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Structural steel shall be detailed, fabricated and erected in accordance 3 - 3' 1a gage stapie Roof Dead Load ------------------------------15 psf with the most current editions of AISC SpecificaYions and Code of 2. eridg�ng to jo�st z - aa common toena�i eacn ena Floor Live Load --------------- --- -------------40 psf Standard Practice. 2 - 3' z O.i3t " nail Floor Dead Load ---- -------------- ------------15 psf b. Structural steel rolled shapes, including plates and angles, sholl be 2 - s' ta gage stapie Deck Live Load -- ------------ --------- ------- -100 psf ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall 3. i' x 6' sunnoor or iess to eacn �o�st 2 - ea common face �w�i Deck Dead Load ------------------------------48 psf be ASTM A53 grade 8 or ASTM A501 . a. Wider than 7 ' x s' wbfloor to eacn joiat 3 - ed common face nal Basic Wind Speed -----------------------------80 mph (Exp. B) c. Tube shapes are actuol size as specified on plan. Pipes indicated 5. z' aubfloor to jast or qireer 2 - �sd common blind ana tace naii Seismic Zone ------ --------------------------1 on plan are nominal (approximate inside diameter) ond refer to AISC UBC Edition 1997 pipe schedule dimensions. s. sok pbte to joist or blxking t6d at ts' o.c. tyPical tace na�l d. Ali bolts used in steel framing shall conform to ASTM Specification 3' x o.t3� ' naii at e' o.c. A325. Anchor bolts and bolts used in timber connections may be 3' 74 gage atapk at 12' o.c. STRUCTURAL WOOD FRAMING: ASlM A307. Bolt sizes shall be 3 4" diameter un�ess noted Soie � plate W joiat or blceking ot braced braced wall � 3 - 16d per i6' panels a. Except where noted otherwise, all 2° nominal lumber, except studs, otherwise. wan pand p U� 3' x 0.131 ' nail er 16' shali be Dou�las Fir-Larch 2 and better, and all solid timber beams e. Bolts used in structural steel framing sfiall be the break-off, torque �N � # indicatin t e, or tor ue ins ection shall be rovided as re uired b 3' 74 gage stap�e per is' y M � and posts 3' nominal and wider shall be Douglas Fir-Larch �2. 9 � 4 P P q y �. 7op plate to atud 2 - tsd common end naii �j v rn � b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. the building inspector. f. T ical framed beam connections shall consist of airs of 1 4" an les a - 3' : o.t3i" na�i Z � � c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or � P � 9 3 - 3' 14 gage akaple - � � � better 2X4 or 2X6 studs er lan and shall be nailed to ether with 2 using the maximum number of bolts called for in Table II-A of the � p p 9 8. Stud to sob plate 4 - 8d eommon toenail O � � rows of 16d nails � 6" on center along each stud. AISC Manual (ASD Ninth Edition). !/1 a x . . 4 - 3� x 0.131" nail d. Built-up beams consisting of multiple 2X members shall be nailed 9• Expansion bolts shall be wedge type °Hilti , Rawl", or "Red Head" or a - s' 14 gage etoPi� ~ � � a to ether with two rows of 16d nails s oced at 12" on center, or approved equivalent with the following minimum embedments: Z c �� 9 P 1 /2" diameter ---- 2 1 /2° Q �� with two rows 1 /2" diameter thru-bolts spaced 24" on center. 2 - tsd common end na�i H m 5 8" diameter ---- 3" J e. Top and bottom plates shall be Douglos Fir-Larch or Hem Fir #2 and � 3 - 3' x o.t3� " nai� a� better. Plates piaced directly on concrete walls or slabs shali be 3/4° diameter ---- 4� 3 - 3' 14 goge stapk � � � h. Adhesive anchors called for on the drawings shall be glass capsule pi a ,� pressure-treated Hem Fir #2. 9. Doubb Studa tsd at 24' o.c. face nail f. �thin floor joists spaces beneath solid or built-up columns noted on types such as "Molly Parabond" or "Hilti HVA" anchor systems. 3" x o.131 ' ra�i at e' o.c. p � � tO plans, blocking of area equivalent to column above shall be provided. Minimum embedments, if not specifically indicated on the drawings, 3" t4 goge stapk at a' o.c. U °D Door or window trimmers consisting of a single stud do not require shall be according to the manufacturer s specifications. �cai face na�i O o � i. All weldin shall be done b an AWS uolified welder. � o. Douwe top plates tsd at ts' o.c. tYV' special blocking in the joist space. 9 Y 9 3' x o.�3t ' raii at 12' o.c. � q. Except as noted otherwise, minimum nailing shall be provided as } Delay painting within 3" of field welds until welds are completed. 3' 14 gage ataple at 12° o.e. y m � specified in the "Nailing Schedule" on the drawings (UBC Table 23-II-B-1 ). k. Where corrosrve soil conditions exist, steel angles that are used to � a � h. Bolts used for wood framing connections shall be installed with support exterior stone veneer shall be galvanized and shall be attached ooubie top pkrtes e - isd common iap apice � � standard washers and nuts. to the foundation with galvanized or stainless steel expansion anchors. t2 - s' x o.t3t ° na�i Y N i. Unless noted otherwise, steel connectors such as those manufactured � z - a" � a qaqe atapk typica� tace naii by the Simpson Company shall be used to join rafters, joists or beams GENERAL REQUIREMENTS: ' ti . ebcking between jo'�st or mners 3 - 8d common toena�l to other beams at flush-framed conditions. Use all specified nails. to top piate 3 - 3' x o.i3i° naii Connector conditions not otherwise noted shall utilize Type U or Type a. Structuroi erection and bracing: The structural drawings illustrate the 3 - s' 14 gage stapk HU hangers of a size specifically designed for the member supported, completed structure with all elements in their final positions, properly t2. xm �o�st to toP pwte ae at B" (tszmrr�) o.o. toena�i as shown in the manufacturer's published tables. Contact structural supported and braced. The Contractor, in the proper sequence, shall 3' x o.t3i ' naa at 6' o.c. engineer for details as required. provide shoring and bracing as may be required during construction to 3' i4 gage staple at s' o.c. j. Wood nailer plates installed on steel beams or concrete walls for top- achieve the final completed structure. Contact the structural engineer • y - �� ma� face naa flange hangers shall be ripped to match the width of the wall or beam for consultation (not in contract) as required. interaeetiona 3 - 3' x o.t3�` na�i flange. Nailer plates supporting top flange hangers form one side only b_ Shop drawings: Submit shop and erection drawings for structural steel, 3 - 3' ta gaqe stap�e shall be installed flush with the face of wal� or beam flange at the miscellaneous steel, steel joists and girders, steel deck, masonry t4, co„t;nuoua neader, two pieces tsd common te' o.c. aionq edqe °i reinforcin steei wood trusses, manufactured wood oists and lue- � hanger locations. 9 . 1 9 15. Ceiling jasts to plate 3 - Bd common toenaii � k. Manufactured joists shall be from an approved manufacturer and shall lam beams to engineer for review prior to fabrication. This review 5 - 3' x o.13t' na�i be equivalent in load carrying capacity and deflection criteria to is for general compliance with the intent of the structural design. 5 - 3' ia gage stopie TJI/PRO 250 or 350 series joists in depths and spacings indicated The architect and/or contractor are responsible for checking quantities, � 6. cont;nuous neaaer to stud a - ad common toenoil ^ on lan. Provide blockin bracin web stiffeners and other dimensions and coordination with other trades. � � P 9• 9� 77. Ceilirg joists, bps wer portions 3 - 16d common minimum, Table 2306.10.4.1 face nail accessories as re uired b manufacturer. c. Existing structures: If construction adjoins an existing structure, 9 Y (See SeMion 2308.10.4.1 . Tade 4 - 3' z 0.131 " nail I. Prefabricated trusses shall be designed by a Colorado registered contractor shall be responsible for verifying dimensions, elevations, Y3pg.� p_¢_�� a - 3' ia qaqe atapk � engineer to support the full dead and live loads of the roof, ceiling, framing, foundation and anythinq else that may effect the work shown and any other superimposed loads. The fobricator shall determine on the drawings. Underpinning, shoring and bracing of existing �8• Ce�r�9 iasts to parei�el rafters 3 - 16e eommon m�n�mum, robie 23oa.to.4.t face naa • structures shali be the res onsibilit of the contractor. (� �� e•to.a.� . Toae a - a' z o.t3t` naii � � web orrangements and member forces. Load duration factor for snow P Y 2308.70.4.t) 4 - 3' 14 goge stapk loads is 1 .0. Calculations and shop drawings shall be submitted to d. Dimensions: Check al� dimensions against architectural drawings prior the architect en ineer for review rior to fabrication. The truss to construction. Do not scale drawings. � 9. Rotter to plate 3 - ed common toenat� � 9 P 3 - 3' : 0.131° nail manufacturer shall specify all truss-to-truss connections. Temporary e. Construction practices: General Contractor is responsible for means, (see sect'�on zzos.to.� , Taae z3oe.�o.�) 3 - 3' 74 gage stapk � � and permanent lateral bracing of trusses shall be installed as required methods, techniques, sequences and procedures for construction of this ro ect. Notif structural en ineer of omissions or conflicts 20. i ' diagonal bmce to eacn stud and 2 - ad common face raii � � by the truss manufacturer. P 1 Y 9 p��e 2 - 3' x o.t3t° �o�i m. Laminated veneer lumber (LVL) shall have the following properties: between the working drowings and existing conditions. Coordinate 2 - 3" ta qaqe atapia 1 . Flexural stress------ ----------2600 psi requirements for mechanical/electrical/plumbing penetrations through 2� , � • x e' sheathing to each bearing wali z - sa common tace na�i 2. Modulus of elasticit y------------1 ,900,000 psi structural elements with structural engineer. Jobsite safety is the sole � r � � 3. Tension arallel to rain----------1850 si responsibility of the contractor. All methods used for construction 2z. wider tnan i ' x e' sneotninq to 3 - Bd common face naii P 9 P eaeh bearirg Nall 4. Compression parallel to grain------2310 psi shall be in accordance with the latest edition of the UBC. � � 5_ Compression perpendicular to grain f. It is the responsibility of the contractor to contact the structura� 23. euirc-up cwner swds 16d common 24' o.c. � arallel to lue line 750 si engineer at the appropriate time to perform site observation visits. 3' x 0.131 ' nail ie" o.c. P 9 )------------- p 3' ta gage staple � g" o_�_ � n (Y 6. Horizontal shear---------------285 psi Observations visits to the jobsite by the engineer are for determination �� 7. Where two members are required, each member shall be of general conformance with the construction documents and shall not 24. BuiR-up girder a�d beams zoa common a 3z' o.c. face naa at top and � 1 fastened to adjacent members with two rows 16d nails spaced be construed as inspection. 3' x o.i3t ' na7 at 24' o.e. bottom smyy� on A Q at 12" o.c. unless noted otherwise. Where three or four g. Though every effort is made to provide a complete and clear set of 3" �4 gage stvpk ot 2a' o.e. � � � construction documents, discre ancies or omissions ma occur_ ^ members are required, they sholl be fastened together with two P Y 2 - 2od eommon face nail at ends and at rows of t /2" diameter thru-bolts at 24" on center unless noted Release of these drawings anticipates cooperation and continued 3 - 3' z o.t31° nail each apr�ce � � O otherwise. communication between the contractor, architect ond engineer to � rovide the best ossible structure. These drawin s have been 3 - 3' 74 gage atapb n. Framing Notes: P P 9 O n 1 . Exterior walls: prepared for the use of a qualified contractor experienced in the 25. z' pianka tse common � ��h ��e construction techni ues and s tems de icted. z6. conar t�e to raner 3 - tod eommon race oo�i � A. All exterior walis are 2X6 studs � 16" o.c. to a maximum 9 YS P � .� height of 12'-6", 2X6 studs � 12" o.c. to a maximum a - a' z o.tst' no�i � , „ 4 - 3' 14 gage staple faee nail height of 14 -6", and (2)-2X6 studs � 16 to a maximum � height of 17'-4" unless otherwise noted. Cap with a 2�. ,wdc roftx to h�p 3 - tod common toenaii � double top plate installed to provide overiapping at a - 3'•14 gage 9taple � � corners and at intersections with other partitions. If � � overlap is not possible, strop top plates with metal strap ties (Simpson ST292 or equivalent). z - � Bd common face naa � � B. Floor or roof framin members must be ali ned to bear a - 3' x o.