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GENERAL NOTES Oe „ , aO 03/29/17
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1. LIVE LOADS USED IN DESIGN: (W) (DJ (D) (W) "
A. ROOF 80 PSF POCKET INTO WALL D 0
__ PRO ' - '. z e __ _
B. EXTERIOR DECKS 100 PSF / POST WITH MSTA STRAP s16"LVL CUT 0 RADIUS 16" CUT TO RANUS /
/ TO BEAM AND DTT2Z LEDGER WI ;2)-1/4"0 X 5"SDS DGER WITH(2)-1/4"0 X 5"SDS / r�fa
HOLDOWN AT BOTTOM SCR H WALL STUD CREWS EACH WALL STUD
/ (TYPICAL 4 LOCATIONS) /
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2. FOUNDATIONS: / / / / / I 1 / / H H/H ` ► / / / / p / / / / (H H' H / / .I 1 / / / / / I�
A. MAXIMUM SOIL DESIGN PRESSURE ASSUMED 1500 PSF O U U O
_ = EXISTING BUILDING
B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS c,, co N c 2X8 AT I-0" X
SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS co CO cfl co
AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 42" BELOW EXTERIOR FINISH GRADE. `
D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY a �XY2(LOV� a - $X12(LCjW)
COMPACTED BACKFILL. BACKFILL SHALL BE11
COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557.
IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL.
3 1/8"X 9"GLULAM U28(TYPICAL) 3 1/8"X 9"GLULAM Monroe & Newell
3. CONCRETE: FORMED TO RADIUS 2 FORMED TO RADIUS Engineers, Inc.
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A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, STONE ROOF F RA M I N G PLAN Avon
AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS:
P.O.Box 1597
CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. 1/4"=t-0" 70 Benchmark Road,Suite 204
Avon,Colorado 81620
(970)949-7768
FOOTING/WALL 3000 psi STD --- FAX(970)949-4054
EMAIL avon@monroe-newell.com
* MAXIMUM SLUMP SHALL NOT EXCEED 4"
Denver
B. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A 1701 Wynkoop Street,Suite 200
HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF I Denver,Colorado 80202
SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE I (303)623-4927
_ = FAX(303)623-6602
SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE EMAIL denver@monroe-newell.com
ENGINEER. " ". n
C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH O - O - - O - O
ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD = IL z z O. =
HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE / C] /
WORK SHALL HAVE 3/4 INCH CHAMFER. / I / /
101'5" k 99' "
„..rk. l} M~�
4. CONCRETE REINFORCEMENT: / \ '/ / " "
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A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM / / / / / / / r���1/1 / / )( • / / / / ' / / /_.. / / / / / 7, /1-77-77--Y 1� / / Yr-7/-77—AI / / / / / , 7'. 'l-� T•`' .',d1..r*
A 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE i C " � '
DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A 706 GRADE 60. I I I ' C3; K .� 'I
[103'6"] I I I [104'-6"] [101'-6"] EXISTING BUILDING 3 -.'* t
B. REINFORCEMENT PROTECTION: o FOUNDATION
1. CONCRETE POURED AGAINST EARTH 3" I t_ ''. , aT
2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" r _ _ , _ ,....,,,pi'
, II, )1/1
C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH I a— I - - ` -I -• - - I a - rI • #. .1 F'''
SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. illhI id-
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D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED S1.0 I I I I I NOTE: REAR STAIR(3)-2X12 STRINGER WITH
III
BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM0" 0" I 4'.0" I 0" '-0" GRIP STRUT TREADS.CONNECT STRINGER
OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR "I I TO STOOP SLAB WITH L4X4X1/4X0'-4"WITH
DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL I I I 1/2"!7J EXPANSION BOLT AND 1/2"0 THRU BOLT
2'-8"X 2'-8"X 10" 1 1
BARS CONTINUOUS AROUND CORNERS. CONCRETE FOOTING 8' 11" 8'-11" I
5. STRUCTURAL STEEL: WITH(3)-#5 EACH WAY
17'-10"
A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS
WHICH SHALL CONFORM TO ASTM 992, (50 KSI), AND EXCEPT PIPE COLUMNS WHICH
SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST
EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. FOUNDATION PLAN 2:
MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. CO
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B. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE 1/4"=1'-0"
LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." ::::)
