
JOINT PREPARATION, DIMENSIONS (ALIG
N
M
E
N
T
,
R
O
O
T
OPENING, ROOT FACE, BEVEL), CLEANLIN
E
S
S
(
C
O
N
D
I
T
I
O
N
OF STEEL SURFACES), TACKING (TACK W
E
L
D
Q
U
A
L
I
T
Y
A
N
D
LOCATION) , BACKING TYPE AND FIT (IF A
P
P
L
I
C
A
B
L
E
)
X
F. CONFIGURATION AND FINISH OF ACCESS
H
O
L
E
S
X
G. FIT-UP OF FILLET WELDS, DIMENSIONS (A
L
I
G
N
M
E
N
T
,
G
A
P
S
AT ROOT), CLEANLINESS (CONDITION OF
S
T
E
E
L
S
U
R
F
A
C
E
S
)
TACKING (TACK WELD QUALITY AND LOC
A
T
I
O
N
)
X
H. CHECK WELDING EQUIPMENT
X
2. INSPECTION TASKS DURING WELDING (TAB
L
E
N
5
.
4
-
2
)
A. USE OF QUALIFIED WELDERS
X
B. CONTROL AND HANDLING OF WELDING C
O
N
S
U
M
A
B
L
E
S
,
PACKAGING, EXPOSURE CONTROL
X
C. NO WELDING OVER CRACKED TACK WEL
D
S
X
D. ENVIRONMENTAL CONDITIONS, WIND SP
E
E
D
W
I
T
H
I
N
LIMITS, PRECIPITATION AND TEMPERATU
R
E
X
E. WPS FOLLOWED, SETTINGS ON WELDING
E
Q
U
I
P
M
E
N
T
,
TRAVEL SPEED, SELECTED WELDING MA
T
E
R
I
A
L
S
,
SHIELDING GAS TYPE/FLOW RATE, PREH
E
A
T
A
P
P
L
I
E
D
,
INTERPASS TEMPERATURE MAINTAINED
(
M
I
N
.
/
M
A
X
.
)
,
PROPER POSITION (F, V, H, OH)
X
F. WELDING TECHNIQUES, INTERPASS AND
F
I
N
A
L
C
L
E
A
N
I
N
G
,
EACH PASS WITHIN PROFILE LIMITATION
S
,
E
A
C
H
P
A
S
S
MEETS QUALITY REQUIREMENTS
X
3. INSPECTION TASKS AFTER WELDING (TABL
E
N
5
.
4
-
3
)
A. WELDS CLEANED
X
B. SIZE LENGTH AND LOCATION OF WELDS
X
C. WELDS MEET VISUAL ACCEPTANCE CRIT
E
R
I
A
,
C
R
A
C
K
PROHIBITION, WELD/BASE-METAL FUSIO
N
,
C
R
A
T
E
R
C
R
O
S
S
SECTION, WELD PROFILES, WELD SIZE, U
N
D
E
R
C
U
T
,
POROSITY
X
D. ARC STRIKES
X
E. K-AREA (WHEN WELDING OF DOUBLER P
L
A
T
E
S
,
CONTINUITY PLATES OR STIFFENERS HA
S
B
E
E
N
,
PERFORMED IN THE K-AREA, VISUALLY I
N
S
P
E
C
T
T
H
E
W
E
B
K-AREA FOR CRACKS WITHIN 3 IN. (75 M
M
)
O
F
T
H
E
W
E
L
D
)
.
X
F. BACKING REMOVED AND WELD TABS RE
M
O
V
E
D
(
I
F
REQUIRED)
X
G. REPAIR ACTIVITIES
X
H. DOCUMENT ACCEPTANCE OR REJECTIO
N
O
F
W
E
L
D
E
D
JOINT OR MEMBER
X
4. INSPECTION TASKS PRIOR TO BOLTING (TA
B
L
E
N
5
.