� 3� " na�i 9 9 3 - 3� 14 goge staple within 5 inches of the studs beneath. � C. Pravide 7/16° thick APA rated sheathing (plywoad or 28. Roof raker to 2-by ridge beam 2 - t6d common toenai� � OSB rated 24 16, ex osure 1 , at exterior face of exterior 3 - s' x o.t3t° na�i � � P 3 - 3' 14 gage staple O wails. Block all horizontal joints. D. Provide (3)-2X10 headers over all door and window o enin s unless otherwise indicated. 2 - t6d common face nail � P 9 3 - 3' x0.131 ° nail E. At beam bearing locations in stud walis, provide multiple- a - 3' 14 gage stapk stud posts equal to width of bearing member unless noted Oth@fWISB_ 29- Joiat to band joist 3 - 16d common face nail 5 - 3� x0.131' nail 2. Interior load bearing walls: 5 - 3' ta gage staple A. Interior load bearing walis are 2X4 or 2X6 studs (as 30. �edger etrip 3 - 16d eommon face rwii indicated on plan) � 16" o.c. with 1 /2° gypsum a - 3' x o.�3t" na�� wallboard both sides unless noted otherwise. Cap with a a - 3' ia gage ataple double top plate installed to provide overlapping at 37 . Wood atructural panela and partieleboatd. 1/2' and less 8d`^� (per KRM 4 corners and at intersections with other partitions_ If 1 Subfloor, roof and wall sheathing 2 3/8� x 0.131 naiP overlap is not possible, strap top plates with metal strap (to fram�ng): t 3e/a' x � s oqe° ties (Simpson ST292 or equivalent). is/32' to 3/a' ea (per KRM�4 B. Floor or roof framing members must be aligned to bear 2 3/a' x o.t3t ' nolv within 5 inches of the studs beneath. 2 16 9°9°� LRH C. Provide (2)-2X10 headers over all openings in wall unless 7/e' to t' e� designed by noted otherwise. a . drawn b MSV 1 1{8' M 1 1/4' 10d or 8d Y D. At beam bearing locations in stud walis, provide mulitple- sngie Floor (comwnaion subnoor- 3/4 ar�d less 8d (par KRM)4 checked b stud posts equal to width of bearing member unless underlayment to fmming): 7/8' to t ' ea• y noted otherwise. � �/a' to 1 1/4" tOdd or ed' 3. Floor ConstfUCtion: 32. Panel aiding (to framing) 1/2' or less Bd� ISSU@d A. Provide 3/4° thick APA rated Sturdifloor rated 24" s/a' aa' o.c., tongue and groove exposure 1 . Glue and nail 9 panels to all supports. Install sheathing with long 33. Fberboard aheathing. 1/2' No. 11 gage roorng naiA PERMIT 08 /21 /02 dimension e endicular to oists and end ints sd common na�i � P rP 1 Jo No. 16 gage staple staggered. 25/32' No. 11 gage roofing nal^ B. Provide solid blocking between floor joists at ali bearing ed common naii locations. Blocking material shall match the floor joist NO• t6 9°9° �°P� RIOtB�ial. 34. Interior paneling 1/4' 4d� 4. Roof Construction: 3/8• �° A. Provide 5/8" thick APA plywood Sheathing rated 32/16, exposure 1 . Instali sheathing with long dimension NOTES TO TABLE 2304.9.1 perpendicular to rafters or trusses and end joints For si: t �ncn = zs.amm. 2 3/a' x o.� i3' raas and 3° ■ o.t3t ' no�is arc swrward ea and tod cun naas. staggered. B. Plywood sheothing shall be applied continuously over the a. common or box naila aro permitted to be usea except wnere otnerwiae atated. primary roof inembers (rafters Of trusses) below b. Noils apaced at 6 inchea on center at edgea, 12 inehes at intermediate supports except 6 inchea at aupports where overframed areas to rovide ade uate lateral stabilit spana aro ae inches or mwe. For no�rng of waod ain'ctural parrel ana particbboord eiaphrcgms ona snear wana, P 9 Y- refer to Sectan 2305. Nala for wall sheathing are permitted to be common, box or casing. C. Provide wind/seismic anchors at supports for all roof e. common or eerombd sn��k. sheet joists and trusses. See nailing schedule_ d. Common D. Provide solid blocking between roof rafters, trusses and e. ueformed ahank lookouts at all bearin locations. Blockin material shall f. conosion-resietant aiding or caeing naii. 9 9 g. Foatenero apoced 3 inehes on cmter at exterior edgee and 6 inchea on center at intermediate wpporta. match rafter, t��ss cho�d, Of lookout material. n. Co�roaion-res�stant roofing naila with 7/16-inch diometer head and 1 7/2 inch length for 1/2-inch aheathing and 5. wnd Bracing: i a/a inch length for 25/32-inch aheathing. A. WaIIS over 4 feet long which are sheathed Wlth CJypSU�l'i i. Carrosion-resistant ataples rrith nominal 7/16-inch pown and 1 1/8 inch bngth for 1/2-inch sheathing and 1 1/2 inch � � wollboard on both faces and are indicated as shear walis length for 25/a2-�nch aheathing. Panel s�ppor�, at te �nenes (20 �nchea n strx�qth ax�a �a ue ionq acrect�on ot the panel, unleea otherwise marked). � on plan have been designed to resist wind forces in �. cas�nq or rn�an na�ia apacea e �ncnea on par�e� edq�, iz ��onee at �raem�ee�ote aupports. accordance with Toble 25-I of the �16C. k Panel supports as 24 inchea. Casing or £niah nails apoced 6 inches on panel edges, 12 inches ot intermediate supports. B. At shear walls, screw 1 /2" gypsum wallboard to all studs i. For row sneatreng apptcatana, aa na�is are the minimum requirod for �rood sWctural panels " and to top and bottom plates with �/8 X 1 1 /8" drywall m. Staplea ahall nave a minimum crown width of 7/1s inch. / n. For root aheathing applicationa. fastenere apaced at f inchea on center at edgea. 8 inches at intertnediate supports. - ,_ � � � �/� , screws at 7" maximum spacing. r< t ' o. Fastenere apaced 4 inchea on center at edgee, 8 inchen ot iMerm�ate supporta for aubfloor and wa�l sheathing and 3 •� , :-� �..� C. Exterior plywood or OSB wall sheathing is required unless inenee on center at eages, e incnea at intermediate aupports tor row eneatning. � � •- ' specifically deleted by engineer. p. Faste�rere apaced 4 inches an ceMer at edges, 8 inches at intermediate aupporta. JOB # 0205 - 18 q. Rems noted as "per KRM' have been charged from the IBC achedule to o morc ratriMive raquiroment. �FJ �F F F �s �s �s �s + + + + �ss �ss �ss �ss c � (E) W16 x 36 (E) W16 x 26 (E) W16 x 36 (E) W16 x 26 N � n T� �� s25T"� — l—t— TT — T�— 8 - - - - - --� T �—r — �— 'T� — �� 8 �j -0 rn 'n I I I I � r I ( I I I I I I OPEN � �(8363 r2) I I I � � � � I 1 I � I I I I 1 I I I I I I I I I � � RE: ARCH � I i I I I I I I I I ? � � � I I I I I I I I I I I I I � � � I I I I I I I I I I ' , a � � I I I I I I I I I E) 14 �H4 I I I I I °' I I I I I I I I I I I I I I I � � o x I I I I I I � ~ � n ¢ I I I I ( I I I � ( I I I � � � j I I I I I � � � � � � Q � "" I I I I I I I I I I I I I I I � I � � I I I I I I I � I I 1 � � I I I I I I I I I I I I I � � I I I I I I � � � � j � -+ � - � � - �� - � �-- � -+ � - i � - �� - � � � � � � � - i � - �i - � � � � A2 � _ � _ � _ � . � � i i i i � � i i i i � i i i i , , i � - r- - � � � � � � � - ' � - ' - � � � � i i i i A2 � '� N � i i i i I I ► I I I � I � I , , i i i i i i i i i � � � � i i o � � � I I I I I I I ( �253'-� I I 1 I I I I I I I � � I 1 I I I I I I ��O.SLA� ( I I I � � I I I I I I 1 82. � L 63��_' � I I I � � U x I I I I I I I I I I I I I I � � I I I I I I 1 7 � T.O.S AB � � � � I I � I I I I I I I I I I I I I I � � I I I I f � I I I I I I I I I I I � ? oJ 1 I I I I I I I I I I I I � � � � � � � � � � � I I I I � � � ° a > I I I i I I I I I I I I I I I � � ( I I I I � � " � � I I I I I I i I I I I I I � � I I i I I I I I E) 14 H4 I I � � I j j I � I I I I I I � I I I III I I I I I I I I I I � � � � I I III I I I I I I I I I I I I I I I ' I I - I I I I I I I I I I I I I j � i� I I I I I I I I I I I I t I ;., I I I I I I I I I I I I � I � I I I I � � I I I I I I I I I � � � I I I I I I I I I I I I I I � � '� ^ I I I � � I I I I I I I I I I I I I I I I I I I I I I � � N \ I I I I I � I I I � I I I I I � � N \ � I I I I I I I I I I I I I � � x � I I I I I I I 1 I � ( I I I I I I I I I I I I I 'O I I I i I I I I 1 I I I I I � � x � i I I I I I I I I I I I I I � � � ;� I I I I I I 1 I I � � � � I IN _ I 2 ^ F I I I I I I I I I I I h I I 1 � I � � N �� I I I I � j I I I I i I I I I III � � S4 ^ !y I I I I I I I f I I I �h� 1 I I I Iwm J I I I � I I I I � � waNO � l �' I I I I I I I I I + I I I � � �s I 1 I I I I I I I I I I I I I � � `� v �� + � 6 � � � I I I 1 I I I I I I I I I I I ^ I I I I I I I I I y� I I I + ssl I I I I I I I I I �, I I I I � � s� � � � I I � � � � I I I I I t � � I I I I (E) IWt2 �131 I I I I (E� WI12x 14 I � � E W12 31 I E YN2x 1 I � -+—+ — t--�— t �-�-- - � � — � - - � - - A i i i i i ( ) i � i i � � _ rt i i i - - - - �s253'=4� - - - - - �F � i i T� �- rt" ($2 z'-z �i /4) �— �F� �e2s3 -z) �F � � . � I I 1 I I I I 8253' 4) � � I I I I I I I I I i I � s � I I III I I 1 I I I 1 I I III I + � � I � I I I 1 I I I I I I + s+ � � n I I I I I I I 1 I I � � � �s ;� I I I I I i � I I I I �S �S � �� III I I I � I I I I I III I s � I � I I 1 I I I I I I I s s � � I � I I I I I I I I � I I I I I � I I I I I I I I I (N) I FILL RAME I I I I I I I I I I � � � � I I � I I I I I I I I I i I I I II I I I I i j j I I I I I I I 4x x1 /4 0 2'- ) � III I I I I I I I I I � � � • I � I � � � I _ I I I I I I � O I � - -� - - - �- - - � - - a - - + - - � - - � - - - � - J II � � _ � - - -1- - - L - - L - - 1 - - � - - 1 - - 1 - - J - - -1- - - L = -� - - C - � - -t- — w . . - - - - - - - - - - - - - - � � I � � Ps� (N) I 8263'x) 4 � ��J �s� � � � � � � + `�+ � � + �+ � � ^ � I I I I ' R I I R � ^�n O 20��° , ��-0° ' 2a�-0° . , ��-0° . � v� � o � I � F-� 14 15 16 14 15 16 � [ � � � � � � � � designed by LRH drawn by MSV 4TH FLOOR FRAMING PLAN SCALE : 1 /4�� _ , � - o �� 5TH FLOOR FRAMING PLAN SCALE : 1 /4�� - , � - o�� checked by PLAN NOTES: PLAN NOTES: issued 1 . (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. 1 . POSTS BELOW ARE INDICATED: 9 NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � PERMIT 08 /21 /02 2. " O " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 2. NEW FLOOR SHEAlHING IS 9/i6" CORRUGATED METAL DECK W 2.5" CONC. TOPPING TO MATCH EXISTING 3. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. 4. " O " INDICATES CONNECTION TYPE - REF. S7 FOR SCHEDULE. sheet , � �,. ; S � � � � r-,,r�=�� - �` \ - :. JOB # 0205- 18 FJ �is �' �s m + + v Q, � �SS �SS �j .D rn '� Z II (E) W18 x 35 (E) W12 x 27 �� (E) W 12x14 p �j o � � � rnrn , � T�' — T-' 'T TT_p T—T— . -'( � � � —r—r — �r— T—r — 7—�E) W r-12x2 BELO ) �r—' u � � Q u i its2�3'i°� i i i � i � i i �J I I I I � I I } I � � I I Z � °�' � OPEN II I I I I I I I I I . I i I � I I I I I I I I Q -� II I 1 I I 1 I I I I � I I I 1 I � I 1 1 I I I I � J a� II I I I I ) 14 H4 I I I I a' � I �E) � Q H3 I I _ I IQ�Q I I i I I I I I � °' 7 c I I I I „�I I I I I i I I � � •- � I II I I I I I I I I I I I ` � I 1 1 I I I 'h 1 I I � I I 1 I I Z °� � � 11 I I I I I 1 I I I I I I I F, ! I � I I t I i O � � � II I I I f (E) 1N12 x 127 I I { I I I I I I I I 1 E W �12x27�RIDGE � BE'AM I I I I A 2 � O o ° i- �-�-- � -+ � - i � - �i - � i--- � -}- -+ � - i � - �i - - �- � A 2 -1-�-L r-- �r---`-r- � m � �E) C6 x 8.211 I I I I I I I I I I I I �QF' I I I I I J L4x x1 /4 '-6 / , � � J �sz��_ Q FIELD WELDI G ALL o� n i i i i i i i i i i i i i i i i /� o ° a I I II 1 I I I $273'- I I I I I I f � I I ) 14 �N3 � � I � AROU D I �i � °� > il I I I I .O.SLA I I I I 1 • I F,1 � Y � I � � II I I I I I I I I I I I I I I ` . I I I I I � � S4 (N) 12x 2 � � N � � II I I I 1 I I 1 I I I I I I I I I I (E) 114 H4 � II I I I I (E) G12 x 20.7 I I I I I I I I �E) ,l12 x 0.7 � '`' �' II I � � � l___ -1 — J_ _ I _ � _ L— _1 _ � � _ � —�L.— � — L � y Q I I I II I (8273'-0)' I I a� � I n 11 I f I I I � � � c� o I 1 II I . I _ I :n z 1 � z N M � I � I I II I I � I I I I � n n I ° �� N � X -- f I I I I N • � j h �^ � o OPEN c°� N a '� + � I � � � N I I II I M \ cv \ I `v x 'h � �J I 3 � � � �� X � I � f � x X N I N 1 � � N v 2 � ,;i � I 1 II I a i' I I N `j 2 I U � I " �� " I S4 e, ,� v II I � I I I I � i� S4 r, N L a �� II I w � � � � � w onNO ��J� v w � � l � ^ � s , I I II I "I " I , .� �. �, I ` � �. * �s � � II I OPEN TO BELOW � � +�s � SIMPSON LSSU210 � I . rT� (Typ, ) F� •s I I II f I I s I I (E) W12 x 27 , . _ . _ . _ . _ � I I �4 i � � I I /� f 1E) W 12 x 27 _ 1 � , — q' � I I (8273'-0) � � ~ � T � ��- � 1 4" FfITED WEB -�r � � � ; • I • . FJ � I • I (F , I I I I I � - - �y � ' � �y � i I � \ � I j I 6+ � � I � �s� � �` � � I ) 14 �H3 � i � � INTERMEDIATE BRG. s� + 3 I 6,{ , ^ � � + � ; I , f I - I ss � I � ss � � � � � . Q Q sse A a � ss w O I . I / . I . 