|
�
<br /> c»-o5-20��
<br /> Consulting Engineers
<br /> Structural/Civil � C� Cr
<br /> O �F WAS'.'�'� ' '
<br /> NV Y-11t1ER VANCOUV�RBWAST. 'S '
<br /> � C�HL.EN 98660-3117 ^'r
<br /> / � �c�,
<br /> � �. /,�" C
<br /> 17121
<br /> � � 360-693-1621 �o,� ���v � '�
<br /> � � ASSOCIATES 503-289-2661 ��'S��i��Cs�� �
<br /> --------- ------
<br /> / ^ \ (E)CMU WALL
<br /> --- � i � �--------
<br /> — ------------ ---
<br /> _ _
<br /> o — ,, -- — ----------- --- �i �\ �----------
<br /> — — — — — — — — — — �
<br /> -- — — i � �
<br /> — — i i � �
<br /> � exrta�s:i 2-t�-2m 8
<br /> i i � �
<br /> �; i i � �
<br /> I I � I � ` 8"SOLID GROUTED CMU
<br /> i � �
<br /> � �� �� �� INFILL WI#4 @ 24"oc EA WAY
<br /> � �� �� i� � � � � EMBED 8" IN(E)WALL W/HILTI EDGE OF(E)OPENING
<br /> I �� � �� �� HIT-HY 70 EPDXY CANOPY ATTACHMENT `
<br /> \ �� �� �� L3x2x114 X 0'-3"WI 5/8"DIA GALV A36 PER C/S1 a
<br /> �� �� i� i� THRD ROD W/GALV NUT&WASHER .�
<br /> -------------- --------------------�; �� � i� ���——— IN HILTI HIT-HY 70 EPDXY(ICC � �
<br /> �� ��V�� ��� ESR-2682),5-5/8"M IN EMBED,TYP(8) _ /' �
<br /> — I — — I — ��� I //%�� PLACES Q /� / / m
<br /> > — � — ��� W .%
<br /> �� �i a- � ` '' °�
<br /> �� // / v
<br /> � �i '� o
<br /> �� �� %
<br /> �✓i / ,..
<br /> �, ,,�' ,,
<br /> 0
<br /> z
<br /> � % � -�.. ( I
<br /> �\ � � Q � HDG C8x13.75 WI NELSON
<br /> _ _ ` DEFORMED BAR#4x1-0 @ 2'-0" c
<br /> - GROUT VOID BTWN CHANNEL ND
<br /> CMU
<br /> �
<br /> _
<br /> c PARTIAL CANOPY ELEVATION "
<br /> � � � �
<br /> � � Q
<br /> � � �
<br /> � �--�-; S� 1"=1'-0" a ` #4 VERT EMBED 3" INTO
<br /> i � `� CONC W/HILTI HIT-HY 200
<br /> �� � i �
<br /> ,--I--a \`. i i ��� II
<br /> EPDXY
<br /> � , • � � � II
<br /> ,�" , , � � �
<br /> � � � �-�-a
<br /> � , , --
<br /> ' � � �--�--T- �
<br /> ' � �
<br /> �--�_a
<br /> I I � '�� �------ I �I
<br /> I I I II I I� NEW WALL OPENING
<br /> I I I ��� I i� DOOR BY OTHERS
<br /> I I �----- J �I
<br /> I I �I
<br /> B �� 4 314"+/- �� 4'-0"t
<br /> S1 WALL ELEV. ��
<br /> I�
<br /> _ ;� � CANOPY ;� B ELEVATI ON
<br /> ,
<br /> -� ,,- �/ S1 ANCHORAGE �
<br /> ,-� �I S�
<br /> 1/2"=1'-0"
<br /> I I
<br /> li
<br /> �
<br /> �
<br /> �
<br /> A REFERENCE PLAN
<br /> S1 1/n_�i'On
<br /> 14
<br /> �
<br /> Q
<br /> �
<br /> 2
<br /> I— = o0
<br /> � � N
<br /> � J � o�
<br /> � U � �
<br /> w J � a
<br /> � U w �
<br /> O � , �
<br /> �
<br /> � � w �
<br /> � � � w
<br /> U 0 �
<br /> W m w
<br /> c�
<br /> 0
<br /> a�
<br /> N
<br /> T
<br /> i:
<br /> O
<br /> �
<br /> STRUCTURAL MASONRY SPECIAL INSPECTION PROGRAM
<br /> DESIGN STANDARD 2015 INTERNATIONAL BUILDING CODE(IBC)WITH THE 2016 WASHINGTON STATE AMENDMENTS 1. CONCRETE MASONRY CONSTRUCTION:
<br /> DESIGN CRITERIA A. HOLLOW CONCRETE MASONRY UNITS:TYPE I,MEDIUM WEIGHT, 1,900 PSI MIN. ON NET SECTION,2 CELL UNITS. CONFORM WITH ASTM C 90. TYPES OF WORK CONTINUOUS PERIODIC COMMENTS