6
-
1
)
A. MANUFACTURER'S CERTIFICATIONS AVAI
L
A
B
L
E
F
O
R
FASTENER MATERIALS
X
B. FASTENERS MARKED IN ACCORDANCE W
I
T
H
A
S
T
M
REQUIREMENTS
X
C. PROPER FASTENERS SELECTED FOR TH
E
J
O
I
N
T
D
E
T
A
I
L
(GRADE, TYPE, BOLT LENGTH IF THREAD
S
A
R
E
T
O
B
E
EXCLUDED FROM SHEAR PLANE)
X
D. PROPER BOLTING PROCEDURE SELECTE
D
F
O
R
J
O
I
N
T
DETAIL
X
E. CONNECTION ELEMENTS, INCLUDING TH
E
A
P
P
R
O
P
R
I
A
T
E
FAYING SURFACE CONDITION AND HOLE
P
R
E
P
A
R
A
T
I
O
N
,
IF SPECIFIED, MEET APPLICABLE REQUIR
E
M
E
N
T
S
X
F. PRE-INSTALLED VERIFICATION TESTING
B
Y
I
N
S
T
A
L
L
A
T
I
O
N
PERSONNEL OBSERVED AND DOCUMEN
T
E
D
F
O
R
FASTENER ASSEMBLIES AND METHODS
U
S
E
D
X
G. PROPER STORAGE PROVIDED FOR BOLT
S
,
N
U
T
S
,
WASHERS AND OTHER FASTENER COMP
O
N
E
N
T
S
X
5. INSPECTION TASKS DURING BOLTING (TAB
L
E
N
5
.
6
-
2
)
A. FASTENER ASSEMBLIES, OF SUITABLE C
O
N
D
I
T
I
O
N
,
PLACED IN ALL HOLES AND WASHERS (IF
R
E
Q
U
I
R
E
D
)
A
R
E
POSITIONED AS REQUIRED
X
B. JOINT BROUGHT TO THE SNUG-TIGHT CO
N
D
I
T
I
O
N
P
R
I
O
R
TO THE PRETENSIONING OPERATION
X
C. FASTENER COMPONENT NOT TURNED B
Y
T
H
E
W
R
E
N
C
H
PREVENTED FROM ROTATING
X
D. FASTENERS ARE PRETENSIONED IN ACC
O
R
D
A
N
C
E
W
I
T
H
THE RCSC SPECIFICATION, PROGRESSIN
G
SYSTEMATICALLY FROM THE MOST RIGI
D
P
O
I
N
T
TOWARDS THE FREE EDGES
X
6
.
I
N
S
P
E
C
T
I
O
N
T
A
S
K
S
A
F
T
E
R
B
O
L
T
I
N
G
(
T
A
B
L
E
N
5
.
6
-
3
)
A
.
D
O
C
U
M
E
N
T
A
C
C
E
P
T
A
N
C
E
O
R
R
E
J
E
C
T
I
O
N
O
F
B
O
L
T
E
D
C
O
N
N
E
C
T
I
O
N
S
X
7
.
I
N
S
P
E
C
T
I
O
N
O
F
S
T
E
E
L
E
L
E
M
E
N
T
S
O
F
C
O
M
P
O
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I
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U
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I
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P
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C
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(
T
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B
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6
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1
)
A
.
P
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A
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M
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N
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A
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8
.
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A
N
D
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B
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M
E
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T
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S
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(
S
E
C
T
I
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N
N
5
.
7
)
X
REBAR DOWELING TO CONCRETE:
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
1
.