1 I t i I I 1 . � � F � � II � �PEN TO BELOW I I III I I I I I � � I ' i • • I ' I � I I I I I �I� - - -- - - - - - - - - - - - - - - - - - - - � - - -- - - - - - - - - - �� • � � . ti . . �ti Q I I � I � I '�s� I I '�s,� � ., O I I � I � I + � I I + `�+ � � � I � + ' A � � R o � i i i i � . 20.��.. ' , ��-�- . . 2��. �- . , 0�-0- . � H I I � � � 14 15 16 14 15 16 � � � � O � � designed by LRH drawn by MSV checked by N O R TH issued UPPER FLOOR FRAMING PLAN SCALE : 1 /4�� - , � - o ° ROOF FRAMING PLAN SCALE : 1 4�� - , � - o•� PERMIT 08 /21 /02 PLAN NOTES: PLAN NOTES: 1 . POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � 1 . POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � 2. FL�OR SHEATHING IS 3/4" TQNGUE AND GRQOVE APA STURDIFLOOR, EXP.1 , SPAN 2. ROQF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1 , SPAN RATING 40/20. RATING 20 Q.C. 3. ° Q ' INDICATES CONNECTiON TYPE_ 3. (XXX'-XX") INDICATES TOP OF SlEEL BEAM ELEVATION. 4. ROOF BEAMS ARE FLUSH FRAMED UNLESS NOTED AS (OROPPED). 5. ALL ROOF RAFTERS ARE: 2x72's O 24", TYPICAL, UNLESS NOTED OTHERWISE_ sheet `f� 1 '; � , �� J r, � _ �__ JOB # 020.5- 1 £i (E) W 12x27 RIDGE BEAM � rn �N � ^ � M � (� � Ol � Z I I _ � � � �/� � Oi Of V/ O M Z � Onl IQi Q C vv � ` J � (N) W 12x22 W/ � � , JL4x4x1 /4x0'-6 � �rn N ,°�° 3/16 FIELD WELDED O � � `° (N) W 10x26 x U ' _ � o ' � 0 mU —sa=- � � � a 3 a > CAP �' 1 /2 x BM W�DTH x 0'- 70 Y N 3/16" �� NEW DORMER OUTLINE TS 3x3x1 /4 ��' � 6 �'V� O� ,2*Z 1�I2 . l�l � l�-� G :, � � � � I . �! ` � � 3/16" � � � � . � w /� h--1 � � 3/16" � � � ^ � (E) W 6x15.5 � � O (N) TS 3x3x1 /4 0 � � 1� � � � � � � � o �� J 1..4x4x1 /4x0'-6 W/ � FIELD WELDEO �N) W 12x22 (N) TS 2x2x1 /4 JOISTS W/ � - _ , _ - _ _ _ _ „ _ , „ _ , , , , , , , , , , , (N) TS 4x2x1 /4 RIM 9/16 CORRUGATED METAL DECK & 2 2.5 CONC. TOPPING ' KNIFE � 1 /4x6x0'-10 a , W/ (2) 3/4" 0 THRU-BOLTS - � EA. LEG �� (2) 1 3/4 x 11 7/8 LVL � EXISTING BAR JOISTS VAILEY SEAM � (2) 1 3/4 x 11 7/S LVL 1 VALt.EY BEAM 9 y LRH 1 desi ned b 3/ts" � drawn by MSV 1 3/is° ; (N) w � oX26 checked by � issued � PERMIT 08 /21 /02 2 SCALE: 1 2° = 1 '- O° 1 SCALE: 3 4" = 1 '- 0" S4 S4 sheet � � � ; lr � r'� � - :. v: ��_ � ; �� 1 , , �:�� . 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I - �0 .� + - _ . . f �� ,� - . - -i . �. _ ' : • . .. _ . ' - _ . . .__ :• ' . . . " . . . . _ ' . . y � . . . . _ . . . ., . . . . .. - " . . . . "_._ . ��_ _ . _ . . -� . . - ' . .. . '- � . . . . . ' - _ . . _� - . � _ - . " . . . . - . . :. . . - . ' . -.. ' _ - -. . - ' � . . . . . . . . _ _ ' . . . - . . . - . - . - . i - - - . . . . . . . - . . . . _ . - � _ . . . ' ,t? . .. . . .. , . . . - . : .. . _ . . . .. . . . " . � .. . _ . . . . . ". . . - ._ . , . _. : . : . . . . . . .. _ .. . ' ' . _ . . . . - . . . . . , - t � _< - - . . . . : . . - . . . . ,- . . . . . . : - . . . .. . , .: .a: . . : .. - . ... . . . . . . . - . - - . . . . , . - . - _ . _ . . . . . _ . ..-":. . . . . . - . . . • ' � � . � . . - . . - . ��+. 1 ` . . � . , k F j�� . � _ 9 ` r - *'> 2000 IBC FRAMING NAILING SCHEDULE (TABLE 2304.9 . 1 ) GENERAL NOTES• Northwoods Bldg C Unit 'S' Remodel. Vail. CO JOB #0205-18 CONNECTION FASTENING °• ^' LOCATION DESIGN CRITERIA: STRUCTURAL STEEL: 1 . Joiat to aill or girder 3 - ed common toanai� 3 - 3' z0.131 " nail Roof Live Load (Snow) --------- -----------------SO psf a. Structural steel shall be detoiled, fabricated and erected in accordance 3 - 3' 14 gage stapk Roof Dead Load ------------------------------15 Psf with the most curcent, editions of AISC Specifications and Code of 2. eridg�ng to jo�st z - ad common toena�i eacn eod Floor Live Load -------------- -----------------40 psf Standard Practice. 2 - 3' x o.131 " nail Ffoor Dead Load -- ----------- ----------------- � 5 psf b. Structural steel rolled shapes, including plates and angles, shall be 2 - 3' ta qoqe ataple Deck Live Load ---- -------- ------ ------- ------� 00 psf ASlM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall a. t' z e' subfloor or iesa to eacn �o�st 2 - sd cw„mon taee na�i Deck Dead Load ------------------------------48 psf be ASTM A53 grade B or ASTM A501 . a. Nrder than t ' z e' aubnoor w each �o�st 3 - ee cwnmon face �aa Basic �nd Speed ------------ -----------------8� m h Ex B c. Tube shapes are actual size as specified on plan. Pipes indicated P � P• � . . 5. 2' wbfloor to joiat or giMer 2 - 16d common blirM arM face mil Seismic Zone - ------ -------------------------� on pian are nommal (approximate inside diameter) and refer to AISC UBC Edition � 9J7 pipe schedule dimensions. s. Sde plate to jast or biocking tsd ot ts' o.c. typiwl face naa d. Ali bolts used in steel framing shall conform to ASTM Specifcation 3" x o.t3t " rwii at e' o.c. 3' 14 gage ataple at 12" o.c. STRUCTURAL WOOD FRAMING: A325. Anchor bolts and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter unless noted Sok piate to jo�st or blocking at bracee 3 - 16d per ts� braced waH panels � otherwise. "ro�� "N � a. Except where noted otherwise, all 2° nominal lumber, except studs, 3' x o.i31' nu�l per 1s' e. Bolts used in structurai steel framing shall be the break-off, torque 3' ta a e sta ie r t6' shall be Dou�las Fir-Larch #2 and better, and all solid timber beams 9 9 P � � N indicating type, or torque inspection shall be provided as required by U -p � '� and posts 3 nominal and wider shall be Douglas Fir-Larch #2. �. roP piate to stua z - tsd c«nmon end naii b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. the building inspector. f. T icai framed beam connections shall consist of airs of 1 4" an Ies s - 3' ■ o.ta�" na�i Z � a, o, c. Built-up posts shali consist of Douglas �r-Larch or Hem Fir #2 or � P � 9 3 - 3� 74 gage ataple better 2X4 or 2X6 studs per plan and shall be nailed together with 2 usmg the maximum number of bolts called for in Table II-A of the � � � AISC Manual ASD Ninth Edition . e. st�d to sae pwte a - ad eomrr�w, toenaa �j o °�' °�' rows of 16d nails � 6" on center along each stud. � � 4 - 3' x o.� 3t' nail d. Buiit-up beams consisting of multiple 2X members shall be nailed 9• Expansion bolts shall be wedge type "Hilti", °Rawl", or "Red Head" or 3 - 3' 14 gage atapb H o x together with two rows of 16d nails spaced at 12" on center, or approved equivalent with the following minimum embedments: Q � °' �` with two rows 1 /2" diameter thru-bolts spaced 24" on center. 1 /2 diameter -__- 2 1 /2" ` vv e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and 5/8" diameter -__- 3" 2 - tsd eommon end nail � � 3/4" diameter - - 4" 3 - 3' X o.t3t" oo�i J better. Plates placed directly on concrete walis or slabs shall be 3 - 3' ta gaqe stap�e � � pressure-treated Hem Fir #2. h. Adhesive anchors called for on the drawings shall be glass capsule f. wthin floor joists spaces beneath solid or built-up columns noted on types such as "Molly Parabond" or "Hilti HVA" anchor systems. e• Doubb Studs t6d at 2a' o.c. fo�e �� ' `" '� 3� x 0.131 ' nail at 8' o.c. O � � � plans, blocking of area equivalent to column above shall be provided. Minimum embedments, if not specificallY indicated on the drawings, 3' 1a gage stapb at 8' o.c. U shall be according to the manufacturer s specifications. to. Doude to �ates tsd at ts' o.c. tyqwi tace na�i Door or window trimmers consisting of a single stud do not require P Pa� � mc�i special blocking in the joist space. i. All welding shall be done by an AWS qualified welder. 3' x o.�3t ' rwii at t2' o.c. � g. Except as noted otherwise, minimum nailing shall be provided as j. Delay painting within 3" of field welds until welds are completed. 3' 14 gage staple at t2" o.c. � st �, speci�ed in the "Nailing Schedule" on the drawings (UBC Table 23-II-B-1 ). k_ Where corrosive soil conditions exist, steel angles that are used to � U � a h. Bolts used for wood framing connections shall be installed with support exterior stone veneer shall be galvanized and shail be attached ooude top pwtes e - � 5d common bp spiiee � a > standord washers and nuts. to the foundation with galvanized or stainless steel expansion anchors. t2 - a" x o.t3i ' na�i Y i. Unless noted otherwise, steel connectors such as those manufactured � 2 - a' ia gage stapk typical face nu�i N by the Simpson Company shall be used to join rafters, joists or beams GENERAL REQUIREMENTS: 11 . ebcking between �o��t or m�ters 3 - ea common toe�o�i to other beoms at flush-framed conditions. Use ail specified nails. to mp qate 3 - 3' z 0.� 31 " naii Connector conditions not otherwise noted shall utilize Type U or Type a. Structural erection and bracing: The structural drawings illustrate the 3 - 3' 14 goge staple HU hangers of a size specifically designed for the member supported, completed structure with all elements in their final positions, properly � 2. Rim joiat to top qote ed at s° (t5zmm) o.c. tcena�i as shown in the manufacturer's published tables. Contact structural supported and braced. The Contractor, in the proper sequence, shall 3" : 0.�3� ' rw�i at s' o.c. engineer for details as required. provide shoring and bracing as may be required during construction to 3' 14 gage staple at s' o.e. j. Wood nailer plates installed on steel beams or concrete walls for top- ochieve the final completed structure. Contact the structural engineer • . 2 - tsd cammon face rw7 interaections flange hangers shall be ripped to match the width of the wall or beam for consultation (not in contract) as required. 3 - 3' x o.i3t" na�� flange. Nader plates supporting top flange hangers form one side only b. Shop drawings: Submit shop and erection drawings for structural steel, 3 - 3' 14 gage stapb shall be installed flush with the face of wall or beom flange at the miscellaneous steel, steel joists and girders, steel deck, masonry 14. Corrtinuous neaaer, two pieces tsd common 16' o.c. aionq edqe °� reinforcin steel, wood trusses, manufactured wood joists and glue- 15. Cea�n asts to iate 3 - 8d common toenaii ^ hanger locations. 9 9 1 � P � k. Manufactured joists shall be from an approved manufocturer and shali lam beams to engineer for review prior to fabrication. This review 5 - 3' z o.� s�' nai� be equivalent in load carrying capacity and deflection criteria to is for general com liance with the intent of the structural design. 5 - 3' �a gage atopie TJI/PRO 250 or 350 series joists in depths and spacings indicated The architect and�or contractor are responsible for checking quantities, � s. Cw�t�nuous heaeer w stud a - ad common toena�i ^ on plan. Provide blocking, bracing, web stiffeners and other dimensions and coordination wi t h o t her tra des. ^ � accessories as required by manufacturer. c. Existing structures: If construction adjoins an existing structure, (�• ��ng jasts, laps over partions 3 - tsd common mrn�mum, Tab�e z3os.to.a.i face ra7 See Sedion 2308.10.4.1 , Tabb 4 - 3' x 0.131� nail I. Prefabricated trusses shall be designed by a Colorado registered contractor shall be responsible for verifying dimensions, elevations, Y308,�p.4,�� a - 3' 14 gage stapb � en ineer to su ort the full dead and live loads of the roof, ceilin framing, foundation and anything else that may effect the work shown g pp 9. 18. CeiGng jasts to parallel ratten 3 - 16d common minimum, Tabb 2308.10.4.1 face nail � and any other superimposed loads. The fabricator shall determine on the drawings. Underpinning, shoring and bracing of existing (See section z3oe.to.4.t , rabk a - 3' x o.t31' na�i web arrangements and member forces. Load duration factor for snow structures shall be the responsibility of the contractor. 23oe.io.a.i) 4 - 3� 14 gage stapb � � loads is 1 .0. Calculations and shop drawings shall be submitted to d. Dimensions: Check all dimensions against architectural drawings prior 3 - 8d common toenati the orchitect/engineer for review prior to fabrication. The truss to construction. Do not scale drawings. � 9. rtaner to pwte 3 - 3' z 0.131� nail � � e. Construction ractices: Generoi Contractor is res onsible for means, (s� saot'�w, 23os.to.