1. [XX'-XX"]DENOTES TOP OF CONCRETE WALL ELEVATION CONTRACTORS
6. WOOD:
OPTION TO USE FULLY GROUTED CMU AS ALTERNATE. .1 LLJ
2. FLOOR SLAB 4"WITH 6X6 W1.4 X W1.4 W.W.F.
U (11) . ..t
A. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE
TABLE 23-11-B-1 UNLESS OTHERWISE NOTED. I-
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B. PLYWOOD DECK W
1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE _____4______ Z
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IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD 6X6 POST p
ASSOCIATION. 11
2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE 11
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. 1/2"0 THRU BOLT BENT PLATE 1/4"X ii WITH
PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH E___ - 2: J
HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL 3NNW W
BE OF THE EXTERIOR TYPE. 1/2"0 X 5"EPDXY BOLTS
3. FOR ROOF USE 5/8" (40/20 SPAN RATING) NAILED WITH 10D NAILS AT ::::)
6" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. ` 11
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C. ALL POSTS SHALL BE RSC NO.2. 4 RE:PLAN //X II /47/
STONE CAP
7. GENERAL: �� ° S
RENEE
RE:ARCH. ° NEW STAMPED < Ce
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. . CONCRETE SLAB W
A34 CLIP AT 4'-0" a > I—
STONE VENEER ° ° 'a Q
EXISTING 2X6 WALL EXISTING 2X6 WALL C HANGER RE:ARCH. a A s
NEW 112"OSB SHEATHING WALL LLJ
° °d 4 8
4"PANEL EDGES AND 12"FIELD 4:
3 1/8"X 9" ° a �a ,
NEW STONE VENEER P GLULAM FORMED ROOF SHEATHING ,° °
TO RADIUS
RE:ARCH. NEW 2X4 LAID FLAT AND NEW 2X4 AT 1'-4"STUD WALL 2X8 a
NAILED TO THE(E)FRAMING — =III=I lh a ° , — 4
STOP SHEATHING ° II_III=IIr
AT THE BOTTOM OF RE:ARCH 1=1i�=1 _1 _1 i • 111 1111. Date 08-25-2016
DOUBLE PLATE I /1,
III-III-III- °, ° I1=11
-I I I-I I I-I °° 111-
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* * * // * #3 TIES AT 1'-4" atr; 1�'�a
NEW 1/2"OSB SHEATHING WALL „ „_� (4)#5 VERTICAL checked 4"PANEL EDGES AND 12"FIELD
STONE VENEER - °
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RE:ARCH. ® (4)#5 X P'rgjtq,
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2X4 TREATED PLATE RAMSET L5X3X1/4"X0'-5 3/4" I• • I °
TO CONCRETE WITH PINS AT
1-0" WITH(2)-3/4"X3"LAG °.a RE: PLAN FOR FOOTING PERMIT
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ON CENTER SCREWS ONE EACH _ 6X12 SIZE AND REINFORCING
I I
LEG(4 TOTAL) \ °
I x1 6X12 ARCHED BEAM L5X3X1/4X0'-6"WITH a
3/16 X 4"X 0'-10"KNIFE 3/4"0 THRU BOLTS
I-I a9I=I
EXISTING CONCRETE WALL EXISTING CONCRETE WALL PLATE WITH 3/4"0 it 111 lI—IIS II—�I I II
THRU BOLTS IIIIII= RE:PLAN -III=III=
_____//_____ 6X6 COLUMN i=i li ii=/=1
SECTION AT FULL HEIGHT SECTION AT FURRED WALL SECTION 2 SECTION 1
314"=1'-0" 3/4"= 1'-0" 3/4"= 1'-0"
STONE AT ENTRY
3/4"= 1'-0"
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