1
8
/
1
2
/
2
2
MANUFAB BUILDING
MANUFAB
RMSCJBIF22-187
GENERAL STUCTURAL NOTES
REXBURG, ID 83440
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T11ELEVATION - TYPICAL 2-STORY SHEARWALLTD18NO SCALE KEYNOTES:1.SHEATHING MATERIAL2.DOUBLE STUDS AT EACH END OFSHEARWALL, EDGE NAIL ALONGDOUBLE STUDS3.FULL HEIGHT WOOD STUDS4.2ND FLOOR LINE5.SIMPSON STRAP TYPE HOLDOWN6.MIDHEIGHT BLOCKING AND EDGENAILING REQUIRED AT PLYWOODSHEET EDGES7.SIMPSON HD TYPE HOLDOWN8.1ST FLOOR LINE9.BOTTOM PLATE ATTACHMENT10.CONT 2x PT SOLE PLATE11.SOLE PLATE ATTACHMENT 132511768549310KEYNOTES:1.SOLID BLOCKING TO BE TIGHTAGAINST PLYWOOD2.PREFAB WOOD TRUSS OR WOODJOIST3.TOP OF WOOD PLATE OR BEAM ASOCCURS4.PLYWOOD SHEATHING5.EDGE NAILINGNOTE:A.FOR CONSTRUCTION BELOWBLOCKING, SEE PLAN AND DETAILS.BLOCKING IS CONTINUOUSB.INDIVIDUAL SHEAR BLOCKS MAY BEOMITTED EVERY 5TH BLOCK DEPTHX2"6"2.5"8"10"12"3"3"XX2XXSOLID 2x BLOCKINGWITH FIELD CUT VENTILATION VENTILATION OPENINGSTYPICAL SOLID BLOCKINGDEPTHTYPICAL SOLID BLOCKINGWITH PREFAB VENTILATION XT12ELEVATION - TYPICAL SOLID 2x BLOCKINGTD22NO SCALE 4523154231554231KEYNOTES:1.NAILS BETWEEN SPLICE LOCATIONPER SCHEDULE - STAGGERED2.DBL 2x TOP PLATE3.WOOD STUD WALL, SEE PLAN4.SPLICE OVER STUD5.SIMPSON ST6224 OR MSTC40 STRAPAT LOCATIONS WHERE PLATES CANNOT BE SPLICEDNOTE:A.DO NOT SPLICE TOP PLATES WITHIN6'-0" OF ENDS OF PLYWOODSHEARWALLS. THIS DETAILREQUIRED AT ALL EXTERIOR WALLSAND OVER SHEARWALLS - NOTREQUIRED AT INTERIORNON-SHEARWALLS.(30) 16d(24) 16dLESS THAN 20'OVER 20'4'-0"6'-0"LENGTH OF WALL(BETWEEN CORNERS)SPLICE LENGTH NAILS ALONGSPLICE LENGTHMINIMUM SPLICE LENGTH PER SCHEDULET13ELEVATION - TYPICAL TOP PLATE SPLICETD24NO SCALE 4513232 CONNECTION
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2 1 365784
7
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1
WEB STIFFENER THICKNESS SCH
E
D
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:
FLANGE WIDTH:WEB STIFFENER THI
C
K
N
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S
S
:
134"58"2116"34"2516"78"312"2x4 DF NO.2 OR
B
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(ORIENTED VER
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9
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ELEVATION
1
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1
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12 3123ELEVATION58765814ELEVATIONELEVATION23187161567
E
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1
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1
7
5
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11697
P R O F E S S I O N A L ENG
I
N
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E
R
R E G I S TERE
D
S
T
ATE O F I D A H O
M
A
R
KEL L B A T E M A N
8/12/22
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
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.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
1
.
2
8
/
1
2
/
2
2
MANUFAB BUILDING
MANUFAB
RMSCJBIF22-187
TYPICAL DETAILS
REXBURG, ID 83440
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P R O F E S S I O N A L ENG
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R E G I S TERE
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ATE O F I D A H O
M
A
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KEL L B A T E M A N
8/12/22
PROJECT MANAGER:CAD OPERATOR:
D
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E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
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.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
1
.
3
8
/
1
2
/
2
2
MANUFAB BUILDING
MANUFAB
RMSCJBIF22-187
TYPICAL DETAILS
REXBURG, ID 83440
...
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11697
P R O F E S S I O N A L ENG
I
N
E
E
R
R E G I S TERE
D
S
T
ATE O F I D A H O
M
A
R
KEL L B A T E M A N
8/12/22
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
2
.
0
8
/
1
2
/
2
2
MANUFAB BUILDING
MANUFAB
RMSCJBIF22-187
FOUNDATION PLAN
REXBURG, ID 83440
...