� . Tonk 23oe.�o.�) manufacturer shall specify all truss-to-truss connections. Temporary P P 3 - 3' t4 qaqe stapk and ermanent laterol bracin of trusses shall be installed os re uired methods, techniques, sequences and procedures for construction of p 9 9 20. 1 ' �ogonal brxe to each stud and 2 - Bd common face noil � by the truss manufacturer. this project. Notify structural engineer of omissions or conflicts �e 2 - 3' z o.t3t' no�i � m. Laminated veneer Iumber (LVL) shall have the following properties: between the working drawings and existing conditions. Coordinate 2 - 3' ta qaqe atapk 1 . Flexural stress----- -----------2600 si requirements for mechanical/electrical/plumbing penetrations through p 27 . 1 ' x 8" sheathing to each bearing wall 2 - 8d common face noil /°�'� O 2. Modulus of elasticity------------1 .900,000 psi structural elements with structural engineer. Jobsite safety is the sole l I , � 3. Tension arallel to rain----------1850 si responsibility of the contractor. All methods used for construction 22. wiaer than �' x a' sheathing to 3 - ed common face nail n ^ p g P each bearing .an 4. Compression parallel to grain------2310 psi shall be in accordance with the latest edition of the UBC. �--+ 5. Compression perpendicular to grain f. It is the responsibility of the contractor to contact the structural 2a. euin-up comer swas tee �o�,mo� za• o.c. � � � arallel to lue line 750 si engineer at the appropriate time to perform site observation visits. 3' x o.t3i ' �a� ie' o.o. P 9 � P Observations visits to the bsite b the en ineer are for determination s' 14 gage stapi� ts" o.o. � /'� � 6. Horizontal shear--------- ------285 psi 1° Y 9 � 1 7. Where two members are re uired, each member shall be of general conformance with the construction documents and shall not 24. BuiH-up girder ood beams zoa common at 32' o.c. face naii at top and 4 3' x 0.131 ' rail at 24' o.e. bottom staggered on O fastened to ad " cent members with two rows 16d nails s aced be construed as inspection. oppoaite siaes )a p 3" 14 gage stapk at 24' o.c. � at 12" o.c. unless noted otherwise. Where three or four g. Though every effort is made to provide a complete and clear set of members are required, they shall be fastened together with two construction documents, discrepancies or omissions may occur. ^ rows of 1 /2" diameter thru-bolts at 24" on center unless noted Release of these drawings anticipates cooperation and continued 2 - 2oa common fuce noa at ends and at . � � /-� Q otherwise. communication between the contractor, architect and engineer to 3 - 3' : 0.131 " nail ��h gP�KK �,/ 1 T � provide the best possible structure. These drawings have been 3 - 3' ta qaqe staPie `./ n. Framing Notes: y5- 2" a„ks � se commo" ot ead� benrc"e O °� 1 . Exterior walis: prepared for the use of a qualified contractor experienced in the a ^ A. All exterior walls are 2X6 studs � 16" o.c. to a maximum construction techniques and systems depicted. 2s. cdiar ue to ratter 3 - tod common face naa height of 12'-6", 2X6 studs O 12" o.c. to a maximum a - 3' z o.131 ' na�i � � height of 14'-6", and (2)-2X6 studs � 16" to a maximum 4 - 3' 14 goge stape tace na�i height of 17'-4" unless otherwise noted. Cap with a 27. ,kck rofter to hip 3 - 1od common toenail double top plate installed to provide overlapping at 4 - 3' z o.t31 " na�i � � � corners and at intersections with other partitions. If a - 3' 14 goge staple overlap is not possibie, strap top lates with metal strap � � ties (Simpson ST292 or equivalent� 2 - isd common taoa oa�t � � B. Floor or roof framing members must be aligned to bear 3 - 3' x o.� 3� " nail within 5 inches of the studs beneath. 3 - s' 14 gage stapi� /�j C. Provide 7/16" thick APA rated sheathing (plywood or 28. Roof rafter to 2-by ridge beam 2 - tsd common toenai� � � OSB) rated 24/16, exposure 1 , at exterior face of exterior 3 - 3' x o.t3� " na�i walls. Block all horizontal joints. 3 - 3' �a gage staple o D. Provide (3)-2X70 headers over all door and window openings unless otherwise indicated. 2 - � sd common face naii � E. At beam beoring locations in stud walis, provide multiple- 3 - 3' x o.t3t' naii 3 - 3' 14 gage ataple stud posts equol to width of bearing member unless 29. .ioret to band )o�at 3 - t5d common face naa noted otherwise. 5 - 3' x 0_t3t' nat� 2. Interior load bearing walis: A. Interior load bearing walls are 2X4 or 2X6 studs (as 5 - 3 14 gage staple indicated on plan) � 16" a.c. with 1 /2° gypsum 30. Ledger strip 3 - � sd cammon tace na�� wallboard both sides unless noted otherwise. Cap with a a - 3' x o.t3t° naii 4 - 3' 14 gage stople double top plate installed to provide overlapping at corners and at intersections with other partitions. If 3� . wood stn,eturoi pane� and particteboard. 1/2' and kss 8du (per KttM�" overlap is not possible, strap top plates with metal strap s�nnoor. roof and wan sneatninq 2 3/a' x o.t3t naa" ties (Simpson ST292 or equivalent). (to tmming): t a/a' x ts qaqe° B. Floor or roof framing members must be aligned to bear �e/32' to 3/¢' sd (per KRIA)a 2 3/8' x 0.131 ' naiP within 5 inches of the studs beneath. 2� � s 9°9°° LRH C. Provide (2)-2X10 heoders over all openings in wall uniess 7/e' to 1 ' ea° designed by noted otherwise. dfUwfl by MSV D. At beam bearin locations in stud wails, rovide mulit le- � 1{8' to � t/4' tod° or ed• y p p Sngb Floor (combinatian subfloor- 3/4 and lesa 8d (per KRM)a stud posts equal to width of bearing member unless undeAaymeM to Tmming): 7/B' to � ' ed• checked by noted otherwise. 1 1/8' w 1 1/4' tod° or 8d° 3. Floor Construction: 32. Panel aiding (to framing) 1/2' or leas Bd� ISSU2d A. Provide 3/4" thick APA roted Sturdifloor rated 24° s/e' eaT o.c., tongue and groove exposure 1 . Glue and nail panels to all supports. Install sheathing with long 33. Rberboard aheathing? 1/2' No. 11 goge roofing naiP PERMIT 08 2� �2 dimension perpendicular to joists and end joints sd commo� �a�i staggered. / tao. ts � stap� B. Provide solid blocking between floor joists at all beoring 25 32' No. tt roof� nail" Sd common nail locations. Blocking material shall match the floor joist No. � s gage atapie' material. 3a. Interior pa�nq i/a' 4d� 4. Roof Construction: 3�8- �k A. Provide 5/8" thick APA plywood Sheathing rated 32/16, rio�s ro Tne� 2w4.a.t exposure 1 . Install sheathing with long dimension perpendicular t0 rafters Of tfUSS2S and end joints For SI: 1 inch = 25.4mm. 2 3/8� x 0.113' rwiis ond 3� x 0.131 � noils are standard 8d and lOd Gun rmils. staggered. B. Plywood sheathing shall be applied continuously over the a. common or eox naas aro permiNed W ne uaed ezeept wnere otnerw�ee atated. primary foof inembefs (rafters or trusses� below b. Nails ap«:ed at 6 incMa on center at edges, 12 inches at intertnediate supports except 6 inches at supports where overframed areas to provide adequate lateral stability. apans ara 4a inches o� morc. Fw rwa�nq of wood structural parret a�M particbboard diapAragms and snear wans, refer to Section 2305. Naila for woll sheathing are pertnitted to ba common, box or casirg. C. Provide wind/seismic anchors at supports for all roof c. com�rw� or eetormed gno�k. sheet joists and trusses. See nailing schedule. d. Common D. Provide solid blocking between roof rafters, trusses and a. oerormea snaok. lookouts at all beorin locations. Blockin material sha�l t. corros�on-res�atant a�ainq or caeing na�i. g 9 g. Fastenen spaced 3 inchas on oenter at exterior edges and 6 inches on eeMer at intermediate supports. match rafter, L�usS ChOfd, o� lookout material. h. corroaion-reaistont roofing nala with 7/16-inch diamMer head and 1 1/2 inch length for 1/2-inch sheathing and 5. wnd Bracing: t 3/4 inch length for 25/32-inch aheaMing. A. Walls over 4 feet long which are sheathed with gypsum �. Corros�on-resistant ewaea wdr, nominal 7/16-inch crown and t �/a incn ienqth for t/z-incn sneatn�nq and � �/2 inch � � WOIIbOO�d on both faces Ofld UfC indicated OS Sh60f Wa��S length for 25/32-ineh sheathing. Panel aupports at 16 inches (20 inches if strength axis is the long direction of on lan have been desi ned to resist wind forces in tne Panet, unbsa aherw� marked). p g j. Casing or finish nals spaced 6 inehes on panel edgea, 12 inches at intermediate supports. accordance with Table 2rJ-I of the I�BC. k Panel eupports as 24 incl�es. Caeing or finiah nails spaced 6 inchea on panel edges, 12 inches at intertnediate supports. 8. At shear walls, screw 1 /2" gypsum wallboard to all studs i. For root aneathinq appicot�ons, ad rwas a�e the mtn�mum ra{uired for wood strucwrai paaeis and to top and bottom plates with //8 X 1 1 /8° drywall m. Staples shall hwe a mtn�mum crown :�dtn of 7/16 inch. SCfCWS at 7� TOXimUlTl 3 4CIf1 _ n. For roof sheathirg applicatana, fastenen spaced at 4 ineheg on center at edgea, 8 inches at intartnediate aupports. C. Exterior plyWOOd or OSB all sheathing is required unless o. Fasterrera spaced 4 inches on center at edges, 8 inches at intermediate supporta fw subfbor and wall aheathing and 3 inches on ceMer at edges, 6 inehes at intertnediote aupports for roof aheathirg. specifical�y deleted by engineer. p. Fastenms spaced 4 inchea on center ot edgea. e inches at intertn�ate aupporta. J �B # 0205 - 18 q. ttema noted as 'per KRM' have been ehorged from the IBC seheduk to a moro restrictive rcquirement. y��F.Q.....�33y�y W �� iJ m ;d ; c O : ' _ O : • � �L .� �a aOj• ,,,,. 'E`o pR0 �FJ �s �FJ �s F �s F �s + + + + �ss �ss �ss �ss [ rn (E) W16 x 36 (E) W16 x 26 (E) Wt6 x 36 (E) Wt6 x 26 �m � n T� — 'rT !T� — T�'— —f—T — �T 8 —�— T —,�� — T—(— TT — TT 8 -o rn '� I i I � �8253'r4) I I I I I I I I � OPEN � I �(5383 r2) I I I I 1 I I I Z i I � I I I I I I I I I I I i I � RE: ARCH � I I I I 1 � I I I � d. 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(XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. 1 . POSTS BELOW ARE INDICATED: 0 NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � PERMIT 08 /21 /02 2. ° O " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 2. NEW FLOOR SHEATHING IS 9/76" CORRUGA7ED METAL DECK W 2.5" CONC. TOPPING TO MATCH EXISIING 3. (XXX'-XX") INDICATES TOP OF SlEEL BEAM ELEVATION. 4. " O " INDICATES CONNECTION TYPE - REF. St FQR SCHEDULE. sheet s � JOB # 0205 - 18 � �s � �s �' + + '� m o, � 7ss 1'�•s U "U rn � Z II (E) W78 x 35 (E) W72 x 27 �J//��j �\� (E) W 12x14 p N o � � � r Tj�+r Q� �T� � �8�{_p� T�— � l l J � Of Ol \ / —��- 'r'�— T —Ir—i (E) W � 12x27�8- ELO ) � — �— u �-- p, Q I I I I I I I I I I I t i Z I I I I I I I I � I I I I �� OPEN �� I I I I I I i I • a � � 4 li I I I I I I 1 I i I I 1 I I 4 I I I I I I � I- � II I I I I E) 14 H4 I I I i a' I I �E) � Q H3 I i _ I I Q�' I I I � I I I I I � J � I I I I ��IQ I I I I I I I � N � � II I I I I I I I I I � I � � I 1 � 'y I I f I 1 I i I I Z �' � � � 11 I � I 1 I I I 1 1 1 I I I I I I 4, I I I I ! I I I O � d. � 11 I I I I E 1N72 x 127 1 I I I ' i I i I I I I I I I I I I I � � x ( ) E W 12x27 RIDGE BEAM A 2 � i— �-►-- � -+ � — i � — �� — � �-- � -+ � — i � — �i — � �-- � A 2 -J-r--L i— -�r—`-i- -r- o 0 E) C6 x 8.21I I I I I � � I I I I I I Q�`' I I I I I J L4 x1 /4x '-6 / � � �(827�'-0) II 1 � I I I I I I I I I I I I I I i I /Y � m a Q� FIELD WELDI G ALL " o J I I II { i I I $273'- I I I I f I I 'S � ) 14 �H3 � � I � AROU D li � a > Il � I I I O.SLA I I I I I • I 1 Y N I I I I I I I I I I I I I I I I � I I I I I � S4 (N) 12x 2 , I I � �� I � � � � I � � � � � � � � � � � � i ( � � �� ) � � � � � � � � �� E� G� 2 % 2�.7 � � � � � � � { � W W I (E) 17 4 H4 � I (E) 12 x�0.7 II I � _L - 1___ .� _ � _ — � — L_ -1 — � � I _ � — L � y Q . � i n i �s2�3'-0)� i I � � I i i u i � � � � _ \ { � � � � _ II I . I • I M i '� � i `�' "� c" ' N � � I I I I I � I � '° I n I p �1 `� O X ro � n J N x N I I II I p N ' I I r. N N OPEN N N Oa ,1 , � U n �t II { M � N \ x ") � � ;.� � � II I X N I � I � x 2 " c.� ` N �. L �� NI � Z �..,� N I �� fi I � � N �j I V U I X r� � x $4 � v � � � �� h I i I i 3 h $4 �� ..� N N � ^ �J I I II I 3 . J �' � i v w . 