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GENERAL NOTES \_=1 I _
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1. LIVE LOADS USED IN DESIGN: (W) (D) (D) (W) 0 n ', +
A. ROOF 80 PSF POCKET INTO WAL AND
PRO .: = - —
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B. EXTERIOR DECKS 100 PSF / POST WITH MSTA STRAP 6 16"LVL CU 0 RADIUS 16" f CUT TO RA IUS / rr.
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/ TO BEAM AND DTT2Z LEDGER WI (2)-1/4"0 X 5"SDS 'DGER WITH(2)-1/4"0 X 5"SDS /
HOLDOWN AT BOTTOM SCREWS E`I H WALL STUD CREWS EACH WALL STUD
/ (TYPICAL 4 LOCATIONS) / i�0
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2. FOUNDATIONS:
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A. MAXIMUM SOIL DESIGN PRESSURE ASSUMED 1500 PSF 0 0 0O r
_ = EXISTING BUILDING
N CO N N
B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS (.0 7< ç-2X8ATI.O"
SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS
AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 42" BELOW EXTERIOR FINISH GRADE. -
'`-I -6X-1-2-(t-OW) $X12-(LOW) J
D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY
COMPACTED BACKFILL. BACKFILL SHALL BE
COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557.
IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL. 11
3 1/8"X 9"GLULAM U28(TYPICAL) 3 1/8"X 9"GLULAM
FORMED TO RADIUS 2 FORMED TO RADIUS
3. CONCRETE:
51.0 Monroe & Newell
A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, STONE ROOF F RA M I N G PLAN Engineers, Inc.
AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS:
CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. 1/4"=I-0" Avon
P.O.Box 1597
FOOTING/WALL 3000 psi STD --- 70 Benchmark Road,Suite 204
Avon,Colorado 81620
(970)949-7768
* MAXIMUM SLUMP SHALL NOT EXCEED 4" EMAIL FAX(970)949-4054
avon@monroe-newell.com
B. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A
HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF L - Denver
SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE _ - _ 1701 Wynkoop Street,Suite 200
SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE - - - - Denver,Colorado 80202
623-4927
ENGINEER.
/ / FAX(303)623-6602
I EMAIL denver@monroe-newell.com
C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH / - 101'-5" 99'." /
ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD / �\ r /
HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE y
WORK SHALL HAVE 3/4 INCH CHAMFER. / / / / / ilei / / / -I Vi/ �r • / / / / / / �/ Or / / BA // / / / / VV / /I / / ,I'A" / / tI / / / / / fl
4. CONCRETE REINFORCEMENT: II I
[103'6"] I ( [105'0"] [101'-61- 1_ EXISTING BUILDING .:..,..,
11
A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM i+.� +#
A 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE 4 I FOUNDATION �Q �,;
DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A 706 GRADE 60. r _I I_ ` L¢ 1 0 L3 e, .. e1.'
I I I I . . . .
B. REINFORCEMENT PROTECTION: 1 �- -lit_ — = J - Y, r ��* * !
1. CONCRETE POURED AGAINST EARTH 3" I1- 1 q
61
2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" L= t L _ _ J %. , T.
C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH S1.0 1 1 +Tt '',, :?{r q
SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. '-0"11'-0" / 4'-0" / 1'-0"11'0" NOTE: REAR STAIR(3)-2X12 STRINGER WITH ' "''^'••--Y +4, f '�_
�' / �' GRIP STRUT TREADS.CONNECT STRINGER {' # I ,,f•'};}
D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED 2'-8"X 2'-8"X 10" 1 8'-3" 11,-4" I 8'-3" I TO STOOP SLAB WITH L4X4X1/4X0'-4"WITH . �,,- - '
BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM CONCRETE FOOTING / � ,' / 1/2"0 EXPANSION BOLT AND 1/2"0 THRU BOLT
OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR WITH(3)-#5 EACH WAY
DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL / 17'-10" /
BARS CONTINUOUS AROUND CORNERS.
5. STRUCTURAL STEEL:
A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS FOUNDATION PLAN
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 1/4"=1'-0" I
EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION.
MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. 1. [XX'-XX"]DENOTES TOP OF CONCRETE WALL ELEVATION CONTRACTORS Z
B. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE OPTION TO USE FULLY GROUTED CMU AS ALTERNATE.
LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." 2. FLOOR SLAB 4"WITH 6X6 W1.4 X W1.4 W.W.F. CO W
6. WOOD: ::::)
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A. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE W
TABLE 23-11-B-1 UNLESS OTHERWISE NOTED. U Log) le:
B. PLYWOOD DECKZ u
-///7 6X6 POST
1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE " W
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IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD it
ASSOCIATION. 11 Z
2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE 1/2"0 THRU BOLT BENT PLATE 1/4"X ,1 WITH ::::)
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. ``-
PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH 3
HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL 1/2"0 X 5"EPDXY BOLTS f- 1 2: 12.!
BE OF THE EXTERIOR TYPE.
3. FOR ROOF USE 5/8" (40/20 SPAN RATING) NAILED WITH 10D NAILS AT ` W
6" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. RE: PLAN �// /// / /
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C. ALL POSTS SHALL BE RSC N0.2. ce D
7. GENERAL: STONE CAP
°, 4 ,
NEW
A34 CLIP AT 4'-0" RE:ARCH. CONCRETE PSLDAB
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
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EXISTING 2X6 WALLr _ EXISTING 2X6 WALL HANGER
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-an.- NEW 1/2"OSB SHEATHING WALL 3 118"X 9" RE:ARCH.
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GLULAM FORMED ROOF SHEATHING1
NEW STONE VENEER TO RADIUS 4 8 4
RE:ARCH. NEW 2X4 LAID FLAT AND NEW 2X4 AT 1'-4"STUD WALL 2X8 °4 i...
NAILED TO THE(E)FRAMING STOP SHEATHING ° °
AT THE BOTTOM OF RE:ARCH ° ° W
DOUBLE PLATE °.\ 4 °
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2X4 TREATED PLATE RAMSET L5X3X114"X0'5 314"- °
TO CONCRETE WITH PINS AT WITH(2)-3/4"X3"LAG I 16X12 d oio, 16$�1TH
1'0"ON CENTER SCREWS ONE EACH RE:PLAN FOR FOOTING
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3/16 X 4"X 0'-10"KNIFE 3/4"0 THRU BOLTS 1=11 Q - ,°911111 03-14-2°17 PERMIT
EXISTING CONCRETE WALL EXISTING CONCRETE WALL PLATE WITH 3/4"0 1-111=n 11-ISI-1
THRU BOLTS =III=III= RE:PLAN =III=III=
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6X6 COLUMN
SECTION AT FULL HEIGHT SECTION AT FURRED WALL SECTION 2 SECTION 1
3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0"
STONE AT ENTRY
3/4"=1-0"
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