HomeMy WebLinkAboutFile Documents.403 Lacet Ln.0019-2022-BREP (2) STRUCTURAL GENERAL NOTES
GENERAL I. FLOOR SHEATHING SHALL BE AS FOLLOWS: MK-
1. All construction shall conform to the 2015 editions of the International Residential Code(IRC)&International Building Code(IBC), WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS FLOOR SHEATHING,RATED STURD-I FLOOR,24"
and the City of Aspen amendments. o.c,23/32"THICK,T&G OR 1 1/8"WARMBOARD-S.FLOOR SHEATHING SHALL BE GLUED AND FASTENED TO FLOOR
2. Details not specifically shown on these drawings shall be similar to details for like construction as shown on these drawings. JOISTS&BEAMS USING ADHESIVES CONFORMING TO APA SPECIFICATION AFG-01 AND APPLIED IN ACCORDANCE STRUCTURAL DESIGN
3. The Contractor shall verify all dimensions and conditions at the job site,and shall report any discrepancies to the Architect and WITH MANUFACTURER RECOMMENDATIONS.REMOVE WATER,DUST AND DEBRIS FROM JOISTS.APPLY GLUE TO REMOVE AND REPLACE BOTH
Structural Engineer of Record(S.E.O.R.)before proceeding with work. JOISTS&BEAMS AND COMPLETE ALL FASTENING BEFORE GLUE SETS.FLOOR SHEATHING USED AT EXTERIOR (E)CANTD EDGE BEAMS www.evolvestrueet
4. Refer to Architectural drawings for dimensions and other information not specifically shown on Structural Drawings.Dimensions DECKS SHALL BE LABELED'EXTERIOR"OR'EXPOSURE I". 1040Main Street
shown are approximate and are provided as an aid in interpreting the drawings and must be verified with the Architectural Carbondale,CO 81623
drawings.In the event of conflict,dimensions shown on the Architectural drawings shall govern.Notify the S.E.O.R.of any (970)510.0773
2. ROOF SHEATHING SHALL BE AS FOLLOWS:
discrepancies prior to constructing the impacted portions of the work.Scaled dimensions shall not be used. E BEAM,KICKER,AND PLATE BRACKET REMOVE AND REPLACE(E)JOISTS
5. No structural members shall be cut,notched or otherwise penetrated unless specifically WOOD STRUCTURAL PANELS CERTIFIED BY THE APA FOR USE AS ROOF SHEATHING,LABELED ()
p peci y approved by the S.E.O.R.in advance or BELOW JOIST FRAMING 6'-0"o.c IN KIND THAT HAVE EXPERIENCED
'EXTERIOR"OR'EXPOSURE 1",RATED SHEATHING,40/20,5/8"THICK -_
as shown on these drawings. (5 TOTAL NORTH SIDE)TO REMAIN ROT AND DECAY w/NEW 2X8 @ ',O RE•ST
6. Provide openings,curbs,framing,supports and attachments for items as indicated on Architectural,Mechanical,Electrical or 3. FLOOR AND ROOF I �IIII V.I.F.TOP OF BEAM IN GOOD CONDITION 16'o.c. ,,µ,
other drawings included in the Construction Documents. SHEATHING LAYOUT: I L�n
7. Where these General Notes and typical details are in conflict with the Specifications,these Notes and Details shall govern. 7 FRAMING MEMBERS 2x10 FASCIA ,�7�1,0 ``
3-SPAN CONTINUOUS-MIN, 1 L4x4x3116x6'LONG w/ `'(�.��W
DESIGN LOADS PERP TO FRAMING MEMBERS -`IIIIIIII n n 2)2x8 n • n �(2)SDS
BOT SSCREWS(3"EMBED) •• l451
1. DECK&ROOF LOADS IDES
. . �
Dead Load....................................... 15 psf *ill E= :. cy. a),0
2�,
Flat Roof Load(Snow)'.................... 84 psf(Ce=1.0,Ct=1.2,Is=1.0) Q uq6 (E)BEAM,KICKER,AND PLATE BRACKET pS••....• i
'No duration of load increase was used in design SHEATHING NAILING III aII BELOW JOIST FRAMING @6'-0"o.c. _`S�ONA�- ,
I (4 TOTAL EAST SIDE)CONNECTION TO BE
WOOD AND TIMBER FRAMING 9.29-2022
I. All wood and heavytimber construction shall conform to the American Institute of Timber Construction(AITC)and National Design SHEATHING NAIL SPACING I •
_ STRENGTHENED PER DETAILS
g FASTENERS @ INTERMEDIATE COMMENTS V.I.F.TOP OF BEAM IN GOOD CONDITION
Specification(NDS)Standards,latest edition. APPLICATION @ PANEL EDGES I- . I
SUPPORTS
2. Structural framing lumber shall be at a minimum,as noted below,unless noted otherwise,and shall have a maximum moisture 1 1 1 S0.01 Digitally signed
content of 19%at time of delivery. WOOD FLOOR 8d COMMON(0.1310) 12' 6" GLUED(SEE NOTE 1) 4'-0"t Oliver
9 y 9
o I (E)EXTERIOR 2x6 STUD i by Oliver W.Rice
WOOD ROOF 8d COMMON(0.1310) 12' 6" - r BEARING WALL - - Date:2022.09.29
TYPE SPECIES GRADE Fb(MIN) < E)2x8 @ 16"o.c.