3 � � �s I � � II 1 wl � ` � I � w °° �6` W vl + �S � � I I I I OPEN TO BELOW � � +�ss � SIMP(OP �SSU210 � • rT� S �� I I I i i �� , � (E� wi 2 X z� i � A --r- �- �—T ` s) w � z X 2� ( _ , F� - A� � � I I (8273'-0) �� I r� � I I I I I I 1 4" FITTED WEB -�/ a �c. I ' I • �y I • I J . I I I I I • . . �y � � � � � � I I I I 6, I I I rY6, � I I { I { I I � INTERMEDIATE BRG. s I s � � � � • � • ! + � � • � + � �" � ) 14 �H3 I I + + d* + , i� ; � , f � ss � � � ss � � � � � Z Z ss ; � I ss � O � . � . � . � � � � � � i � i � � i � i � i i i i i U U �� A U . � � . � OPEN TO BELOW . , � • � ' I I I I I ' � '-IL - - - - - - - - - - -.- - - - - - - - - - -� - - - - - - - - - - - - �-' � . ,y . . �2J � Q I I � I � i '�s i I '�s,� � � a 1 I I I � i �+ �+ 1 I + '�+ , � � � I i � 1 � I � � I I R o ^ ^ � Zo.�o.. � , a•-o• zo� � o- � , o•-o- � � � j i � � � 14 15 16 14 15 16 � � � � 0 � ' designed by LRH drawn by MSV checked by N OR TH issued UPPER FLOOR FRAMING PLAN SCALE: 1 /4�� - , � - o�� ROOF FRAMING PLAN SCALE : 1 4�� _ , � - o�� PERMfT OS /21 /02 PLAN NOTES: PLAN NOTES: 1 . POSTS BELOW ARE INDICATED: � NON-CONTINUOUS POSTS FROM ABOVE ARE INDICAIED: � 1 . POSTS BELOW ARE INDICATED: � NON-CONTiNUOUS POSTS FROM ABOVE ARE INDICATED: � 2. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR. EXP. 1 , SPAN 2. ROOF SHEATHING IS 5/8° APA RA7ED SHEATHING, EXP.1 , SPAN RATiNG 40/20. RATING 20 O.C. 3. " Q ° INDICATES CONNECl10N TYPE. 3. (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. 4. ROOF BEAMS ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 5. ALL ROOF RAFTERS ARE: 2x72's O 24", TYPICAL, UNLESS NOTED OTHERWISE. sheet S3 JOB # 0205- 18 (E) W 12x27 RIDGE BEAM � rn � M � U � °� � Z II _ � � � � rnrn � O Z O� I�Q Q � .�... F- � J � (N) W 12x22 W/ � � J L4x4x1 /4x0'-6 Z � � ua0i 3/16" FIELD WELDED p � � `O ro (N) W 10x26 U x o i � � m U 3 � __-_- � � � a � a > CAP f�' 1 /2 x BM WIDTH x 0'- 10 Y N 3/16° NEW DORMER OUTLINE TS 3x3x1 /4 Q��' � 6 Svo O� ,2+,� ,�I2 . lN� � `�l c ., n � n � � 1 o R� ` � � 3/16" � � � . � � ^ i--� � � 3/i6' � � � � 1-a (E) W 6x15.5 � � O (N) TS 3x3x1 /4 � � � 1--1 � � � � � � � � F� J L4x4x1 /4x0'-6 W/ FIELD WELDED (N) W 12x22 � I�—� (N) TS 2x2x1 /4 JOISTS W/ - - - - - - - - - - - - - - — _ , _ - - - - - - - - - - (N) TS 4x2x1 /4RIM 9�� 6 CORRUGATED METAL DECK & 2 2.5" CONC. TOPPING ' KNIFE R 1 /4x6x0'-10 a } ' W/ (2) 3/4" 0 THRU—BOLTS � � EA. LEG EXISTING BAR JOISTS (2) 1 3/4 x 11 7/8 LVL � VALLEY BEAM � (2) 1 3/4 x 11 7/8 LVL 1 VALLEY BEAM 9 y LRH 3/� s" � desi ned b � drawn by MSV 3 is" i (N) w � oX2s checked by / � issued � PERMIT 08 /21 /02 2 SCALE: 1 2" = 1 '- O" 1 SCALE: 3 4" = 1 '- 0" S4 S4 sheet S4 JOB # 0205 - 18 , „ x, � � Eotl . ,; � . Town of Vail � Building Safety and Inspection Services 75 . South Frontage Rd. Vail, Colorado 81657 (970)479-2138 P al n correction based on , . ---- - _ . ..-The 1997 Uniform Building Code :� � . _ _ _ . .. _ _ -- Date: September 23 , 2002 Project Number: B02-0279 Project Name : Lemwood Addition/remodel Contractor: Shaw Construction Address : 600 Vail Valley Dr. Pinos Del Norte Unit S Occupancy: R1 Architect: Raymond E Story Jr. Construction: III 1 -HR Engineer: Kimberly R McGhee Report By: Charlie Davis __ _ _ _ - Items<Ii� ted-in=italics show corrections, responses and requiremenls for co�le co�npliance. � NOTE : The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC . It is a guide to selected sections of the code . # SHEET IDENTIFICATION CORRECTION REQUIRED ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 1 . None Provided Provide a complete site plan showing all structures, dimensions, and public ways .to be used in determining location of the exterior walls and what type of fire- resistive construction is required per Table 5 -A. — Sec . 1063 .3 . It is assumed that the exterior wall for this einit is located 21 'from the public way (bike path greater than 10 ' in width) . 2 . All Pages Glazing in a hazardous location is required to be glazed with safety ' material. -- Sec. 24063 & Sec. 2406 .4 No window/door schedule provided. Patrick with Nedbo Constreection will fi�lly comply with these sections of the 97 UBC. 3 . S-1 General Notes Exterior wall construction shall be non-combustible materials. Table 5 -A. Exterior Wall construction may be constructed of Fire-Retardant-Treated- Wood if both sides of the wall are constructed of Non-Combustible materials. Sec . 503 .4.3 Assemblies have been submitted see attached items. The wall construction a[lowed can be 1 -HR fire-resistive construction dc�e to location on property. 4 . A1 Wood veneer is proposed for the exterior of this building. Wood veneer is not allowed in areas greater than 35 ' and depending on the type of wall construction proposed, may not be allowed. —Sec . 601 . 5 .4 #2 & 503 .43 . Fire-Retardant- Treatecl- Wood will be allowed to be ecsed for wall framing, provicted that the exterior sheathing is S/8 " type X drywall. Wood veneer is also allowed to match the existing building provided that the new veneer is Fire-Retardant- Treated- Woocl and the rest of the building is treated with a fire- retarc�ant/resistive paint. 5 . All Pages Not Show❑ This area is required to have an automatic sprinkler system. -- Sec . 904 .2 . 1 . The Town ' s Fire Department has issued a retro-sprinkler order for this building. Nedbo Construction has cornmitted to installing a fi�ll fire protection system. Design for this assembly must be submitted, approved and inspected by the Yail Fire Department prior to a rocigh framing inspection occurring by the Town of vail ' Builcling Department. 6 . S1 General Notes Exterior wall assemblies must be 1 -HR Fire-Resistive construction if walls are located closer than 40' from the property line or to another building. Provide assembly identification. — Table 5 -A. The assembly for the exterior walls has been submitted. See attached information. 7 . A1 Roof/ceiling assembly must be 1 -HR Fire-Resistive assemblies. Provide assembly proposed to be used. — Table 6-A. A 1 -HR assembly has been sa�bmitted. See attached. 8 . All Sheets Roof assembly shall be a Class "B" rated assembly. Nothing shown on submittal . — Table 15-A. Class B rated shingles will be used. 9 . All Sheets All Building code non-conformities discovered during the course of construction shall be addressed in an approved manner. — Sec . 34003 .2 10. A1 How is access to an exit from the loft level being obtained? No .access to an exit is shown on the submitted documents. A spiral staircase is not allowed due to fact that more than 400 square feet of floor area is being served. — Sec . 1004 . 23 . 1 & 1003 . 3 .3 . 8. 2 . Access to the lojt is by an existing spiral staircase and no additional floor area or work is occurring in the loft level. 11 . S1 Provide information of what type of assembly will be used to protect structural elements of building. -- Sec. 704, Table 6-A & 7-A. See attached assembly proposed to be used. 12 . All pages Smoke detectors are required in all bedrooms or rooms used for sleeping purposes. — Sec. 310.9 . 1 .2 . This is not a complete list of corrections required. Any revisions to these documents must be submitted and approved by The Town of Vail Building department prior to construction occurring. � /� � ; � 1997 UNIFORM BUILDING CODE TABLE 7-B � �%�� .�-- � � . . � ' TABLE 7-B-RATED FiRE-RESISTlVE PERIODS FOA VAFtiOUS WALLS AMD PARTlTIONSa�� -(Continued) MINIMUM FINISHED THICKNESS FACE-TO-FACEZ (inches) , � x 25.ator mm �� ITEM CONSTRUCTION ,. . . - - 4 .Hc. MATERIAL NUMBER . . . . . - - . . 3Nr. _ 2 Hr._ . . � 1 Hr. - � _ . .- -- . __._ .. _ _ . . _ _ . ____ . _ . . _. _ . ' �� ._- . _ - - - 2" by-6=' (51 mm by 152-mm) fire-retardant-treated wood -studs-lfi"-(�406-mm)' ori- -- �� --"�_ ___ _-_- --. , i r center. Interior face has two layers of '/g° (159 mm) Type Y gypsum wallboard� with i the base layer placed vertically and attached with 6d box nails 13" (305 mm) on � 1 center. The face layer is placed horizontally and attached with 3d box �ails 8" (203 � � mm) on centec at joints and 12" (305 mm) on center elsewhere. The exterior face fias a ; � base layer of �/g" (1� .9 mm) Type X �ypsum wallboard placed vertically with 6d box � � � { nails 3" (2Q3 mm) on center at joints and 12° (305 mm) on center elsewhere . An � � 17, 13 approved building paper is next applied, followed by self-furred exterior lath attached $1�� ; �; i I18-1 .6 � with 21/�" (63 .� mm), No. 12 �age galvanized roofing nails with a 3/g" (9.5 mm) � � diameter head and spaced 6° (1�2 mm) on center alon� each stud. Cement plaster . consisting of a i/�" (12.7 mm) brown coat is then applied. Tlie scratch coat is mixed in 1� I the pcopottion of 1 :3 by weight, cement to sand with 10 pounds (4.54 kg) of hydrated ; � ; � lime and 3 pounds (1 .36 kg) of approved additives or admixtures per sack of cement. `, ' i The brown coat is mixed in the proportion of 1 :4 by wei�ht, cement to sand with the � � same amounts of hydrated lime and approved additives or admixtures used in the :;. � � ;l.l,.------ -scratch coat.- - - --- -- --- - ---�_ __ - - --- - -- - -- - -- - -- --- -- - - - _ � ' \ �`- "'"' 2" by 6° (51 mm by 152 mm) wood studs 16" (�lO6 mm) on centec The exterior face ' '' ` ' - ' =`? has a layer of '/g" ('15.9 mm) Type X gypsum wallboard� placed vertically with 6d box nails 3" (203 mm) on center at joints and 12" (30� mm) on center elsewhere. An approved building paper is next applied, followed by 1 (25 mm) by No. 18 oage self-furred esterior lath attached with 8d by 21/�" (63.5 mm) lon� galvanized roofing „ �.'" `i nails spaced 6" (152 mm) on center along each stud. Cement plaster consisting of a 1/�° (12.7 mm) scratch coat, a bonding agent and a 1/�" (12.7 mm) browq coat and a ', finish coat is then applied. The scratch coat is mixed io the proportion of 1:3 by : weight, cement to sand with 10 pounds (4.54 k�) of hydrated lime and 3 pounds (1.36 �i_:',� 18-1 .717, 1s kg) of approved additives or admixtures per sack of cement. The brown coat is mixed 83/s - in the proportion of 1 :4 by weight, cement to sand with the same amounts ot hydrated :� ;,'_; licne and approved additives or admix[ures used in tLe scratcli coat. Tiie interior is covered tivith' '/g° (95 mm) �ypsum lath with 1" (25 mm) hesagonal mesh of 0.035 18. Exterior or inch (0.3� mm) (No. 20 B. W. ga�e) woven �vire lath furred out �/� �" (8 mm) and 1 " ' interior walls (?5 mm) perlite or vermiculite gypsum plaster. Latfi nailed with 11/g" (28.6 mm) by No. 13 gage Uy 19/�a" (7S mm) l�ead plasterboard blued pails spaced 5" (127 mm) on i (cont.) center. Niesh attached by 1'/q' (44.5 mm) by No. 12 ga�e by '/g" (95 nun) head nails with '/g' (9.5 mm) furrings, spaced 3" (203 mm) on center. The plaster mix shall not a exceed 100 �ounds (4� .4 k�) of gypsum to 21/? cubic feet (0.071 m') of aggregate. .� �Fj 2" by 6" (51 mm by 1�2 mm) wood studs 16° (406 mm) on center. The exterior face �:��"�� has a layer of �/g" (15 .9 mm) Type Y gypsum wallboard� placed vei'tically with (id � � box nails S" (203 mm) on center at joints and 12" (305 mm) on center elsewhere. An "�-<°'::' approved building paper is next applied, followed by 11/Z° (38 mm) by No. 17 ga�e ` � ; self-furred exterior latli attached with 3d by 21/?" (63 .5 mm) lono balvanized roofing �?� nails spaced 6" (li3 mm) on center aloog each stud. Cement plaster coneisting of a , � .� 1/�" (12.7 mm) scratch co�t, and a �/�" (12.7 mm) brown coat is then applied. The plaster may be placed by machine. The scratch coat is mixed in the proportion of 1:4 13-1 .8i7, ts liy weight, plastic cement rosand. The brown coat is mixed in the proportion of 1 :5 by $3/g - � ; weight, plastic cement to sand. The interior is covered with 3/g° (9.