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FOOTING SCHEDULENOTES:1. FOR CONSTRUCTION ABOVE FOOTING, SEE DETAILS.2. FOR MINIMUM CLEARANCE (CLR) OF REINFORCING, SEE GENERAL STRUCTURAL NOTES (GSN).MARKLENGTHWIDTHTHICKNESSFOOTING REINFORCINGREMARKSF108108"108"14"(10) #6 EACH WAY BOTTOM---WF18CONT18"10"(2) #4 CONT BOTTOMWF18ACONT18"12"(2) #4 CONT BOTTOMWF36CONT36"10"(4) #4 CONT W/ #4 AT 16" O.C.TRANSVERSE, BOTTOMWF42CONT42"10"(4) #4 CONT W/ #4 AT 16" O.C.TRANSVERSE, BOTTOMWF48CONT48"12"(5) #4 CONT W/ #4 AT 16" O.C.TRANSVERSE, BOTTOM STRIP FOOTINGMONO POUR W/ SLAB STRIP FOOTINGSTRIP FOOTINGSTRIP FOOTING WALL (W) SCHEDULEMARKTHICKNESSAND TYPE VERTICALREINFORCINGHORIZONTALREINFORCINGREMARKSW18" CONCRETE#5 AT 16" O.C.#4 AT 18" O.C.ICF BLOCK WALLW28" CONCRETE#4 AT 18" O.C.#4 AT 18" O.C.---JAMB (J) SCHEDULESEE TYPICAL JAMB DETAIL FOR ADDITIONAL INFORMATIONMARKREBAR ANDQUANTITIESTYPELENGTHREMARKSJ1(8) #5B48"REBAR CENTEREDJ2(2) #5A6"REBAR CENTEREDJ3(3) #5A8"REBAR CENTERED SHEARWALL HOLDOWN SCHEDULENOTES:1. SEE TYPICAL DETAILS FOR ANCHOR BOLT EMBEDMENT REQUIREMENTS.2. POSTS SHOWN ON THE PLANS ARE A MINIMUM AS REQUIRED TO SUPPORT THE GRAVITY LOADS OF THESTRUCTURE. ADDITIONAL STUDS OR SOLID POSTS MAY BE REQUIRED DEPENDENT ON HOLDOWN TYPES.MARKHOLDOWN SHEARWALL ENDPOSTUNO ON PLAN ALTERNATEHOLDOWNANCHOR BOLT DIA.SIMPSON STHD14(2) 2x STUDSN/AN/AA SHEARWALL TYPE SCHEDULENOTES:1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ONTHE PLANS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB ORSLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESSNOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ONPLANS OR DETAILS.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.MARKSHEATHING MATERIALEDGE NAILINGFIELD NAILINGBOTTOM PLATE ATTACHMENT716" APA RATEDSHEATHING(BLOCKED)ONE SIDE OF WALL 8d COMMONAT 6" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 36" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.716" APA RATEDSHEATHING(BLOCKED) ONE SIDEOF WALL 8d COMMONAT 4" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 24" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 32" O.C.WOOD:16d STAGGERED AT 4" O.C.56.
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11697
P R O F E S S I O N A L ENG
I
N
E
E
R
R E G I S TERE
D
S
T
ATE O F I D A H O
M
A
R
KEL L B A T E M A N
8/12/22
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
2
.
1
8
/
1
2
/
2
2
MANUFAB BUILDING
MANUFAB
RMSCJBIF22-187
FLOOR FRAMING PLAN
REXBURG, ID 83440
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WALL (W) SCHEDULEMARKTHICKNESSAND TYPE VERTICALREINFORCINGHORIZONTALREINFORCINGREMARKSW18" CONCRETE#5 AT 16" O.C.#4 AT 18" O.C.ICF BLOCK WALLW28" CONCRETE#4 AT 18" O.C.#4 AT 18" O.C.---WOOD JOIST ( ) SCHEDULEMARKJOISTFACE MOUNT HANGERTOP FLANGE HANGERWJ11178" TJI 210 AT 16" O.C.IUS2.06/11.88ITS2.06/11.88WJ21178" TJI 560 AT 16" O.C.IUS3.56/11.88ITS3.56/11.88 WJJAMB (J) SCHEDULESEE TYPICAL JAMB DETAIL FOR ADDITIONAL INFORMATIONMARKREBAR ANDQUANTITIESTYPELENGTHREMARKSJ1(8) #5B48"REBAR CENTEREDJ2(2) #5A6"REBAR CENTEREDJ3(3) #5A8"REBAR CENTERED SHEARWALL TYPE SCHEDULENOTES:1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ONTHE PLANS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB ORSLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESSNOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ONPLANS OR DETAILS.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.MARKSHEATHING MATERIALEDGE NAILINGFIELD NAILINGBOTTOM PLATE ATTACHMENT716" APA RATEDSHEATHING(BLOCKED)ONE SIDE OF WALL 8d COMMONAT 6" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 36" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.716" APA RATEDSHEATHING(BLOCKED) ONE SIDEOF WALL 8d COMMONAT 4" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 24" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 32" O.C.WOOD:16d STAGGERED AT 4" O.C.56.
