S1 Trellis 6-20-17.pdf GENERAL NOTES
-THE FOLLOWING SPECIFICATIONS SHALL CONFORM TO THE 2016 CALIFORNIA 1A
BUILDING CODE AND ANY OTHER CITY ORDINANCES WHICH ARE IN FORCE
AT THE TIME OF THIS PROJECT. S1
-CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND �--�
CONDITIONS PRIOR TO STARTING ANY FIELD WORK. � �
-ANY DEVIATION CALLED BY THE FIELD CONDITIONS, OR ANY CONDITIONS � � � � � � � � � � � � � � � � � � � I � 27�_p��
DIFFERENT FROM THOSE INDICATED ON PLANS SHALL BE BROUGHT TO THE • I . � I
ENGINEER'S ATTENTION. ANY DISCREPANCY NOT REPORTED TO THE , ' . 24'-0"
ENGINEER, WILL ABSOLVE THE ENGINEER FROM ANY LIABILITY. . .
-TYPICAL DETAILS SHALL APPLY WHERE NO SPECIFIC DETAILS OR \ / 1'-6" 12'-0" 12'-0" 1'-6"
SECTIONS ARE PROVIDED. � �
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-DIMENSIONS SHOWN ON PLANS OR DETAILS TAKE PRECEDENCE OVER �i Q Q
SCALES SHOWN. �o �+`O �+�0 �+`O
- �_ 2x10 Redwood N0. 1 2x10 Redwood N0. 1
-THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SATISFACTORY c-�]--- ----- ----[--= J eff I n g ra m� P.E.
COMPLETION OF ALL WORK IN ACCORDANCE WITH THE PROJECT PLANS 2x10 Redwood N0. 1 2x10 Redwood N0. 1
AND SPECIFICATIONS. Z CIVIL ENGINEER
-THE CONTRACTOR SHALL PROVIDE ADEQUATE FLASHING AND � License No. C 66222
WATERPROOFING TO PREVENT ANY ROOF AND/OR BALCONY RAIN WATER � I I 338 Burning Tree Drive
SEEPAGE. X w San Jose,CA 95119
-IF TRUSSES ARE TO BE USED IN LIEU OF CONVENTIONAL FRAMING, SHOP � � v (408)836-6602(Cell)
DRAWINGS AND CALCULATIONS SHALL BE PROVIDED TO THE CITY FOR � - � (669)234-3968(Office)
APPROVAL BEFORE FABRICATION. 00 � m � 0 4x6 C�15�� o.C. (408)624-5843(Fax)
� ��-----------------------------------------� Email:jeff@ingramse.com
-IF AN ALTERNATE SHEAR WALL TIEDOWN SYSTEM IS TO BE USED IN LIEU o
OF SIMPSON HOLDOWNS, SHOP DRAWINGS AND CALCULATIONS SHALL BE
PROVIDED TO THE CITY FOR APPROVAL BEFORE FABRICATION. o B
STRUCTURAL STEEL � S1
-STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. (A-36) SPECIFICATIONS
AND TO THE A.I.S.C. SPECIFICATIONS FOR FABRICATION AND ERECTION.
-ALL BOLTS SHALL CONFORM TO A.S.T.M. (A-307) FOR UNFINISHED BOLTS. _ _ 2x10 Redwood N0. 1 _ _ _ _ _ _2x10 Redwood N0. 1 _ _ _
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�- � - - - - - - _ - _ _ _ - - - --- -- �-�
-ALL BOLT HOLES IN STEEL MEMBERS SHALL BE TRUE, BURNING OF HOLES � o� 2x10 Redwood N0. 1 � 2x10 Redwood N0. 1 ��
FOR CONNECTIONS WILL NOT BE PERMITTED. Q �Q �Q QRpFESS��N
-PROVIDE FULL BEARING ON UNTHREADED PORTION OF BOLT SHANK FOR ' , �+ �+ �+ �O �y Alan� q�
ALL STEEL CONNECTIONS. � � � � ��"��,�ke h9p��'G��
-PROVIDE LEVELING NUTS FOR ALL BOLTS AT BEAM SEATS AND COLUMN , m
w No. C 66222
BASE P�TES. ��������� �— ' Tre I I i s F ra m i n P I a n S� � � 3 �
-ALL NUTS FOR STRUCTURAL STEEL CONNECTIONS SHALL BE HEAVY — �
SCALE: 1/4"=1'-0" � EXP. s/3o/2018 �
HEXAGONAL NUTS. _ � � NOTES: s�. �Q
-ALL WELDING SHALL BE AS INDICATED ON THE DETAILS AND PERFORMED TIT = � 1. POSTS TO BE (DF#1 Pressure Treated). ql� CIVIL \ ���
IN A QUALIFIED SHOP, UNDER CONTINUOUS INSPECTION PER CBC 1704. ��' 2. JOISTS & BEAMS SHALL BE (Redwood #1 or Better). OF �pl �
FIELD WELDING, OTHER THAN MISCELLANEOUS TACK WELDING, �S NOT � 3. ALL NAILS, SCREWS, FASTENERS, CLIPS, CONNECTING HARDWARE, ETC. SHALL BE
PERMITTED, UNLESS NOTED OTHERWISE IN THE DETAILS. � HOT—DIPPED GALVANIZED OR OF AN EQUAL CORROSIVE RESISTANT MATERIAL.