� mm) gypsum la[h with 1" (25 mm) hexagonal mesh of No. 20 �age woven wire lath furred out 5/16�� 8 R- mm) and 1' (25 mm) pedite or vermiculite gypsum plaster. Lath nailed with 11/g" � < ; � �- (28.6 mm) by No. 13 gage by 19/64" (7•5 mm) head plasterboard blued nails spaced 5" '� �-- (127 mm) on center. Mesh attached by 13/a° (44.5 mm) by [Yo. 12 gage by 3/g" (9.5 ,�t,,�_ 'r , mm) head nails with 3/g° (9.5 mm) furrin�s, spaced 3" (203 mm) on centec The 4 r,: .. , plasfer mix shal] not exceed 100 pounds (�5.4 kg) of �ypsum to 21/� cuUic feet (0.071 '_ � _ m3) of aagregate. , �; • ; 4" (1�2 mm) No. 13 gage, nonload-Uearing metal studs, 16" (406 mm) on center, with ; 1" (2� mm) portland cement lime plaster [measured Yrom the back sidz of the � � : 3 .4-pound (1 .54 ko) expanded metal lath] oi� the exterior surPace. Interiar sucface to 3 `� = be covered �vith 1' (25 mm) of gypsum plaster oi� 3.4-pound (L�4 kg) expauded � ,,,y� ti . ', 18-1 .9 metal latti proportioned by weight-12 for scratch cuat, 1 :3 for brown, gypsum to � 1��6 �� - - sand. Lath on one side of the partition fastened to 1/q° (6.4 mm) diameter pencil rods , , supported by No. 20 ga�e metal clips, lucated 16° (406 mm) on ceater vertically; on � - each stud . 3" (76 mm) thick mineral fibei insulating batts fnction f:t[ed between the < E=' " studs. ,�„�,.,,,.,�.: � ��; „ , ;<,a . � „'"`� `� �„ _ (Conti�tued) , .- , - ��< "`��:;. _ x � � - � � a � F Sf y j.- . �... _ .�'r�``u.L{- - r ar` �7 ; �� ^ � �_ * , ''i'`�+i,: . r� [*' r �-3-.;a= - � Si �" T-fs '4s„_:*R�.,c__ `s= ��_''t _ �, h 1 -83 i � , 4 �^`�.;"X' k -Th i' �.-`�- � ._ _ m.1- .... _ ._ - jii;� �j I�� ; 1997 UNIFORM BUILDING CODE � TABLE 5-A ' , ' � � � � - � � � � ��_: �� . �{ << . � � �, �'i TABLE 5-A—EXTERIOR WALL AND OPENING PROTECTION BASED ON LOCATION ON " � ;�; PROPERTY FOR ALL CONSTRUCTION TYPES� .2�3—(Continued) � , �� EXTERIOR WALLS ' �I �� . � ` 8ea[ing Nonbearing OPENING55 �� t�`` �� Distances are measured to property lines (see Section 503). ,��;�'„ �� ' � � - OCCUPANCY CONSTRUCTION � � : z�ra: GROUPa TypE x 304.8 for mm ' ��, !'' �' I-F.R. Four-hour N/C Four-hour N/C Iess than 40 feet Protected less than 60 feet � � k�� . '� II-F.R. One-hour N!C less than 60 feet i'�: 1 i.' �� i: ,�... III One-hour NR N/C elsewhere I.'� �,,! �»»�.�. , ��3 . III-N ; �i � �� N-H.T. �� I : � � � II One-hour One-hour N/C Same as bearing, except NR, Protected less than 60 feet '�fl : � ��fr' � �,� � H-5� . N/C 60 feet or greater i;� � i i ! i �"�� II-N One-hour N/C less than 60 feet Same as bearin Protected less than 60 feet I', ' `�`-_ � i . , ��,;; NR, N/C eisewhere �!��" �'�� V One-hour One-hour � Same as bea�ing � Protected less than 60 feet ��'�j�� '� V-N One-hour less than 60 feet Same as bearing Protected less than 60 feet I,'''i;j' �� ; � , �'�sr NR elsewhere � i , ;� ��r I-1.� I-F.R. Four-hour N/C Four-hour N/C less than 5 feet Not permitted less than 5 feet ,�ji�ii!' , ': ��, r I-1 ._ II-F.R. Two-hour N/C� less than 20 feet Protected less than 20 feet il;� r ,�� . �. �` I-Z One-hour N/C less than 40 feet f ' li � • I'' NR, N/C elsewhere I,'� i i � ' � � � II One-hour Two-hour N/C less than 5 feet Same as bearing except Not permitted less than 5 Peet �il� 'i � �� I- 1. 1 One-hour N/C etsewhere NR, N/C 40 feet or greater Protected less than 1Q fe e t , I" , � I-1 .2 I � �ti, n � �� ` 1_32 V One-hour Two-hour less than 5 feet Same as bearing � Not permitted less Yhan 5 feet ' i;�' � ' i � E� • One-hour elsewhere Protected less than 10 feet ;�h�j� � � ,I ' ' ��-� ' I-i . l II-N ;Il�i,�, , ; i , ' ; ��,, � :. I-1 .2 III-N �� i' 1,,� ,�, �� g,, I-2 �_N These occupancies ace not allowed in buildings of these coastruction types.� pii!� , �� , y' ��,. � �� I 3 il�'�; ; ' '� ��`� � � 9; i i , i� ��: �, ., . I-3 IV-H.T. Group I, Division 3 Occupancies aze not allowed in buildings of this construction type. � I ; , �a i I-1 . 1 III One-hour Four-hour N/C Same as bearing except Noc permitted iess than 5 feet ,I�i' ;', ii i , I ��"'c;, I-1 .2 NR, N/C 40 feet or greater Protected less than 20 feet ,i�i;i'i i � �i ; ? I-2 I � ,Ijii � I � z'` ' I-3 II�� ,+ �I � i , till � � ,d a., I-1 .1 IV-H.T. Four-hour N/C Same as bearing except Not pecmitted less than 5 feet I �I��i' � � � � �'" ` I- 1.2 NR, N/C 40 feet or greater ProtecCed less th�n 20 feet �I ��; � ,, � .i � - 1-2 i Fil,, I ,. � '� �� ' ' i ' ;I �3* : II One-hour One-hour N/C Same as bearing except Not permitted less than 5 feet ��I�hj� l � � '�� "' ��'� � NR, N/C 40 feet or greater Protected less than 10 feet "I �f ! 'h� ; j' �` �-� 1 � V One-hour One-hour Same as bearin� �I � ��;�� i ,� , I . b Not permitted less than 5 feet � „��;�� I'i „ '�� '�" Protected less than 10 feet � ' i , , r �� I-F.R. Four-hour N/C less thao 3 feet Four-hour N/C less than 3 feet Not permitted less than 3 feet �I� �I�"� � i �; � ' . �� II-F.R. Two-hour N/C elsewhere Two-hour N/C less than 20 feet Protected less than 20 feet i �'i�;�,i i '„ �� i � `T—II�One-bour ?� �� ifi�i � � , ��= :One=hour NyC�less�than-40`feet- - -� i i� �!�� litij,�, , �r = _III=N— ' NR-N/C'-elsewhe�e - - N 'r: ' ' � � '� :� - IV-H.T. � i I?�!li' ' �I I�! I � �li '� �� II One-hour Ooe-hour N/C Same as bearing except Not permitted less than 5 feet ' II� � �'i �� II' iii � � ` ��;,% NR, N/C 40 feet or greater ��, II!,I � �� i �� ' � '� � �� II-N One-hour N/C less than 5 feet Same as bearing Not permitted less than 5 feet f�� '� � � � �� ,� 5� NR, N/C elsewhere �i'i �; '� , � � I ,�..' �II � � u. �' ' V One-hour One-hour Same as bearing Not permitted less than 5 feet IFI ,;I � i I 'I IY�" V-N One-hour less than 5 feet Same as bearing Not permitted less than 5 Peet �' �` ' : F '��-= NR elsewhere � � , 'I' ;� � ,;, I-F.R. Four-hour N/C Four-hour N/C less than 3 feet Not permitted less than 3 feet � ; „i� , ! �y� lI-F.R. Two-hour N/C less than 20 feet Protected less than ZO feet � ':° , ; �,� � III One-hour One-hour N/C less than 40 feet 'w :!; � � � Ii il � `� Tu-N NR, N/C elsewhere '�� i;�. '�, ;�; ' �i =� � � �` IV-H.T. i � ; � ,� ',i; � II One-hour One-hour N/C Same as bearing except Not permitted less than 3 feet ,I ,; i .. r ` " �' ' ' R-� NR, N/C 40 feet or trreater � ' � ` �' b lil . li „ II-N One-hour N/C less than 3 feet Same as bearing Not pecmitted less than 3 feet �' � � >�� i , � � � NR, N/C elsewhere �; ;'i ' � i , i �� ii� , !� � '� �c� V One-hour One-hour Same as bearing Not permitted less than 3 feet ; ' , "�j� �-��i �' V-N One-hour less than 3 feet Same as bearin� Not permitted less than 3 feet � ` ' " T•="�- ' NR elsewhere � !' _ , , ; Y£�'' _ �' � ; `i ,t� r (Continued) � .' � � .. '' � ` ' i: � � �,I�: : i �� ' I , :�� ' � � i �� :� � � � i ; �" � ] —57 r ` � �-. sKa � - . . �,I - � _ .. . l! '� t E I 1997 UfdIFORM BlJILDING CODE ' � , 2401 ' 2406.4 �� / � �j Chap#� r 24 � GL�,� � A�3 � GL�,�1 '� � . S ��l �DN 2401 - SCO � � SEC�lO �I 2404 - GLAZl � G S �lP �� s�T AtV � �R '��31 �1G 2401.1 General . The provisions of [his chapter apply to : 2404. 1 Support. Glass shall be firmly supported on all four edges. 1 . Exterior glass and glazing in all occupancies. E`YCEPTION: The building official may al]ow the use of glass that EYCEPTION: Groups R and U Occupancies not over three sto- is not firmly supported on all four edges when justified by an approved ries in height and located in areas with a minimum basic wind speed desi�n. less than 30 miles per hour (129 km/h). 2404.2 Framing. The framing members for each individual 2. Interior and exterior glass and glazing in all occupancies glass pane shall be designed so the deflection perpendicular to the _ subject to human impact as specified in Section 2406 and hinged �lass plane shall not esceed 1/175 of the glass edge len�th or _ shower doors in all occupancies as specified in Section 2407. /4 inch ( 19 mm), whichever is less, when subjected to the larger of � 3 . Interior glass and glazing shall comply with Section 2404. 1 , the positive or ne�ative load when loads are combined as specified in Section 1612.3 . EYCEPTION: Groups R and U Occupancies. ,- _ 4 . Skylights and sloped glazing. SECTi� i`l 2405 - LOUVERED W9NDOWS AND 2401.2 Standards. Standards for material shall be as specified JALOIlSIES in this chapter and UBC Standard 24- 1 . Regular float; wired and patterned glass in jalousies and louvered = Standards for glazing subject to human impact (hazardous loca- �'indows shall be no thinner than nominal 3/16 inch (4.76 mm) and tion) as specified in Section 2406 shall be as specified in UBC no longer than 48 inches (1219 mm) . Exposed giass edges shall be Standard 24-2. smooth. ' ` Wired giass with wire exposed on longitudinal edges shall not 2401.3 Other Provisions. See Chapter 6 of this code for addi- be used in jalousies or louvered windows . tional glass requirements where openings are required to be fire ': _ protected, and Section 2603 .4 for openings glazed with plastics. SE�T3 � i� 24t38 - SA��TY GL4Z3 �3G � 2401.4 Standarrls of Quality. The standards listed below la- � ` beled a "UBC Standard" are also listed in Chapter 35, Part II, and 2406.1. General. Glazing subject to human impact sl�all comply � are part of this code . with this section. u� 1 . UBC Standard 24-1 Flat Glass 2406.2 Identi�ication. Each li�ht of safety glazing material in- ;� � _ , ; � stalled in hazardous locations as defined in Section 2406.4 shall be - tt� 2. UBC Standard 24-2, Safety Glazing identified by a permanent label that specifies the labeler, whether - ' the manufacturer or installer, and state that safety glazing material n,.� =�' � has been utilized in such installation . For additional identificatio❑ r=r � 3 SECTIOfd 2402 - IDE�ITI �lCATION requirements and for limitation on size and use by category classi- `� fication, see UBC Standard 24-2, Part I. t� ' Each light shall bear the manufacturer 's label designating the type Each unit of tempered glass shall be permanently identified by ��=�� ,. and thickness of glass. When approved by the building official, . ' labels ma be omitted y the manufacturer. The identification shall be etched or ceramic �'�� y , provided an affidavit is furnished b the tired on the glass and be visible when the unit is �lazed. Teinpered � � glazing contractor certifying that each light is glazed in accord- � T � spandrel glass is exempted from permanent labeling but such �� ; - -: ance with approved plans and specifications. Identification of � '� . glazing in hazardous locations shall be in accordance with Section 51ass shall be identified by the mamifacturer with a removable pa- ' `�f;' 2406. per label. _ '� j4 �� 406.3 �-iuman Impaet Loads. Indicidual glazed areas �in haz- j ��3� � ardous loc<itions such as those indicated in Section 2406.4, includ- y� �� V � SECTIOiV 2403 - AREA L3iVil i?34TIORlS ing glazing used in fire assemblies in accordance widl Section � 713 , shall pass the test requirements of LJ33C Standard 24-?, Part I. ' ��"`� � ' ` ` G(ass in windo�vs, curtain ancl window walls, skylights, doors, and ` �,�� - EYCEPTIONS: 1 . Louvered windows aud jalousies complying � �other exterior applications shall be chosen to withstand the loads � � `��` � � '_�for claddin as set forth in Cha ter 16 Division III. with Section 2405 need not comply witl� Sectiou 2406.3 . � x � �ck�t r - � P ' 2 . Pulished wired elass complying wit6 UBC Stand:ud ?�-2, Part -�"` � ~ „ II, may be used in smoke and draft control and fire assemblies. � , � =�� `�� , ;. The area of individual Ii�hts shall not be more than as seC forth in ��-��,��, Graph 24- 1 , as adjusted by Table 24-A. Glass sizing for skylight Plastic glazing used in exterior applications also shall comply sz�� applications shall be� adjusted per Section 2409 .5 . with the 4veatherinb requirements in UBC Standard 24-2, Par� II. � ' �` ; ` �'�� .� � - Graph 24-1 is applicable to rectangular alass firmly supported 2406.4 Hazardous Locations. The following shall be consid- � _��;.�,�� s�� -� � on all four edges. � ered specific hazardous locations for the purposes of ,lazing : '"` ;� � '' ' ' When approved by the building official , alternate means for se - 1 . Glazing in in�ress and egress doors except jalousies. �� , � lecting g1�5s may be used in place of Graph 24- 1 and Table 24-A. , _�� ; 2. Glazing in fi:ced and sliding panels of slidin� door assem- TT� � Glass and � � blies and anels in swintrinQ doors other than wardrobe doors . -� ��$ � �� lazing subject to ice or snow loads shall be desianed p � � �.�t , �� , �n �n accordance with Cha ter 16. � �-�� -w fu � � P 3 . Glazing in storm doors. � r �� x � r��^:�� r-"�4 k ,.. 1 -257 +�� n`,.��; -` �a _ , r ` �� _[f k��M.