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POST (P) SCHEDULENOTES:1. FOR CONNECTIONS AT EITHER END OF POST, SEE DETAILS.2. UNO, SEE GENERAL STRUCTURAL NOTES (GSN) FOR LUMBER SPECIES AND GRADE.MARKSIZESPECIES AND GRADECONNECTIONP1(2) 2x6DOUG FIR NO. 2SEE TYPICAL DETAILS
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P R O F E S S I O N A L ENG
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PROJECT MANAGER:CAD OPERATOR:
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JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
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This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
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JAMB (J) SCHEDULESEE TYPICAL JAMB DETAIL FOR ADDITIONAL INFORMATIONMARKREBAR ANDQUANTITIESTYPELENGTHREMARKSJ1(8) #5B48"REBAR CENTEREDJ2(2) #5A6"REBAR CENTEREDJ3(3) #5A8"REBAR CENTERED
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SHEARWALL TYPE SCHEDULENOTES:1. SHEARWALL TYPES LISTED BELOW ARE NOT JOB SPECIFIC. SOME TYPES MAY NOT BE USED ONTHE PLANS.2. FRAMING MEMBER SUPPORTING MATERIAL SHALL BE SPACED AT 16" ON CENTER (O.C.) MAXIMUM.3. ANCHOR BOLTS TO FOUNDATION SHALL BE 10" LONG AND SHALL BE EMBED 7" INTO CONCRETE.EXPANSION BOLTS OR SHOT PINS MAY BE USED AT INTERIOR WALLS (AWAY FROM EDGE OF SLAB ORSLAB STEP-DOWN) PER SUPPLEMENTAL INSTRUCTIONS.4. A MINIMUM OF (2) ANCHOR BOLTS SHALL BE USED ON EACH BASE PLATE PIECE. PROVIDE (1)ANCHOR BOLT MINIMUM WITHIN 9" OF EACH END PIECE.5. PROVIDE CONTINUOUS DOUBLE 2x TOP PLATE AT ALL SHEARWALLS AND EXTERIOR WALL. UNLESSNOTED OTHERWISE (U.N.O.), LAP SPLICE TOP PLATE A MINIMUM 4'-0" WITH 16d NAILS STAGGERED AT 2"ON CENTER (O.C.) ((24) 16d NAILS TOTAL BETWEEN SPLICE JOINTS.)6. PROVIDE FULL HEIGHT DOUBLE STUDS AT ENDS OF SHEARWALLS UNLESS NOTED OTHERWISE ONPLANS OR DETAILS.7. BLOCK ALL PANEL EDGES. EDGE NAIL SHEATHING AT BLOCKED EDGES.MARKSHEATHING MATERIALEDGE NAILINGFIELD NAILINGBOTTOM PLATE ATTACHMENT716" APA RATEDSHEATHING(BLOCKED)ONE SIDE OF WALL 8d COMMONAT 6" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 36" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 48" O.C.WOOD: 16d STAGGERED AT 6" O.C.716" APA RATEDSHEATHING(BLOCKED) ONE SIDEOF WALL 8d COMMONAT 4" O.C.8d COMMONAT 12" O.C.CONCRETE: 12"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 24" O.C.CONCRETE: 58"Ø A.B. W/ 14"x3"x3"PLATE WASHERS AT 32" O.C.WOOD:16d STAGGERED AT 4" O.C.56.