THE FABRICATION SHOP SHALL BE "REGISTERED & APPROVED BY THE CITY �
BUILDING DEPARTMENT".
LUMBER
-WOOD MEMBERS LESS THAN 5" IN WIDTH SHALL BE DOUGLAS FIR N0. 2 A E � E V A T 0 f� 24'-0"
AND 5" OR WIDER SHALL BE DOUGLAS FIR N0.1, UNLESS NOTED 12'-0" 12'-0"
OTHERWISE ON PLANS.
-UNLESS NOTED OTHERWISE ON PLANS, ALL NAILING SHALL BE PER „ , „
2016 CALIFORNIA BUILDING CODE, TABLE 2304.9.1 1 /4 =1 —0
-ALL CONNECTING HARDWARE SHALL BE SIMPSON COMPANY TYPE OR JOB TITLE
EQUAL, AND INSTALLATION SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE ON � � � St. Jude Church
PLANS.
-GLUED LAMINATED TIMBER BEAMS SHALL HAVE A MINIMUM BENDING 1B 20920 McClellan Rd.
STRESS OF 2400 psi. PROVIDE STANDARD CAMBER UNLESS NOTED S1
OTHERWISE ON PLANS.
-ROOF PLYWOOD SHEATHING SHALL BE MINIMUM 1/2" APA RATED CDX i � Cupertino, CA 95014
WITH EXTERIOR GLUE, GROUP 2. EXPOSED SHEATHING AT ROOF � �
OVERHANG SHALL BE AS INDICATED ON THE ARCHITECTURAL PLANS.
-WALL PLYWOOD SHEATHING, IF REQUIRED, SHALL BE MINIMUM 3/8" APA I I �
RATED CDX WITH EXTERIOR GLUE, GROUP 2, U.O.N. on PLANS. o
-FLOOR PLYWOOD SHEATHING SHALL BE T&G INT-APA WITH EXTERIOR \ /
GLUE, GROUP 2. SEE PLANS FOR SIZE. —
-BEARING AND NONBEARING WALLS SHALL HAVE DOUBLE TOP PLATES,
LAPPED AT INTERSECTIONS. PLATE JOINTS SHALL BE STAGGERED
4'-0" MINIMUM AS INDICATED ON THE STRUCTURAL DETAILS.
-UNLESS NOTED OTHERWISE ON PLANS, WALLS SHALL BE OF 2x4 (TYP.)
STUDS (STUD GRADE OR GREATER) SPACED AT 16" ON CENTER. �
-ALL HEADERS ARE AS NOTED ON PLANS. � � � S1
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-ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE �
TREATED DOUGLAS FIR EXCEPTION: POST BEARING ON x w
PIERS MAY BE DOUGLAS FIR N0. 1 PROVIDED THAT A PROPER BASE � v o
CAP AND MIN. 6" ABOVE SOIL ARE PROVIDED.
� a ' Trellis Foundation Plan
-HOLES FOR BOLTS SHALL BE DRILLED WITH A BIT 1/16" LARGER �I m �
THAN THE NOMINAL BOLT HOLE DIAMETER. FLAT WASHERS SHALL BE � DATE I SS U E:
PROVIDED AT ALL HEADS AND NUTS WHICH WOULD OTHERWISE BARE � SCALE: 1/4"=1'-O��
DIRECTLY ON WOOD. ALL BOLTS SHALL BE TIGHTENED TO A SNUG w NOTEs: 6/20/2017 BUILDING DEPT.SUBMITTAL SET
CONDITION, AND RETIGHTENED UPON JOB COMPLETION. Q 1. ALL POSTS TO BE EMBEDDED INTO CONCRETE MIN. 30 INCHES.
-STRUCTURAL MEMBERS (BEAMS, SHEAR WALL PLATES, OR POSTS � 2. CONCRETE MIN. COMPRESSIVE STRENGTH f'c=2500 psi.