�i K 2406.4 1997 UNiFORM BUILDIN �� 2408 .2 . • G �pp '� z``��_��,� ':� � , , �. E � . a,-��,-�q-c�- - ; t ' ._.-�.�,��,.°� "�ei �.'a . p .s3��5.�,s N � A_ £k-F."�ss Y°' �C L 4. Glazina in all unframed swinain� doors . ?� � `�"�� '��' "'�' ' � � � -406.5 � ardrobe Doors. Glazing in wardrobe doors sh �ill meet '{��= $ `h`�� the impact test requirements for safety glazing as set forth in " : ��x��,,SE� � . Glazing in doors and enclosures for hot tubs, wliirlpools, Standard 24-2 Part II. Laminated glass must also meet the bo��BC �" ' .� >�� S� �� : saunas, steam rooms, bathtubs and showers . Glazing in any por- requireinents of UBC Standard 24-2 Part II. St"� ��'� r�Z40 tion of a buildin� wall enclosing these compartments where the ' � �- 2 E iQ..F?L].\�C F C 'Y bottom exposed edge of the �lazing is less than 60 inches (152� �r Ek CEPTION: The impac[ test shall be modified so th<,[ ,f �a�;,� ��;� ot}i� mm) above <t standing surflce and drain inlet. ,,e occurs when the impacting object is dropped fiom the heitih� ;r 1,�� at ? of 18 incl�es �457 mm), the test shall progress in height increments o� r < � � �� gj3 6. Glazing in fixed or operable panels adjacent to a door where 6 inches (15_.5 mm) until the maxin,um of 4s inches (1219 mm� �S .s = � .:�; � {. §� . the nearest e�posed ed�e of the glazing is u�ithin a 24-inch (610 reached. __ �� -� � � r�, * �� . 241 mm) arc of. either vertical ed;e of the door in a closed osition ancl � � �"� � � ., ss � ��» � 7an` P 2=1�6.0 �[ass 7t'casiiazgs. Glass used as structural balustrade 1Q ,; -� f;y � � ,- where the bottom exposed edge of the slazing is less than 60 in- els in railin�s shall be one of the followin� t5�pes : P �� A � set ches (1� 25 mm) above the wallcin� sw�face . � � � r �. � 1 . Single fully tempered ,�lass. � � �' , , � 7. Glazin� in an individLial fi�ed or operabl.e panel, other than � � - f� �- �` po those locations described in Items 5 anci 6; Chat meeTs a11 of the fol- �• L�ninated fiilly tempered �lass. ; � .:� �,-.,.- oc: lo� in conditions : " ' � ' � � . LaminaCed heat-strengthened glass. _ , � � , 12 - � '� pz 7. 1 Ezposed area of an individual pane ;reater than The panels and their support system shall be desi�ned to w� th ° � � , ' m 9 square feet (O . S� m'-) . stand the load specified in Table 1C,-B. A saf.ety factor of 4 shall he ;.` , �; ;� � , �� ; used. b �, „ � ��. � 7. 2 E�posed bottom edge less than 18 inches (457 mm) � N��,� � ' above the floor. Each handrail or guardrail section shall be supported by a mmi : ..,L ��,�t ¢� , - mum of three �lass balusters or otherwise supported so that it re :: �� $,u�� " �: 7.3 Exposed top edge �reater than 36 inches (97.4 mm) mains in place should one baluster panel fail . �£�, ,; �� above the ffoor. Glass balusters shall not be installed without a hanctrail or ' � ,°`� �-�� ' 2 7.4 One or more walking surfaces within 36 inches (9 ] 4 buardrail attached. 4 4 � � �� .= r : � mm) horizontally of Che plane of the glazin�. For all �lazing types, t}�e minimum �ominal thickness shall be �� `y 1/a inch (6.3� mm) . z � � � � � S. Glazi�g in railings regardless of height above a walkin� sur- � � �< �� r : face . Included are structural baluster panels and nonstructural Glazing materials shall not be installed in railings in parkin; �a- � �:t � in-fill panels . rages except for those locations where the railina is not exposed to � �� ti '` } " <u impact from vehicles . ; � � EXCEFTION: The followin� products and applications are ex- . ; „` ; � s empt from the requirements for hazardous locations as listed in Items � �,� ' 1 through s : SCCTIGi� 24�07 - FilEi! GED SFiOWER DOQRS � � 3 : 31v 1. G�lazing in Item 6 when there is a�� intervening wal] or other per- � ' manent barrier between the door and the otazin�. Hinged shower doors shall open outward . ^' �"` #, _ ,<.,,- � " ;- � .. 2. Gl�zing in [tem 7 when a protective bar is installed on ihe acces- ; �, sible sides of the glazins 3�F inches (864 mm) to 3S inches (96� mm) S �CTtOPd 2408 - Fi?.C� C.� ETBALL d�E4� D SQUAS {-{ � ` above the floor. Tl�e bar sha] I be capable o£ withstanding a horizontal ��. � _ load of 50 pounds per linear foot (729 N/m) without contacting the C� URTS ° glass and be a minimum of 11/� inches (38 mm) in height. 2408 . 1 Test 11�Iethod. Each panel of glass (including doors� in an � ae 3. Outboard pane in insulating �lass units and in other multi le , ?"; P a c t u a l i n s t a l l a t i o n o r t e s t m o c k u p s h a ll b e i m p a c t e d f r o m t h e p l a y- � ,_, ; �lazed panels in Item 7 when the bottom exposed edge of the �Iass is jnQ Side at 1 oint � 9 incl�es 1499 mm from the la mo SurfaCe '' ' 2� feef (7620 mm) or more above any grade, roof, walking surface, or ° � p � � P y � ' � ;: i other horizontal or sloped (within 45 degrees of horizontal) surface ad- and its horizontal midpoint. The impactor and test procedure shall jacenc to the gt�,ss exter;or. be as described in UBC Standard 24-2, Part I, Cate�ory II, using a � ` ' drop height of 4� inches (1219 mm). Results from a test mockup � ; 4. Openin�s in door through which a 3-inch-diameter (76.2 mm) � } � .. sphere ti�iu not pass. shall apply only to actuai installations in which the glass is no greater in either dimension and is at least as thick. Fittings and at- � ' 5. Assemblics of teaded, faceced or carved �lass in I[ems 1, 2, 6 and ' . tachments for a mockup shall be identica] to those used in actua] � 7 when used for decorative purposes. �+ ;� installations . The conditions of Section 2408 .2 shall be met. g -� 6. Curved panels in revo(ving door assemblies. },_ .+ :., -_ 7. Doors in commercial ref:rioerated cabinets. 240�.2 End Point Conditions. The following conditions Shall �' • � 8. Glass block panets compt5�i�g with Section 211U . be met �vhen the glass is impacted as described in Section 2408 . 1. : �`___: . �> .. r . r :. 1 . The glass shall not break. y ` - 9. Glazin� in walls and fences used as the barrier for indoor and �_ :�- , outdoor s�vimming pools and spas wlien all of the followin� 2. Deflection at the point of impact shall not exceed 1��/� inches �^ � � � � ;.,``': : conditions are present: (38 mm) . �;;::_:, � : ;. 9 . 1 The bottom edge of the glazin� is less thvi 60 inches 3 . Door hardware shall remain intact and operable. �';;., . ��.��. . . (1�2� mm) above the pool sicle of the glazing. 4. The deflection of the door ed�es sha11 be no ,�reater than dle �:`:; 9.2 The « . following for the listed drop heighcs. The impactar and procedures t,:: ' �lazing is within � f.eet (] 52� inm) o�f a swimming shall be as indicated in Section 2408 . 1 . ` � pool or spa watei's edge . i ,< I�rop Height Defleetion, inches (mm) [� � � 10. Glazing in walls enclosing stairway lanclings or within � 'y� - 5 feet (1 �2� mm) of. the bottom and top of stairways where the bot- '� (� 10) Thickness of adjacent glass + 1/g (+ 3 .2) i,. . tom ed�e of the glass is less tllan 60 inches (1�25 mm) above a � 6 (914) Thickness of adjacent �lass + 1/4 (+ 6.4) f walkin� surface . . , �` � -�8 (1219) � Thicl<ness of adjacent ,�iass + ? /� (+ 7 ?. 7) ! 1 -258 I �. . . i �i, :. 1997 UNIFORM BUILDWG CODE 24G9 2409.6 SECTIOP�1 2409 — SLOP �L3 GLAZ19V �a A➢�ID 2. Allowable olazing material, including annealed glass, may be in- S �CYLIGHTS stalled without required screens if thz wallcing surrace or any otl�er ac- cessiUle area below tlie �lazin; material is permanently protected from ��).1 SCOpe. T(Ils SeCtlon applieS to t110 illSt2111aClot] Of g18SS oT fallmg glass fbr a mini�num horizontal dist��nce equal [o twice the other transparent, translucent or opaque glazing maCerial installed height. at a s]ope of 15 degrees or more $-om the vertical plane, including �• �lowable glazing ma�e�;al, including annealed giass, may be in- glazing materizls in skylights, roofs and sloped walls . stalled without screens in the sloped glazin� sysiems of commercial or detached �reenhouses used exclusively for growing plants and not in- 2409.2 Allowable Glazinb 11�Iaterials. Sloped glazing shall be tended tbr use by che pubtic, provided the hei;ht of the greenhouse at � any of the following materials, subjeCt to the limitations in this the ridge does not exceed 20 feet (6096 mm) above grade. _ Section : 4. Scree�s need not be provided within individual dwelling units when fully tempered glass is used as single glazing orin both panes of 1 . Laminated g1aSS with 2 minimuTri QO15-inch (0. 38 mm) an insulating glass unit when all the following conditions are met: polyvinyl butyral interlayer for glass panes 16 square feet (1 .5 mZ) 4. 1 The area of each pa��e (sin�le glass) or unit (insulating - or less in area and with the highest point of the glass no more than glass) shall not exceed 16 square Peet (1 .�t9 m2). 12 feet (3658 mm) above a walking surface; for larger or higher 4�? The higt,esc poinc of the ;lass shall noc be more chan 12 feec panes, the minimum interlayer thickness shall be 0. 030 inch (0. 76 (�6JS mm) above any walking surface or other accessible ' _ mm�. area. - - 4.3 The nominal thickness of each pane shall not exceed _ 2. Fully tempered glass . 3/16 inch (a.76 mm). . ' _ 3 . Heat-stren�thened glass . 2409.4 Framing. In Types I ancl II construction, skylibht frames . shall be constructed of noncombustib.ie materials . _ 4. Wired glass . - - EXCEPTION: In foundries or buildings where acid £umes delete- � 5 . Approved ri�id plastics meeting the requirements of Section rious to metal are incidental to the use uf the buildings, approved 2603 . 7. pressure-treated woods or other approved noncorrosive materials may be used tor sash and frames. For multiple-layer glazino systems, each light or layer shall Skylights set at an angle of less than �5 degrees from the hori- consist of any o:f the glazin� materials specified above. zontal plane shall be mounted at least 4 incl�es (102 mm) above the ' Annealed glass may be used as specified within Exceptions 2 plane of the roof on a curb constructe d o f materials as required for � , � ;,�„, , and 3 of Section 2�093 . tl�e frame. Skylights may be installed in the plane of the roof when � ' tl�e roof slope is 45 de �rees or greater from horizontal. , 2409.3 Screenin�. Heat-strengthened glass and fully [empered glass, when used in single-layer glazing systems, sha11 have 2409.5 Design Loads. Sloped glazing and skyliRhts shall be de- -� _ screens installed below blazing. The screens shall be capable of signed to withstand the tributary loads specified in Sectior. 1605 . '� supporting the weight of the glass and shall be substantially sup- Sizing limitations specified within Graph 24-1 aild Table 24-A ' ported below and installed within 4 inches (102 mm) of the glass. may be utilized for glazin� materials set fortl� in Section 2409 .2, �h They shall be constructed of a noncombustiUle materiai not thin- Provided the design loads are increased by a factor of 2. 67. = � y � � � �• ner than O. OS inch (2.03 mm) with a mesh not larger than 2=409.6 Fioors and Sicdewali;s. G1ass used for the transmission 1 inch by 1 inch (2� mm by 25 mm) . In a corrosive atmosphere, of liUht if placed in floors or sidewallcs, shall be supported by :� � structurally equivalent noncorrosive screening materials shall be metai or reinforced concrete frames, and such glass shall not be 1 +� used . Heat-strengthened glass, fully tempered blass and wired less than 1/� inch (1 ^. 7 mm) in thickness. .Sny such glass ov�r �K,y glass, when used in multiple-layer glazin� systems as the bottom 16 square inches (0 . 1 m'-) in area shall have wire mesh embedded � ; , glass layer over the walking surface, shall be equipped with in the same or shall be provided a wire screen underneath, as speci- �,� � screening that complies with the requirements for monolithic fied for skylights in this section. All portions of the floor lights or l �� ` glazing systems. '''Y��` sidewalk lights shall be of the same stre�gth as is required by this i � F;�,� � fr �� EYCEPTIONS: 1 . Futiy cempered glass may be installed �vichouc code for floor or sidewall� construction, exczpt in cases where the � �""� ` required protective screens �vhen located between intervenin� 17oors at flOOI is SutlOUnded by a iailin� no[ less tllan 3 feet F lilClies (1067 ,�� ° , a slope oF 30 �1e;rees or �es, from rhe vertical piane it il�e higi�est point mm) in hei�ht, in which case the constniction shall be calculated of the glass is 10 feet (SO4S mm) or less above ttie walking surface. foI nOt less than roof loads. . � � _ 1 � 3� � M • ��`�,�� ' 3�dk�� y 1 �� _ 4 r { ^4y.