Existing 2x structural Joists,Rafters&Headers Hem Fir No.2 850 psi c
O 2
2x Structural Joists,Rafters TYP FLOOR& SHEATHING ers 8 Headers Douglas Fir-Larch No.2 900 psi S0.01 -
Douglas Fir-Larch No.2 900 psi I cc I
2x Studs,Posts&Plates SCALE: NTS 'A
Versa-Stud 1.7E 2,400 psi ua
Douglas Fir-Larch No.2 900 psi - - -,
Plates LSL 1.3E 1,700 psi O
Stringers,Beams&Posts(4x) Douglas Fir-Larch No.1 1,000 psi SAWN LUMBER(2"NOM.THICKNESS)CONNECTION SCHEDULE I I I I I I I I I I - - - ,-, W 0
Stringers,beams(6x&greater) Douglas Fir-Larch No.1 1,350 psi PLY TO PLY CONNECTION 2-PLY 3-PLY Z <
Posts(6x&greater) Douglas Fir-Larch No.1 1,200 psi 2 ROWS 10d NAILS @ 12"o.c. ONE FACE EA FACE Q C[
FOR COLUMNS OVER 3-PLY,ATTACH EACH ADDITIONAL PLY wI(2)ROWS OF 10d NAILS @ 12"o.c. -I 3. Provide solid blocking at supports between joists and ratters.Within floor joist spaces beneath solid or built-up posts,provide solid 0
blocking with area same as post above. LVL 13/4"THICK,MEMBER WIDTH<14"CONNECTION SCHEDULE _I I I I I I I ~ _I4. All plywood shown on these drawings shall be minimum C-D grade with exterior glue in accordance with DOC PS 1 and comply I w O
with IBC. PLY TO PLY CONNECTION 2-PLY 3-PLY 4-PLY \J
5. Sill plates shall be of naturally durable wood,or Zinc Borate treated LSL or Douglas Fir-Larch per IBC with Fc prop=625 psi, 2 ROWS 12d NAILS @ 12"o.c. ONE FACE EA FACE I I - Q U
minimum and shall be protected for dry use.
6. All wood framing shall be preservative pressure treated when in contact with concrete or masonry foundation or exposed to 2 ROWS 1/4"x6"SDS SCREWS @ 24"o.c. EA FACE /� -1exterior conditions.All fasteners used to connect pressure-treated wood shall be hot-dipped galvanized(HDG)or stainless steel. '1/ z
7. Except as noted otherwise,provide minimum nailing as specified in IBC.Structural nailing shall be with common nails,unless LVL 1 3/4"THICK,MEMBER WIDTH>=14"CONNECTION SCHEDULE VVV Cr) LLJ
otherwise noted on the Drawings.Nails exposed to weather shall be gaNanized.Nails used to connect preservative treated wood - O a
shall be hot dipped galvanized(HDG)or stainless steel. PLY TO PLY CONNECTION 2-PLY 3-PLY 4-PLY
8. Metal timber connectors shall be Simpson Strong-Tie or equivalent.Hardware specified is for specific member size&
3 ROWS 16d NAILS 12"0.c. ONE FACE EA FACE
manufacturer as show on the structural drawings.Hanger slope,skew&top flange shall be designated by the contractor as @
required.Simpson connectors for preservative treated wood or connectors in contact with concrete shall be ZMAX or HDG,or as 3 ROWS 1/4"x8"SDS SCREWS @ 24"o.c. EA FACE
otherwise recommended by speck connector supplier.Install all connectors in accordance with manufacturers instructions for FASTENER AT FAR FACE
maximum rated loads. III III
(3-PLY&4-PLY ONLY)
9. Bolts used as timber-to-steel or timber-to-timber connectors shall be ASTM A307 unless noted otherwise on the Drawings.Bolts
shall be installed in accordance with the requirements of the latest edition of the National Design Specification for Wood ��„ ■l� yi[l.• O I I III I I I III I I I
Construction(NDS)by the American Wood Council.Bolts used to connect pressure-treated wood shall be HDG or stainless steel. t 1 1 1 Ililll�l N
10.Lag screws shall be ASTM A307.Holes for lag screws shall be bored the same depth and diameter as the bolt shank.The IIIIIIIIIII IIII!!t w
remaining depth of penetration shall be bored per NDS requirements.Lag screws used to connect pressure-treated wood shall be Al' 'A' O magi
O /Ilrltvv\Vlrl�_
HDG or stainless steel. 12•/24•oc `.,
11.Provide malleable iron washers or equivalent cut plate washers under all nuts,bolts or lag screw heads which bear on wood. 2-PLY MEMBER 3-PLY MEMBER 4-PLY MEMBER
12.Wood screws shall be steel per NDS requirements.Predrill holes to prevent splitting as recommended in the NDS. FASTENER AT NEAR FACE
14.Wood memberscmbersshall inbscut or notch or oeas lshownppthe Structural Drawings. ELEVATION DECK PLAN
15.Providethere more bridging,hen bridging otherosoris w support thfornll gs,wood members in shall comply with
the regiremeentofIBC.