USED AT HOLDOWNS) SHALL NOT BE CUT FOR PIPES, ECT., UNLESS 3. ALL FOOTING STEEL BARS TO BE GRADE 40 (fy=40 ksi).
SPECIFICALLY NOTED OR DETAILED.
-2x SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS 4x6 JOISTS
AT ALL SUPPORTS. 4x6 JOISTS
CONCRETE (SEE PLAN)
(SEE PLAN)
-CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 psi AT 28 ..
DAYS.
-AGGREGATES SHALL BE NATURAL SAND & ROCK CONFORMING TO ASTM C33 (with ;�-�----�---�' � ----�----�-�;
MAXIMUM AGGREGATE SIZE OF 3/4") i � � i No.10x3.5�� €HDG�
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-MAXIMUM SLUMP SHALL BE 4". � � WOOD SCREWS 2x10 BEAM EACH SIDE C�
-CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150, TYPE II. of POST (SEE PLAN� � � . i
-MINIMUM CEMENT CONTENT SHALL BE 5 SACKS PER CUBIC YARD FOR 2500 psi
CONCRETE. ��2���` ����2�� (4) No.10x3" €HDG�
-ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, AND OTHER REQUIRED INSERTS, ETC., i i
SHALL BE POSITIONED AND FIRMLY SECURED IN PLACE BEFORE CONCRETE IS � ' WOOD SCREWS 2x10 BEAM EACH SIDE
POURED. � of POST (SEE PLAN)
-CONTRACTOR SHALL TAKE ALL THE NECESSARY MEASURES TO PROVIDE A PROPER � �
COMPACTION OF THE CONCRETE. i � 6x6 DF#1 P.T. POST THESE STRUCTURAL DRAWINGS WERE
-MIN. REINFORCEMENT COVER FOR CAST-IN-PLACE CONCRETE: i i TRELLIS TOF' CCiNNECTION 1 B PRODUCED BY ISE. THE USE OF THESE PLANS
1. CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO EARTH......................3' AND SPECIFICATIONS SHALL BE RESTRICTED TO
2. CONCRETE FORMED BELOW GRADE OR EXPOSED TO WEATHER sia^=��-o^
No. 6 BARS & GREATER.................................................................................2" THE ORIGINAL SITE FOR WHICH THEY WERE
No. 5 BARS & SMALLER.................................................................................1.5" PREPARED, AND PUBLICATION THEREOF IS
3. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH: B E � E V A T 0 f� EXPRESSLY LIMITED TO SUCH USE. RE-USE,
SLABS, WALLS, AND JOISTS: No. 11 BARS & SMALLER................................1" TRELLIS TOP CONNECTION 1A REPRODUCTION, OR PUBLICATION BY ANY
BEAMS & COL: PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS..........1.5" 3/4"=1�-0�� METHOD, IN WHOLE OR IN PART, IS
REINFORCING STEEL 1 /4��=� �—O�� PROHIBITED. FURTHERMORE, TITLE TO THE
-REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO � PLANS AND SPECIFICATIONS REMAINS WITH ISE.
ASTM A615-40 REQUIREMENTS AND WELDED WIRE MESH PER VISUAL CONTACT WITH THESE PLANS AND
ASTM SPECIFICATION A-185. SPECIFICATIONS CONSTITUTE PROOF OF
-BARS N0. 4 AND SMALLER SHALL BE OF GRADE 40, AND BARS ACCEPTANCE OF ALL RESTRICTIONS.
N0. 5 AND GREATER SHALL BE OF GRADE 60. LAP BARS 48
DIAMETERS AT SPLICES. 6x6 DF#1 P.T. POST Copyright Qc 2017 ISE
-ALL REINFORCING BARS SHALL BE CLEAN OF ANY RUST OR EMBEDDED INTO CONCRETE
FOREIGN MATERIALS.
