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GENERAL NOTES oo
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1. LIVE LOADS USED IN DESIGN: n (A) (0) (D) (w) CIn
A. ROOF 80 PSF POCKET INTO WALL CJD CI
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B. EXTERIOR DECKS 100 PSF / POST WITH MSTA STRAP 6 16"LVL CUT 1 ADIOS 16" CUT TO ONUS /
TO BEAM AND DTT2Z LEDGER WI )-1/4"0 X 5"SDS DGER WITH(2)-1/4"0 X 5"SDS
/ HOLDOWN AT BOTTOM SCREWS EP ALL STUD CREWS EACH WALL STUD / �1 . i—iii
/ (TYPICAL 4 LOCATIONS) /
2. FOUNDATIONS: / / / / / 1 1 / / H Hhl �I / / / / / / / / �/H \\_ H / / ,1 -I / / / / / .
A. MAXIMUM SOIL DESIGN PRESSURE ASSUMED 1500 PSF O = _O
EXISTING BUILDING
N N ; N N
B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS j< X : X 2X8 AT 1'-0" X
SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS `9 c9 `� ç Ce
AND ALL BOTTOM OF FOOTINGS SHALL BE A MINIMUM OF 42" BELOW EXTERIOR FINISH GRADE.
6X12(LOW) •
6X12(LOW)
D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY
COMPACTED BACKFILL. BACKFILL SHALL BE \II 11
COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557.
IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL.
2
3 1/8"X 9"GLULAM U28(TYPICAL) 3 1/8"X 9"GLULAM Monroe & Newell
FORMED TO RADIUS 2 FORMED TO RADIUS
3. CONCRETE: S1.0 Engineers, Inc.
A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II PORTLAND CEMENT, STONE ROOF FRAMING PLAN
AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: Avon
CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. 1/4"=1'-0" P.O.Bu1204
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 _ _ _ Denver,Colorado 80202
SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE (303)623-6602
FAX(303)623-6602
SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE = � — Oz C] � - e — Q _ EMAIL denver@monroe-newell.com
ENGINEER. / a a /
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C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH / 99-5 I /99 /
ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD / rk /
HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE
WORK SHALL HAVE 3/4 INCH CHAMFER.
4. CONCRETE REINFORCEMENT: +4 ►Cp
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A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM [101'6"] [102'-6"] [101'-6"] N EXISTING BUILDING it?/'$� �,p'•. ''`
A 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE 4 v FOUNDATION • ' •'�
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DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A 706 GRADE 60. --- .__1 ` p; r,.
1 1 1 1 °iV 4 1
B. REINFORCEMENT PROTECTION: --.-- i_ –.–.–.–._.___. _--�R�–_ . --------------;--#--;– -- 3 . -.,
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1. CONCRETE POURED AGAINST EARTH 3" � , . I. (9
2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" O 1 L _1 k 1 I 1 � C
---t---- � � - t� SsI. .. Imo- .- .
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C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH \‘
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,leSECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. 1-0''!1'-0"/1/ 14 0 I 0 0 NOTE: REAR STAIR(3)-2X12 STRINGER WITH
D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED 2'-8"X 2'-8"X 10" 8'-3" 11'4" I 8'-3" I GRIP STRUT TREADS.CONNECT STRINGER
TO STOOP SLAB WITH L4X4X1/4X0'4"WITH
BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM CONCRETE FOOTING /11
k k k 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 I I
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 P LAN I
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"=l'-0"
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 CO uj
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. D
6. WOOD. J
A. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE UBC SCHEDULE U U LI—
TABLE 23-11-B-1 UNLESS OTHERWISE NOTED. 1-
6X6 POSTZ Q
B. PLYWOOD DECK --//7 W
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1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE 0 Z
IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD 'I
ASSOCIATION. 112"0 THRU BOLTBENT PLATE 1/4"X p WITH 1
2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE a--
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. 3
PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH 112"0X 5"EPDXY BOLTSr IC( Z °
HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL lid laml
BE OF THE EXTERIOR TYPE. ` I
3. FOR ROOF USE 5/8" (40/20 SPAN RATING) NAILED WITH 10D NAILS AT 71/{ / /
6" O.C. ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. + RE: PLAN °
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C. ALL POSTS SHALL BE RSC NO.2.
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STONE CAP
RE:ARCH. NEW STAMPED
7. GENERAL:
A34 CLIP AT 4'-0" ° . CONCRETE SLAB
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A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. EXISTING 2X6 WALL EXISTING 2X6 WALL
HANGER STONE VENEER 4 •s a
NEW 1/2"OSB SHEATHING WALL 3 1/8"X 9" RE:ARCH.
�` 4"PANEL EDGES AND 12"FIELD °••
GLULAM FORMED ROOF SHEATHING
NEW STONE VENEER TO RADIUS ° ° a 4.
RE:ARCH. NEW 2X4 LAID FLAT AND NEW 2X4 AT 1'-4"STUD WALL 2X8 '
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NAILED TO THE(E)FRAMING STOP SHEATHING °
AT THE BOTTOM OF RE:ARCH I'
DOUBLE PLATE / �( \ 4' °
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NEW 112"OSB SHEATHING WALL
° 4 , ��I. Date 08-25-2016
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4"PANEL EDGES AND 12"FIELD ° #3 TIES AT 1'4"
STONE VENEER ° • \
RE:ARCH. ' __ __ a a '. .. (4)-#5 VERTICAL 4rtMoti By S
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L5X3X114"XO'5 3/4"—
WITH
i Project �� 16$�ITH
2X4 TREATED PLATE RAMSET 1 • 1
I TO CONCRETE WITH PINS AT WITH(2)-3/4"X3"LAG – 6X12
. . . ,, 4 /
1'-0"ON CENTER SCREWS ONE EACH ° RE: PLAN FOR FOOTING I�e+l�b�g11$
�� SIZE AND REINFORCING
' LEG(4 TOTAL) L5X3X114X0'6"WITH °,a ��
x l 6X12 ARCHED BEAM a a
3/16 X 4"X 0'-10"KNIFE 314"Ql THRU BOLTS I—I a° a91—I 03-03-2017 PERMIT
EXISTING CONCRETE WALL EXISTING CONCRETE WALL PLATE WITH 3/4"0 \ VIII i=ii b _ II—�HIE
THRU BOLTS �� -III III= RE:PLAN –III=III=
1=1 I I I 11=1 L1=i
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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