<br /> 1. DESIGN LIVE AND SNOW LOADS FOR NEW CONSTRUCTION,UNLESS NOTED OTHERWISE: B. 28 DAY COMPRESSIVE STRENGTH, F'M OF 2,000 PSI. STRUCTURAL WELDING
<br /> A. LIVE LOADS: 2. GROUT:
<br /> ROOF 20 PSF MINIMUM ROOF LIVE LOAD(REDUCIBLE ACCORDING TO INTERNATIONAL BUILDING REQUIREMENTS) A. 3!8"AGGREGATE. SINGLE PASS FILLET WELDS NOT EXCEEDING%6" X
<br /> B. SNOW LOADS: B. 28 DAY STRENGTH OF 2,500 PSI. FILLET WELDS EXCEEDING�s' X
<br /> ROOF 25 PSF MINIMUM ROOF SNOW LOAD C. APPLY INTRUSION AID EXPANDER ADMIXTURE AT RATE OF 4 OUNCES PER SACK OF CEMENT. GROOVE WELDS(FULL OR PARTIAL PENETRATION) X
<br /> SNOW BUILD-UP: ASCE 7 D. SLUMP:7"±1"
<br /> IS = 1.0 E. GROUT ALL CELLS, UNLESS NOTED OTHERWISE. OTHER
<br /> 3. STRUCTURAL MASONRY MORTAR: POST-INSTALLED ANCHORS IN CONCRETE AND MASONRY PER ICCIICBO EVALUATION
<br /> REPORTS
<br /> A. TYPE"S".CONFORM WITH ASTM C1329. o
<br /> B. MORTAR PROPORTIONS: � �
<br /> GENERAL SPECIAL INSPECTION PROGRAM FOOTNOTES: o N �
<br /> 1. THESE STRUCTURAL NOTES ARE A SUPPLEMENT TO THE SPECIFICATIONS. CEMENT 1 PART � •
<br /> LIME 314 PART 1. PROVIDE SPECIAL INSPECTION, SPECIAL TESTING, REPORTING AND COMPLIANCE PROCEDURES ACCORDING TO CHAPTER 17 OF THE _ >
<br /> 2. VERIFY DIMENSIONS AND CONDITIONS WITH THE ARCHITECTURAL DRAWINGS. FIELD VERIFY DIMENSIONS AND ELEVATIONS RELATIVE TO THE INTERNATIONAL BUILDING CODE WITH THE OREGON STRUCTURAL SPECIALTY CODE.
<br /> EXISTING STRUCTURE PRIOR TO FABRICATION OF MATERIALS. SAND 4 PARTS MAXIMUM 2. SPECIAL INSPECTOR QUALIFICATIONS: DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE
<br /> 3. SUBMITTALS: C. 28 DAY COMPRESSIVE STRENGTH OF 1800 PSI. PARTICULAR TYPE OF CONSTRUCTION OR OPERATION IN QUESTION. � m
<br /> A. SUBMIT SHOP DRAWINGS FOR: D. PROPORTION MORTAR MATERIALS BY ACCURATE MEASUREMENT. DO NOT USE SHOVEL MEASUREMENT. 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, REVIEW THE SPECIAL INSPECTION REQUIREMENTS WITH THE ARCHITECT, ENGINEER, BUILDING (� V
<br /> i. REINFORCING STEEL E. MIX MORTAR BY MECHANICAL MEANS. OFFICIAL, GENERAL CONTRACTOR AND SPECIAL INSPECTORS. � � �
<br /> ii. STRUCTURAL STEEL 4. TESTING OF MASONRY: 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED T0: � 3 � � „
<br /> B. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF MATERIAL. A. MORTAR AND GROUT: 1 SET OF 3 SAMPLES FOR EACH 5000 SQ. FT.OF WALL AREA, FOR EACH DAY OF MASONRY INSTALLATION. A. OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS. BRING DISCREPANCIES TO THE o o � Q o
<br /> C. WHERE SPECIAL INSPECTION OR TESTING IS REQUIRED BY IBC CHAPTER 17, THE REGISTERED STRUCTURAL ENGINEER(S) FOR EACH STAMPED B. PRISMS: 1 SET OF 3 PRISMS FOR EACH 5,000 SQ. FT.OF WALL AREA, MIN.OF 3 PRISMS FOR PROJECT. IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ENGINEER AND TO THE BUILDING
<br /> SUBMITTAL ABOVE SHALL PREPARE A STATEMENT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC SECTION 1705 FOR SUBMITTAL BY THE 5. REINFORCING MATERIAL: OFFICIAL.