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11697
P R O F E S S I O N A L ENG
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R E G I S TERE
D
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T
ATE O F I D A H O
M
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KEL L B A T E M A N
8/12/22
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
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V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
3
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MANUFAB BUILDING
MANUFAB
RMSCJBIF22-187
FOUNDATION DETAILS
REXBURG, ID 83440
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342209WOOD JOIST AT WOOD BEAM
N
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C
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11697
P R O F E S S I O N A L ENG
I
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R
R E G I S TERE
D
S
T
ATE O F I D A H O
M
A
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KEL L B A T E M A N
8/12/22
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
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.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
4
.
0
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2
MANUFAB BUILDING
MANUFAB
RMSCJBIF22-187
FLOOR FRAMING DETAILS
REXBURG, ID 83440
...
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308STEEL BEAM AT ICF CONCRETE WALLNO SCALE 1/4 1/41/2 1/22"CLR2"CLR 12354687 KEYNOTES:1.STEEL ROOF DECK, SEE PLAN2.8x5x5 MBCI EAVE STRUT. ATTACH TOCOLUMNS W/ 58"Ø THREADED STUDS3.38" THICK STEEL WEB STIFFENER, EACHSIDE OF BEAM4.(2) 34"Ø THREADED STUDS EACH SIDE OFWEB ((4) TOTAL)5.34"x1012"x10" STEEL SEAT. CUT BOTTOMFLANGE OF STEEL BEAM FOR SEAT6.34"x8"x1'-0" STEEL EMBED PLATE W/ (6) #5DOWELSx24" LONG (GRADE A706WELDABLE REBAR)7.ICF CONCRETE WALL, SEE PLAN8.STEEL BEAM, SEE PLAN9.L6x6x58"x0'-8" LONG ANGLE10.HILLSIDE WASHER11.1"Ø NUT AND WASHER12.1"Ø EYEBOLT13.WIRE ROPE BRACING, SEE PLAN14.WELD PLATE SEAT PLATE TO BEAMFLANGE 10"2 1/2"5"2 1/2"7"10 1/2"1 3/4"1 3/4"8"1 1/2"5"1 1/2"7"1'-0"2 1/2"2 1/2"101112131/4 941
1
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14NOTES:A.CLIPS DESCRIBED IN KEYNOTE #9OCCURS ON BOTH SIDES OF THE BEAM1/85"1/85"
11697
P R O F E S S I O N A L ENG
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R E G I S TERE
D
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T
ATE O F I D A H O
M
A
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KEL L B A T E M A N
8/12/22
PROJECT MANAGER:CAD OPERATOR:
D
A
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:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
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.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
5
.
0
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/
1
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2
2
MANUFAB BUILDING
MANUFAB
RMSCJBIF22-187
ROOF FRAMING DETAILS
REXBURG, ID 83440
...
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1'-9" MIN
LAP SPLICE
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11697
P R O F E S S I O N A L ENG
I
N
E
E
R
R E G I S TERE
D
S
T
ATE O F I D A H O
M
A
R
KEL L B A T E M A N
8/12/22
PROJECT MANAGER:CAD OPERATOR:
D
A
T
E
:
JOB NO.:
STRUCTURAL ENGINEERS SEAL:PROJECT:
CLIENT:
REV.DATE BY DESCRIPTION
2
3
4
5
C
U
R
R
E
N
T
R
E
V
.
This drawing is the property of FROST Structural Engineering,
Inc. Legally, the drawing can NOT be copied in whole or in
pieces. It is only to be used for the project and site specifically
identified hereon and is not to be used on any other project.
Contractor shall carefully review all dimensions, details, and
conditions and report at once any error, inconsistency or
omission discovered before construction.
The contractor assumes full liability for deviations from the
intent of these plans.
1
Structural Engineering
fax: 208.227.8405
1020 E. Lincoln Road
Idaho Falls, ID 83401
phone: 208.227.8404
contact@frost-structural.com
S
5
.
1
8
/
1
2
/
2
2
MANUFAB BUILDING
MANUFAB
RMSCJBIF22-187
ROOF FRAMING DETAILS
REXBURG, ID 83440
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