HomeMy WebLinkAboutForest Road Ext - Natural Resources Building - Wind Bracing Plan,
;:.STRU 111iZAL NOTES- :
: 'L4"X4'Xi/4' FASTENED TO R195 OF EXTERIOR
. - , -. • 'SHEATHING m 16. OG. PV 1/4' SELF TAPPING
-! :.1. All StfuGtUral NOr'k Shall be GOOrdlnated with the architectural - + - 32•-0 - - - - _ SHEET KETAL 51 -REI -6
:.cmd mechonical design 5pecificotion5 and shall conform to the
"`" • 'prosect speclficattans; fnaluding the following governing -
: A) The Massachvsetts StateE01ding Code and all other
` ogencfes having'uriBdictlon. GN INTO EXISTING METAL 5 G Dtt16 _
. , ..- : , SEE SECTION DETAILS 8 t
B) Al5C:'5pecffican f
tloor, the design, fobrlcotlon`and erection 1/4 3 12
'. of 5trvctural Steel for ELIldings", latest edition.
`2. The Gontractor-shol l provide temporary shoring and gracing `.: ' > 2'-r - 3•-O" Ir_p• _ ` 12-0• Ro. 2'�• 1
EXTERIOR SHEATHING W axle BE
and make safe all floors, roofs, Nails and adjacent property as I
praleGt.00ndIYlOnS reGlv!('e. ,.. NOTE, GOIJTGGTOR TO GOORDItUaTE /^!/ I B/4' bIA BOLT TYPE A325 (TTP) .
Oil. POOR MANE. FOR DOOR
DINEN510N` + SPECIFICATIONS _
• 3. Ali tonstrvction is to conform to the MOS6OCtWSett5 State - _ _ _ _ - - _ - -
- I I/2• PLATE
Building Coda and all appilcable product and deslgn standards.
Absence or specific items from these drawings does not Infer I--.}-•— — — — — _ — — - - ,
that any party k relieved from the statutory code requirements
4. All materials and methods of construction shall conform to the CA I �G-2-
approved rules and standards for materials, tests, and _ - _ _ -. i - - -
'requirements Of accepted engineering practice as listed In EXISTING T54x4 COLUMN + I i I SELF APPI FA5TEET TO SHEATHING W/
• Appendix A- of the Massachusetts State Euilding Gude. - - SELF rAPPIraG SHEErr•E�'AL SCRews
O.H. DOOR FRAME ABOVE INTERIOR 51$ATHING
5. Thlm
e�Controctor shall veriF9 all denslons and conditions In the J
+ field prior to commencing mark. Any dlscrepancy between what t5_ - -
shown:On the drawing and actual fleld condltons shall b0 _ I 1�4 3-12
reported backto . the engineer before proceeding Nlth any Nork. - - - -
-. - SHEET METAL SGREmS
r' - .1. Design Loads•
. ; Wind Lood - 21 psi..
-.STEEL
• - - , EXISTItN6 BRACIN6 OGEI1-II6 HE!6HT - :. HOLD COLUMN LINE OFF INT. SHEATHING 2' _ -
5tructvrol steel rolled shapes shall conform to the - : -
Fonowing A5TM designations: 5EGT10N A
All steel framing Including base plates PARTIAL BUILDING PLAN
ASTM A36 g
sand. colvml5 unless noted otherwise SCALE: 1-I/2" I'-0'
ASTM A325 All .twits vGOd For connectlrg structural - • 5GALE: 1/4' = h-0'.' .• L4'X4'XI/4` FASTENED s RIBS OF EXTERIOR '
.' - ..members - _ - _ _ HEATHING • W' 04H/ 50.F TAPPING
... . _ - ` EET tHETAL SGRENS
'.A5TM A507 - All other anchor twits. unless noted - -
lxout used under column base plates should be of the non- - - INTERIOR SHEAn+u16 -
1/a 3 72
` shrinkable Variety with o mintmurri CompressNe strength of 5000 _ _ -
P51 In 2b days. .. -
'EXTERIOR SHFATHM6
All structural steel details and connections shall conform - " - tN Bx1e BEAM
. . , _ � 12 6A. 6ALV. METAL FLF.SHM6
t0 the Standards of the AISG. ' . - 51E8 WIND BENT FASTENF17 TO 3/4" DIA. ROD 4 T1R4BUGKLE ASSEMBLY -
' RRUSATED 5HEATHIN6 Wr SELF TAP -11,16 W/ UNG GLA55 2B THREADED ENDS ' CUT CPENIf16 AT AN ANGLE)OL�
f`Cf all h��,H 5tre t1t twits, hardened Y•la9hers Shall b0 5GREW5 SEE 5EGTICN A FOR b" LUN` EACH END FOR TENSION APX5TMENi'7" - GONNEGTION DETAILS FASTEN FLASHINv TO CHANNEL
provided on rut side of bolt for torquing as required. • - " - ' FLANGE WITH 1/4"SELF-TAf'PIN6All welding ehall Conform to the standard of the American6ALV Sf.REWSv lding'5ociety (A.W.S)t 4 3-12
Electrodes for all field and shop welding shall conform toA5TM A233 (Gloss 70). All welds not shown Shall be APN5 minimum.6ALV. G 6x105 MITRED AT CORNERS 3'X2'Xi/4' FASTENED TO CHANNEL PV 1/4"
' 6ALV. sELF_TAPPING SGREW3
5plicing Strvctural merbers "here rot detailed rn the _ -
drowing 15 prohibited. SECTION B
-.. burl the construction, phase It is the resporeiblittyy of - -
" ' the Contractor to provide all necessary temporary shoring and SCALE: I -I!2' = I'-0'
tracing to make the structure Stable before completion of
-_: connections, sheer walls and floorslcbs.-
'< - _ INTERIOR 5FEATHING
Temporary bracingshall not be removed until thestrvctural -
'frome Is properly secured to the lateral load resisting elements ❑ 4
in the wilding.. The. stability of the frame during erection is - - - EXTERIOR SHEArH1NG - -
the'Controctor's responsibility::;-
- C
INSTALL 2X P.T. BLCGKIN6 a JAMB CVT '
FLEXIBLE SEALANT
FASTEN INTO BLL
TYPE 3 CLEVt5 (TYPJ W/ i/4' bALV. SGREI"5 z '
1/4 3-12
- • , f 12'0• RO. - GALV G 6X103 MITRED AY GORtERS L 3"X2'XI/4' FASTENED TO CHANNEL W/ 1/4'
_ &ALV. SELF -TAPPING 51-REm5..
10'-7 - 13'-I
5EGTION G
SGALB 1-1/2' = I'-0'
5GALE
"T.. OATS IiEIEIOM -
twaT Tmc
V41 NO `BRAG 1 NCS PLA -,N
VPN MAINTENANCE BUILDING
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FaaccrCJOrJO,0
AAs 51-Iom
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TON OI' `r' ARMOUTH
FOREST RD. EXT. YARMOUTH
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` °� °" JAB
C0ASTALENGLNEERINGr 0j,
PROFESSIONAL ENGINEERS a LAND SURVEYORS
260 Cranberry Hwy.; Orleans, MA .02653
q -TEL: 508-255-8511 .FAX: 508-255-E700-.:'.
5GALE