<br /> PERMIT APPLICANT. A. TYPICAL REINFORCEMENT(UNLESS NOTED OTHERWISE): ASTM A 615,GRADE 60. B. FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,ARCHITECT,ENGINEER,AND GENERAL CONTRACTOR IN A
<br /> B. WELDED REINFORCEMENT:ASTM A 706, GRADE 60. TIMELY MANNER.
<br /> STRUCTURAL STEEL 6. TYPICAL REINFORCING DETAILING (UNLESS NOTED OTHERWISE): C. SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED, AND WHETHER THE WORK IS IN
<br /> 1. DETAIL, FABRICATE, ERECT, IDENTIFY AND PAINT STRUCTURAL STEEL ACCORDING TO AISC SPECIFICATIONS; EXCEPT CONTRACTOR SHALL USE THE A. LAP SPLICES: SHOWN BELOW: CONFORMANCE WITH THE APPROVED PERMIT DRAWINGS AND SPECIFICATIONS.
<br /> ARCHITECTURAL DRAWINGS IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS FOR DIMENSIONS AND STRUCTURAL STEEL NOT SHOWN ON THE 5. DUTIES OF THE GENERAL CONTRACTOR INCLUDE,BUT ARE NOT LIMITED T0: �
<br /> STRUCTURAL DOCUMENTS. SINGLE BAR IN GROUTED CELL:8"NOMINAL BLOCK WIDTH A. NOTIFY SPECIAL INSPECTOR THAT WORK IS READY FOR INSPECTION AT LEAST 24 HOURS BEFORE INSPECTION IS REQUIRED. = c� �
<br /> 2. MATERIAL: MASONRY STRENGTH:fm Si ~ z �
<br /> �P ) B. MAINTAIN ACCESS TO WORK REQUIRING SPECIAL INSPECTION UNTIL IT HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE � z �
<br /> A. W AND WT SHAPES:ASTM A992; Fy=50 KSI SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. � g cwi�
<br /> 1,500 1,800 2,000 2,500
<br /> B. M, MT, S,ST, HP,C, MC AND L SHAPES:ASTM A36; FY=36 KSI. C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED PERMIT DRAWINGS AND SPECIFICATIONS AT THE JOB SITE. � -�
<br /> BAR SIZE VERT HORIZ VERT HORIZ VERT HORIZ VERT HORIZ w Q
<br /> C. STEEL PIPE:ASTM A53,GRADE B;FY=35 KSI D. MAINTAIN JOB-SITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL INSPECTOR. � x � z
<br /> D. STEEL HOLLOW STRUCTURAL SECTIONS HSS : W � g �
<br /> 3 19 19 17 17 16 16 152 15 z Z w
<br /> � � 6. DEFINITIONS:
<br /> ASTM A500(COLD ROLLED): 4 25 25 23 23 22 22 0 20 A. CONTINUOUS INSPECTION: THE SPECIAL INSPECTOR IS OBSERVING THE WORK REQUIRING SPECIAL INSPECTION AT ALL TIMES. Q � N N o
<br /> GRADE B: 5 31 38 29 35 27 33 24 30 B. PERIODIC INSPECTION: THE SPECIAL INSPECTOR IS ON SITE AS REQUIRED TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECTION IS IN o o�p N � Z >
<br /> F Y=46 KSI (SQUARE,RECTANGULAR) CONFORMANCE. Z � � °O w w
<br /> FY=42 KSI (ROUND) 6 5 8 8 6 5 3 7 8 5 0 7 4 4 5 6 6 N Q I I z