15.Except where more stringent construction is shown on the Drawings,wood construction shall comply with the requirements of the /L
IBC,latest edition,asaminimum. TYP MULTI-PLY BEAMS &COLUMNS H DATE: ISSUE:
�/1 / SCALE:Ye'=1'-0" 09/29/2022 PERMIT
TYPICAL FRAMING CONNECTION SCHEDULE ` SCALE NTS
(MINIMUM U.N.O.)''' ROOF&FLOOR FRAMING NOTES:
NAILING TYPE 1. REFER TO SHEET S0.01 FOR GENERAL NOTES AND DETAILS,INCLUDING:
1.1. FLOOR&ROOF SHEATHING PER 1/S0.01.
Joists or Rafters to T.O.Double Top Plate,Sill Plate or Beam (3)10d Toenail 1.2. ATTACHMENT OF MULTI-PLY COLUMNS&BEAMS PER 2/S0.01.
Rim Joist or Structural Fascia to Joists,Rafters (2)16d,(1)T&B End Nail 1.3. ALL TYPICAL FRAMING CONNECTIONS PER SCHEDULE ON S0.01.
2. ALL FRAMING MATERIAL EXPOSED TO WEATHER SHALL BE PRESERVATIVE PRESSURE TREATED PER S0.01-TYP U.N.O.
Sole Plate to Sill Plate (3)10d @ 16"o.c. Face Nail 3. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. RECEIVED
Sole Plate to Joist,Rim Joist,Beam or Blkg-Typ (2)16d @ Woe. Face Nail
Sole Plate to Joist,Rim Joist,Beam or Blkg at BWP (3)16d @ 16"o.c. Face Nail ALL EXISTING STRUCTURE IS TO REMAIN-U.N.O.CONTRACTOR SHALL 10/14/2 022
Double Studs,Built-up Comer Studs,Trim Studs to King Studer Per Typ Detail FIELD VERIFY ALL NOTED EXISTING STRUCTURE PRIOR TO
Rim Joist to Top Plate 8d @ 6'o.c. Toenail CONSTRUCTION AND SHALL NOTIFY THE S.E.O.R.OF ANY ASPEN
DISCREPANCIES.EXTENTS OF MODIFIED STRUCTURE MAY EXTEND BUILDING DEPARTMENT
Blkg Bhvn Rafters&Joists to Top Plate,Sill Plate or Beam 8d @ 6"o.c.(3)min per block Toenail BEYOND THAT SHOWN.ADDITIONAL ANALYSIS OF EXISTING FRAMING
2x Deddng to Joists (2)10d each joist Face Nail MAY BE REQUIRED.
1. Rear to Typical Multiple Ply Beams&Columns Detail for additional information.
2. Refer to Typical Framed Wall Detail for additional information. ` 1
STRUCTURAL ERECTION AND BRACING REQUIREMENTS -"� f':•
I. The Structural Drawings illustrate the completed structure with all elements in their final positions,properly supported and braced. 10/14/2 022 �„'
2. The Contractor,in the proper sequence,shall provide shoring and bating as required during construction to achieve the final
completed structure.Design,sequencing,location,placement,etc.of bracing and shoring is the responsibility of the Contractor. FORCOrtaliii.ANCE
3. The Contractor shall be responsible for the safety of the building and workers during constructor.The Contractor shall comply
denism
with all applicable safety regulations.
4'1"
'2x10 FASCIA
NEW(2 OR 3 PLY)20 EDGE BEAM
V.I.F.(E)CONNECTION OF V.I.F.(E)STRAP TYPE,LENGTH,AND IIIIIIII
3"PLATE TO 6x10 BEAM NAILING FOR 2,200 LBS TENSION 777
111A
2'-0 1/2" 1"0 LAG SCREWS(5"EMBED)
--ro m
°1�y� FOUNDATION
/ (E)1/2"0 LAG SCREW(5'EMBED)
(E)6x10 BEAM
s>
/�' (2)1"0 LAG SCREWS(3"EMBED)
\ (E)3l8"O LAG SCREW(4"EMBED)
N ��• 1"0 LAG SCREWS(5"EMBED)
/ (E)6z8 KICKER
L. • R PLOT DATE:9/28/2022
1"0 LAG SCREWS(5"EMBED)
(E)1/2"0 LAG SCREW(5'EMBED) PROJECT#:22.077C
-�(E)3x12 PLATE
DRAWN BY:JS
CHECKED BY:OR
O
BEAM/KICKER BRACKET O BEAM/KICKER BRACKET
SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" S0.01