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WINDOW. DOOR AND SOFFIT PRESSURES
I? 1 1 2w4Y beams with(3)pairs of 0 131GC% nails a 'Zo 0
I brack shall Central Afirl Ci C216, oi BF Buddling Brick, Facing Goal and 30y�mBwith(3)mwsofOJ31��3 '/.' nails@�o.c hocitside) 1 Allamaker, door and sovit asidembiless shall he delifinked to echusand the Mai
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requirements
IE Brick vehicle shall By surfaced surth improved ties Ablared no mom than 16 a c STRUCTURAL STEEL
t verincial and 16-cc. Nepal Addirboral has shall be adverse around all wall
t I I openings greater Man 1T in either direction, and shall he spayster no mom tan ME 1 Structoral steel shall Perform to AIMC Spensfacandens for Di and Thalmann and Q
a c end memo wri 12'W the�rrjrvgst Swedish of Structurnal Smal an,Bul (latest efircers)
a avoided connections AM Ed 1 !R
WIND PRESSURES ON WINDOWS DOORS & ILL
Strand wire veneer tues Chad hot be less in Muckinvess than No S gage Park am shall b Structural swel shapes plates ASTIM AM 0
I have a hook embedded in the mickbarmint Sureetmemites,crical royal Man bri Q Strursomal steel Pipe ASTMAGoi SOFFITS NUI) a 0 9
22 gage by 718- scrugablef and f�ed with 1 % fill wrong ners d firmuctural steel tubing ASTM ARM) 0 as on
Adjustable or$trend Pon,veneer task shall be used at Get Calls AREA OF OPENING EDGE STRIP (5) INTERIND ZONIENIN US
2 All sainuctural deal camsectons and ficifinderens shall Comply war AISC specifications 8 PC z
A Unless arrested noted on the plans.a Mel angle L4x4xll4 shift M used far post MOM B, IN IS
supporting brick veneer ol operninarks. The entire er her a required for discover 3 Steel shop drinkings shall had proceed an Me Engineer for consumer Onor to fabrication < NO
brick is sehissuppi If the length of be@ opening exceeds 6-0 then is 31 T24 51 183 -Ml A a
ATTUIPUl irf 2" 17 5 no 1 g
I thestesed angle shall be afficarred to Me whad fal wit 31 x 3- lag volumes Og 12- 4 Holes required for bedded concentrates duty has di or punched ififiernecutimes I z 0
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IS (NDS)par Cost Careful GOES eadefor, tominting
2 At whand members expresum to weather or in correct wish ml concrete or sail 7 Oil paint 36(NWF�an,)shall the applied as Me final Chat to at Carl feel
shall be treated won an operated pressawkwe suitable my the fixecoures Conditions Out expreaked and visible W the devionar of the strusture U
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If AEG fiscal med an any wood member then all coding shall hooke 8 End touch up after installation whered requinat to wake final finish a
hot dhi galvanized nails meedding ASTIM At 53 Claim C at ASTM EDGE Class 50 TTICAL EDGE STRIP(lih
lo
If save treadurnevent is used Man galvanding Is hot required HARDWARE AND ANCHORS
prebendal vat Meads,shall comply with NICE and'NoM Me Casign Standard for 13�`Gfi-INTERIOR GONE(4) is
I I I All fireming success and cranneCom al on the shcusuat Cutbacks Mel be
Metal Rader Connected When Truss Construction(ANI 1 07) manufactured by Simmon Stroul or Engineer approved! actual Cars-,
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M All trul shall be drairread by the Truss Manufacturers endorsed Engineer 2 At anchor belis and threarded rods all he in amarmance war ASTM AGO7 or ASTIA
poor Grade 36.
sce sh
as The Thus Manufacturer shall submit shop Manual and design notes with a L
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t I refifinstared Engineers seal for approve Design notes Open undude the rated load 3 An seal Counsel and hardware densch are exposed to the exterser or in Contact
t cadectrof the truss Is Rome"nec�, and the manufacture TO license to hardware with AGO pressure treated lumber 5011 be Type 316 hall veneer or So Coal far PC �0
tm�holding the connector scounin Emposed mine crateral shall approve ASTIM Al 53, Class C,or ASTM Maki Class NO to rev,
famermition and Immifishon drawings Sharing am shape and laycA 0
it 1 4 Anchor adhesives shal be either real SET Or A"e,Te AT by Sampson
7 Jobste handling and erection school Temporary bracing durins;crucial of Strong Tie(with Flonda precound Advanced)and installed wGirefing to Me ....
t therses shall cormly will TPI i WITCA BCSI I materacturersinstrucesens, Holds sifel Be cleaned of all disease and brushed out pror va
tornstraciamnofasuchoradheadve
h M thowthrucated added amews sculfiected In uphft Carl shall the whoul firstarred
as their smoldrul walls or beams with mucal foreacties as Opd ,n Me Three NINE COVERING d g
Conni Schedule
I It 1 TV consfincre,emir be responsible Our Me design and installation of the brief covering
r I I fir An gable ends shall be hi framed or bardeved in accordance seen the applicable
1 date as Much in the struchural drisfiscrugs.
system
if
1 2 Asphalt sibingtod shel shously efigh ABYTIM M161 and M shall ardemeang W the
VA Guardrails fivandmity am guard Ill curnmeare
me Bachusuers and Panel Them)vall manufacturers requirements
be prevoce by offlears N has
t 3 Clay and his reefs shall by besides liver the Generale and Clay Road Tile Ideal scroll
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specidleddlem;
LVE or Pargam ESE metal name shall Comply voth ASTM E1614 and my tn�IW according
4 Standing seam 2
E-1 900 NO psi E-1 SECTOOD) pek be the nam,fiali a movements.
PITS W pasi FIN-2 US pel
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