<br /> GRADE C: 7 80 131 73 119 69 113 62 101 � � � � c� Z
<br /> SPECIAL TESTING REQUIREMENTS � cv N z -
<br /> F 50 KSI SQUARE,RECTANGULAR LAP SPLICES NOTES: r- � ^^ W �
<br /> Y' � � 1. STRUCTURAL FILL OR BACK-FILL: VERIFY COMPACTION WITH RANDOM FIELD DENSITY TESTS. � �
<br /> Fy=46 KSI (ROUND) i. ALL VALUES LISTED ARE IN INCHES 2. STRUCTURAL CONCRETE: SAMPLE AND TEST ACCORDING TO STRUCTURAL NOTES. � w dN- dN- > >
<br /> E. STEEL PLATES:
<br /> ii. VERTICAL BARS ARE TO BE PLACED AT THE CENTER OF THE GROUTED CELL � Y ��-' � �
<br /> 3. STRUCTURAL STEEL:
<br /> ASTM A36; FY=36 KSI iii. HORIZONTAL BARS ARE PLACED ADJACENT TO VERTICAL BARS A. NON-DESTRUCTIVE METHOD TESTING: CONFORM WITH AWS D1.1.
<br /> 3. WELDING: iv. REFERENCE CODE:ACI 530-08 BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES STRUCTURAL OBSERVATION: NOT REQUIRED
<br /> A. CONFORM WITH AWS SPECIFICATIONS. B. WALL CORNERS AND INTERSECTIONS: USE HORIZONTAL CORNER BARS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCEMENT. LAP N 1 '�N�,
<br /> SPLICE LENGTH AS SHOWN ABOVE FOR CORNER BARS WITH MAIN HORIZONTAL REINFORCEMENT �/ S
<br /> B. WELDERS TO BE QUALIFIED UNDER AWS SPECIFICATIONS. �� 6�
<br /> C. WELDS MATERIAL: 70 KSI FILLER METAL,UNLESS NOTED OTHERWISE. C. WALL ENDS AND INTERSECTIONS: ONE VERTICAL BAR EQUAL IN SIZE TO TYPICAL VERTICAL REINFORCEMENT. �
<br /> D. WALL OPENINGS: �
<br /> HEAD: 2 HORIZONTAL BARS,EQUAL IN SIZE TO TYPICAL HORIZONTAL REINFORCING STEEL. EXTEND BAR A FULL DEVELOPMENT LENGTH BEYOND Q z
<br /> OPENING EDGE. DEVELOPMENT LENGTH IS LAP SPLICE LENGTH TIMES 0.8. s. u'
<br /> JAMBS: 1 VERTICAL BAR, EQUAL IN SIZE TO TYPICAL VERTICAL REINFORCEMENT, FULL HEIGHT OF WALL. � �2
<br /> E. FOUNDATION WALL DOWELS: 1 VERTICAL DOWEL, EQUAL IN SIZE TO TYPICAL VERTICAL REINFORCEMENT AT EACH VERTICAL WALL BAR. LAP (�► J�
<br /> SPLICE AS SHOWN ABOVE. USE STANDARD HOOK IN FOOTING. � 5
<br /> F. PROVIDE BAR POSITIONING DEVICES FOR ALL VERTICAL REINFORCEMENT. � � CpN
<br /> 7. COMPLETE GROUTING OF ANY SECTION OF WALL IN 1 DAY WITH NO INTERRUPTIONS GREATER THAN 1 HOUR BETWEEN GROUT POURS. FORM A
<br /> HORIZONTAL CONSTRUCTION JOINT BY STOPPING ALL WYTHES AT THE SAME ELEVATION AND STOPPING THE GROUT A MINIMUM OF 1-112" BELOW �,
<br /> THE MORTAR JOINT. STOP GROUT POUR A MINIMUM OF 112"BELOW THE TOP OF THE MASONRY AT BOND BEAMS. � �
<br /> � �
<br /> z � °' ,�
<br /> � o
<br /> � �
<br /> � � S1
<br /> 0
<br /> � T
<br />
|