-CONCRETE COVER FOR REINFORCEMENT SHALL BE:
a) 3" WHERE POURED AGAINST EARTH FINISHED HARDSCAPE WRAP POST BOTT. w/BITUTHENE PROJECT#: 17.630 SCALE: 1/4��=1�-O��
b) 2" WHERE POURED AGAINST FORMS (PAVERS SHOWN HERE) FLEXIBLE WATERPROOFING DRAWN BY: JI
c) 1" FOR SLABS POURED AGAINST FORMS
-SEE PLAN FOR QUANTITY AND LOCATION OF ANCHOR BOLTS, CONSTRUCTION LIABILITY
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LOCATE BOLTS WITHIN 12" FROM CORNERS AND BUTT JOINTS. CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS AGREE THAT IN PROJECT MANAGER: JI
CONCRETE MASONRY ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
- ALL MASONRY WORK SHALL BE REINFORCED GROUTED MASONRY AND CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS WILL BE REQUIRED ;�, ENGINEERED BY: JI
CONFORM TO THE 2016 CALIFORNIA BUILDING CODE AND SHALL BE 8x8x16 TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
LIGHTWEIGHT UNITS WITH MAXIMUM LINEAR SHRINKAGE OF 0.06�, PER DURING THE COURSE OF THE CONSTRUCTION OF THE PROJECT, INCLUDING _ g°° g�° REVIEWED BY: JI
A.S.T.M. (C-90-52), GRADE A. NO CONTINUOUS INSPECTION REQUIRED. SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE � - 4-#4 GR40 BA S
-MOTAR MIX SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO MADE TO APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING z _� °' Top & Bott.
NOT MORE THAN THREE PARTS SAND. GROUT MIX SHALL BE COMPOSED HOURS, AND CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS �
OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS FURTHER AGREE TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL TI^PIIIS
SAND AND NOT LESS THAN TWO PARTS PEA GRAVEL. HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION CO �
-WALLS TO BE GROUTED IN 4' MAXIMUM LIFTS, UNLESS HIGH LIFT WITH THE PERFORMANCE OF WORK ON THIS PROJECT. N Structural Plan
GROUT PROCEDURES (WITH BLOCKOUTS) ARE USED. ALL REINFORCING
SHALL HAVE A MINIMUM COVERAGE OF 1/2 OF GROUT. ALL BOLTS NOTIFICATION TO ENGINEER for CHANGES or SUBSTITUTIONS: CONCRETE FOOTI G
SHALL HAVE A MINIMUM COVERAGE OF 1" OF GROUT. DO NOT DEVIATE FROM THE STRUCTURAL PLANS. IF IN THE EVENT ANY STRUCTURAL f'c=2500 psi MI .
-NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS or STRUCTURAL FRAMING IS TO BE REVISED or IGNORED, OR ALTERNATE FRAMING COMPRESSIVE ST ENGTH
SPECIFICALLY NOTED OR DETAILED. or SUBSTITUTIONS or CONNECTIONS or WHATEVER IN LIEU OF WHAT IS SPECIFIED ON
-DOWELS IN CONCRETE FOR MASONRY WALLS SHALL BE 2-#4 OR AS THE STRUCTURAL PLANS AND DETAILS, THEN THE OWNER AND HIS/HER
INDICATED ON THE DETAILS. CONTRACTOR SHALL NOTIFY THIS PROJECT ENGINEER (Jeff Ingram) IN WRITING
-ALL RETAINING BLOCK WALLS SHALL BE PROVIDED WITH AN APPROVED BEFORE CONSTRUCTION, AND SUCH REVISION IS CONSIDERED A CHANGE ORDER. A � 1'-3" SQ. � �
MOISTURE BARRIER ON THE SOIL SIDE. SEE ARCHITECT'S DRAWINGS. PHONE CALL or PHONE MESSAGE TO THE PROJECT ENGINEER OF RECORD IS NOT
-REFERENCE FOUNDATION FOR ADDITIONAL MASONRY NOTES & SPECIFICATIONS OFFICIAL NOTIFICATION. ALL CHANGE ORDERS SHALL FIRST BE APPROVED BY THE 3'-3" SQ.
AS/IF CMU MASONRY IS APPLICABLE FOR THIS JOB. OWNER, AND THEN DOCUMENTED IN WRITING AND AGREED APON BY THE PROJECT
ENGINEER (Jeff Ingram) AND ALL RESPONSIBLE PARTIES BEFORE SUCH CHANGE TRELLIS POST & FOOTING DETAIL
SOIL ORDER IS VALID. FAILURE TO PROPERLY NOTIFY THIS ENGINEER WILL RELEASE THIS
-CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH ALL OF THE SOIL ENGINEER FROM ANY LIABILITY. BY ACCEPTING THIS WORK, BOTH THE OWNER AND
INVESTIGATION REPORT REQUIREMENTS AND RECOMMENDATIONS, AND CONTRACTOR CONFIRM THE ACCEPTANCE OF THEIR RESPONSIBILITIES AS STATED DETAIL � f i i i i i i i i i i i i i i i i i i i i i i i �
TAKE ALL THE NECESSARY MEASURES FOR A CORRECT AND COMPLETE HEREIN. 3ia�-��-o� — I I I I I I I I I I I I
IMPLEMENTATION OF SUCH REQUIREMENTS IN THE FIELD. 0 2' 4' 6' 8' 10' 12'