�.�:v-_y� y._ • $'f S p^,ata -)`i i� 4 a�-i �N ) f�� F fr�i { _ x ��: h �::�:�,: �: ,�� ,� ,...`:_ .. G r �, ' �3.. . a_ t,,. r �—yT ! �C�` r � , y' } yssg�� sr'� . ) �� + �"� t .�s.�,�-� x :Y ' ��'-�'-= r�� " u�*.r` f-.�t '" -' ., � F -�'d i.. _' y5 �"'� � `� � - . + �� . �.:z..;n"`TM'�� . :'s.;..,.,. '�-U�� , ��$� �� . ' �a.i� ' � - . . ��`_' '� � � -��,;a � � 5� � � rt � -�.« s y s ,�.,ur , -�_P"'� 4 r ` � .. fg� t--:rt., 2 �' � � ' � ,�°�c-. 1 -259 i .�� a r::�_� , . _ 3 �///j � P' �...`. Y . _/�� I � . .. - i ' '� 1 t � ' - f Y � . .'. ( ' ' - . . . L " . .1.� '\- , ' - " i� a _ +�, L 2Y� ..'. � . . . . - .'�- � �' x ,. '� • 9 ... . . .. i ':t S ` � $ '1 : °` � � .� d`,�� j `� � �a ��C �i � , ��''-� � � �� J � �j �� +.,� �'1� �� v�� '� �� : z , � ; � i ' � L �� SYST � � D � SC �Ai � TiON S �CETCH A �1D D � SlGN DATA , _ _: . -, - : tw �, �=.3a � , �� '� =:.� �3 � t,;:: :_, - � � t� � r?9 �TARY* :;, 1-lOUF�, :r . . _ . , _ .; ,_ . . , _ , : :: .: : � . . � ;. . . . t , , ,. ' F1 �3 � : ; , . -: _ - = - . : ST � � L � R ,� �1 � , GY � SUfV� NJA�. LSflARD n� , Base layer '/z" proprietary type X gypsum wallboard applied to beam cage with 1 " Type S- 12 drywall screws 12" o.c . Face layer '/z" proprietary type X gypsum wallboard � applied to beam cage with 15/s" Type S-12 drywall screws 12" o. c. Joints offset from , \ _,, , , `` base layer joints. ; ' Beam cage fabricated from No. 24 gage '/e" x 13/e" steel angles screw attached to steei joists at beam top flange and No. 25 gage 2'/z" steel runners hooked over beam lower ' '; flange and supporting is/e" steel studs 24" o.c. (One hour unrestrained beam .) . PROPRIETARY GYPSUM BOARD FireTest: UL R13 � 9- 133 , 7- 16-75 ; • The Celotex Corporation - '/z" FI -ROK PLUS 'M Based on UL R3660-7 , -8 , Centex American Gypsum Company - '/z" FIREBLOC TYPE C 11 - 12-87 , Design L524 - G-P Gypsum - '/z" GyProcO Fireguard0 C _ Temple-Inland Forest Products - '/z" TG-C t� Corporation United States Gypsum Company - '/z" SHEETROCKO Brand Gypsum Panels, FIRECODEO C Core � , '; r '. __ __ - - - _ � � � � ,§ � � � '�� 3: � � 2fl � 4 • . �� 2 FiOUR_ , , — i �, . �, �x .FiRE a : , . _:�.: —. _. . _ . � ; STEEL FRAM �, GYPSUM WALLB �AFiD . . . . . . . . . . . . . . . . . . _ . _ _ , _ . . = � : . . , _ . . . , , _ . . _ , . . . , . . . �, ;, Base layer 5/a" type X gypsum wallboard or gypsum veneer base applied to beam cage ! with 1 ' /„" Type S drywall screws 16" o.c. Face layer 5/e" type X gypsum wallboard or �T : � •� -� � gypsum veneer base applied to beam cage with 13/4" Type S drywall screws 8" o. c . - Beam cage fabricated from horizontally installed steel angies (25 gage steel having 1 " . . .. . ., . , , : '` and 2" legs) located not less than '/z" from beam flanges. 1 " legs of the upper angies secured to steel deck units with '/z" Type S pan head screws 12" o.c . "U" shaped FireTest: UL R4024-5 , 9- 14-66, Design � brackets formed of 25 gage "U" shaped steel channels (1 /� s wide with 1 ' legs) 24 N501 ; ULC Design 0501 ; o. c . suspended from upper angles with '/z" Type S pan head screws and supported � 1 " x 2" angles at lower corners attached to brackets with '/z" Type S pan head screws. Outside corners of gypsum 6oard protected by 0 .020" thick steel corner beads crimped or nailed . (Two hour restrained or unrestrained beam .) , � , , � , , , . 2 �i� 04J �3� , ; :; � � � 1 �� 3,� � lr� � � 3 �:`� ' � i _FIRE : a : �;{ STEEL FRAM � , GYPSU �JI WALLBOAR � I , �� , • - : - � _ - - : - - .- - - - - ri Base layer 5/e" type X gypsum wallboard or gypsum veneer base appiied to beam cage ,, � . , with 1 ' /4" Type S drywall screws 16" o. c. Face layer 5/e" type X gypsum wallboard or �, � � gypsum veneer base applied to beam cage with 13/<" Type S drywali screws 8" o. c . ' ` �; , � , : Beam cage fabricated from horizontally installed "U" shaped steel channels (25 gage � i ` � steel 1 "/,6" wide with 1 " legs) located not less than '/z" from beam flanges. Upper channels secured to steel deck units with '/z" Type S pan head screws 12" o.c. "U" FireTest: UL R4024-5 , 9-14-66, Design - ' shaped brackets formed of steel channels 24" o. c. suspended from the upper channels N502 ; ULC Design 0502 with '/z" Type S pan head screws and supported steel channels installed at lower � corners of brackets. Outside comers of gypsum board protected by 0. 020° thick steel ; comer beads crimped or nailed . (Two hour_restrained_or unrestrained beam .) _ _ _ _ ___ __ _____ _ _ ._. . _ _ _ _ . - _ _ - ` _�_�- - - � - � � - `, - - - - � _?�- `�" j � � .�� 3±i� �� , . . .; 2 . � 'Ol.�.�i - ' -� EIRE - — L iV1ETAL LATH , GYPSUNI PLASTER _ ,; . . . . . . . . . . . . : . � , . - . � , , . . �_ , . � -. �_ . 1 '/e" 1 : 2 mill-mixed gypsum-perlite plaster applied over 3 . 4 Ib. diamond mesh metal lath ' � � � " attached ro beam flange with 11 gage steel clips 9" o. c . 1 " space between beam � '� i; � � bottom flange and lath . (Two hour restrained beam .) `' ; : . i� - FireTest: ULR4197- 1 , 1 -29-59 i' 'i j ; * Contact the manufacturer for more detailed GA - 600 - 97 •1 1 � � information on proprietary products . �iY _ v:51' i �� ( 1 � y Y � R : . . . i 4 .-. \.' .. � � W �� M' � � �� a�� "� � �� '� � �1� j _ ' _ ` T i . � , ,� , , - � . .. . , 'r, ._, • � � a � . � � h V 1 t T .. . ., . n.:? • . . .: . . . � _ .. ' . ,., '2 . C � �.0 -� .n . I. h I �. � _ ,� r: -cn _ 5 i : ( . �, _ . -. .. . '- L'e' l 1 ...' r�. , . ... .c .. SYSTEi�1 D � S � �31PTi0 �1 S �CETCH AND DESIGN DATA s � � - 1 � �'u R � ;= � � �„�� -,� ,� � � :� �;� � �� , . y �, ;� .. :� .. , �. � . � .. . � FIRE A ,-,:: METAL LAT �i , GY '� SUM PLASTE �i .,,-,,,;,, ;; ; , ,,,,;, ;< ; :.,,.::�,.,, .._ - ;:; 5/e" 1 :3 gypsum-sand plaster applied over 3 .4 Ib metal lath applied around and wire tied -;_ to W10x49 column with 18 gage wire 6" o. c. - - _ ,; ,, ,. _ _ - ;� _ ; ;: ;t: � , , � , � � ;.....:_ ,�.. .� - : _ �4 _ _,; ," FireTest: BMS 92/40, 10-7-42 - —'� � 1 � �_ __-- _ _— y _ . _ _- - �3 ._ _._ __._ _ _-- - -- - �� -�2 HOUR � � '� ` ...�„�, � �.� U .� �W � • , - - � ` � �'� � i �.� ;�� i� fl , � , �.� � � � R ; � �� . , { � _ �: t � . ,. � . . ., 5 __ � , . = . . . -. _ _ _ _ -�, , F .. E �� , � , . �._.. :. _ � - `, � �; , ' _ � � �: '� GYPSUM WALLBOARD , 'i ', � � � � � � ^� I � " e X sum wallboard or sum veneer base applied to flanges and � � ,, 1 ! Base layer /z tYp 9YP 9YP ' ( 3 � i l ��, across web openings of W10x49 column and fastened to 15/s" steel studs with i " Type ; , ) �; I � S drywall screws 24" o.c . Face layers '/z" type X gypsum wallboard or gypsum veneer � ; d � � j �' I � base applied to studs over flanges with 1 " Type S drywall screws 12" o. c. to provide a � � .�� 11 I cavity between boards on the flange. Face layers across the web opening laid flat � ,I �� t ; � across the base layer and attached to studs with 15/a" Type S drywall screws 12" o. c. _ l � <i ; i Metal corner bead applied with 4d nails, 13/a" long , 0 .067" shank � ��64�� heads, � 2" o-c. u ' . � , ii , ' {� .a j FireTest: UL R1319-80, 5-27-65 , ;S Design X518 ; ULC Design , � :-� . � : - _ __ _ s , _ 518 - - _ � - --- - - - - - - - _ . � s: j - - - - - - _- __._- _ _ __ '* , - _ - - - --_.._ � � `.J -- �-- - -' - �; �Y, ,, �. : �;�-.- �, , ..�,, _ _ ._ � 2 � , ._- z. � s,�r � ��- �� '63� ;�� k ` _ , . , � ; , > .,. ,. . .. , ,:� , �. .. � �,. _ - � �.� ,� _ H�� UR� �; FIRE > � � y»`�� , „ . ' 3 'r ;t � , ¢""_ �� GYPSUM WALLBOARD � � _ t, � n, t � � ; '`i Base layer 5/e" rype X gy�sum wallboard or gypsum veneer base applied around W10x49 `� '_ �� column and nailed with 13/a" long ring shank nails as required for support. Second ° s -� __ � layer 5/e" type X gypsum wallboard or gypsum veneer base applied around column ,� ' � � � '` and nailed with 13/e" long ring shank nails as required for support. l '/4" x 1 '/a" 25 gage � ,� � a: : �:�r r ,� . . �' � ' steel angles applied over corners with '/z" x 0 .015" steel straps 30" o.c. wrapped � "g � " "w �` around second layer beginning 18" from each end of column . Face layer 5/e type X ,�, �� =�'�= gypsum wallboard or gypsum veneer base attached to steel angles. Metal corner , : ,� < z �xr;: bead applied with 1 " Type S drywall screws spaced 12" o. c. ,:�, a : �'�: ' � y u :, .et. y z: <i. � � $ ��l . , : rt . . .. . '�'� - �=� i' FireTest: UL R1319-33 , 11 -3-60, � � ' `� a` Design X516 F��` �_ , � , .: _�',._� � t � �; .� - yc,�, . — , . ' � ' ?� �`? � j } 2 HOUR �° � :� �� 4.Z� �� i �`nf �" � � ��'' � $ � �� p �` � .t'� � x 'S. � .y +� 'ea �7t� a m ' 3 , � I1lG xq : � �.. a ii�F�;, _ fi ' . . .. . . . . .. . . . . n � _ ,-."- s . . ..... . .. . � .. Y� f , - '�4�.. . .. . : . . . . . , .. _ . . . : . .. .....� : . ,. :. . ��, . ,�a ST � � � S7 �l � S , GY � SU1�1 V�JALLBO�', r3 � n [� . � ��x�� `� ' One layer '/2" type X gypsum wallbo�rd or gypsum veneer base attached to 15/e' steel '' �'TM ' t� '' studs located at each corner of heavy steel W14x228 columns with 1 ° Type S drywall �F-� ' ''tt '� screws 12" o. c. 1 '/," metal comer bead applied by crimping 6"' o.c. �� +° � � ��, ��. �,; - s..�.t 4� � -S;i '� �--�_'rl..=+•: c� �� '' G �r=s �. w�d h�a —..5� �� . � � �: � m� �-d{ p. j�a,�#S` 'kR"'Y i � � 4:� ! � � . _ . � . .. '::. . :.'. .'. . ':. -.'.:... . _. . ..' . F�� ' � � r,��.�;�,�:�!: FireTest: UL R3501 58 , 10- 10-67 , -�-, a � ,�-��; , � Design X520; ULC Design ._ < ��' X520 r ��" # `.! , . �� ., � � . .. �r� �� t � �� ', GA - 600 - 97 ` r �` '� 112 * Contact the manufacturer for more detailed ��, r �y.� �� _ _ infnrmatinn ofl D(Opl'I@tdfy {7�OdUCtS. p1 . y ' t L J y� � \ ' � h . . 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I 11 � �' ' � , • . � � l 11 � �� ♦� . 1 � � 1 � 1 . w! \ \ 1 . . 1 ' 1 • : • �. • \ 1. . � � � � � � ` 1 1 1 ' % ♦ 1 '. • �i 1 ' �11 II - � � 1 � � b1 � 1 { 11 • 1 1 1. � 1 Y H :.\ • 1 � � i � � � � ' � � � � N : I l wll '� � 1 �� i • 1 1 ' 11 � .. � ' � N 1 . � . � 1 rt 1 : � 1 . 1 1 . 1 1 1 � � 1 1 � . . ' • • ' � � - �� . r � V. ' ✓. . IItY � \ • � f � . 1 � 1 � � • / � ) � 1 • � 1 'J; •1 1 ' : �' H \ � ' . I � , . • • ►� : � • ' � ' ' � r 1 � ' . , . ., r — • y ��' ► • � , � � I . i � ' � � � 'i r . �- / . .+ I � r. � ,/ . / j : • / � ': r . '► � � � ` , , � !, � • � �gFICE 0� «.. : ..�:. -r-� �1�k :�� i: STA � CALIFOItNIA DEPARTMENT OF FORESTRY and FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL ItEGISTERED FLAME RESISTANT PRODUCT Product: Registration No . ��►n�o�.��` " . _�� c-00414 �� . . .. � � Product Marketed By : FLAMORT COMPANY , INC � 2368 ALVARADO ST. SAN LEANDRO CA 94577- This product meets the minimum requirements of flame resistance established by the California State Fire Mazshal for products identified in Section 13115 , Califomia l-Iealth and Safety Code. The scope of the approved use of this product is provided in the current edition of the CALIFORNIA APPROVED LIST OF FLAME RETARDANT CHEMICALS AND FABRICS , GENERAL AND LIMITID APPLICATI4NS CONCERNS published by the Califomia State Fire Mazshal . Expires: 06/30/2003 Deputy State Fu�e Marshal ' ` • ' ^ , . � FR-S , 0 9►'�'` . - ? ,t .� . - •, � �-�'-� � . i.Fr.��..��: .� •� . . �. d , I { � , ;,� �:: . ' ..�. .,. � ' t1:};_�;31.;�:. . . i� , � � , i 1 • �l .� .1.. . .�,-. -� .�t fn .::�. . n.: - � X- . . : � . ' . 7 ' �� ,r; ' ,•.. � ; � • .�i r S �: • �, .''• ,�:f il � ' -� i � I� � r 1 r I� �. � � .i . . i I i�. } � �ti1. ( I �:,. - �•:• � � i ` . I i , p . ��' . .� ��.? I1� ♦�• � • � - � If ' , � � .-v 4 I I � ��` — H • '.'),�,'—y.. �• . ' r �i�"�A � ' ' • i • � ' • t'. . �� • _ .�i. . . •tf`' i��' �y ' '!• �-. ' ` � _a :: I I, �+� ��r � � . . � . i , i �� ' i � ''� , . . •_ . - ,� ` i. � ' +{' ; ''r i �t i` ' �i ', � I ' , I =+ � �'' , � .: • �N •• �' �1h � . =��' �IIII� i�i� � IIII . 'I� I � . ' , � II �. . . Id II << w � • ,..i �,�,! � - �/,. — �r �. '1. �� ;; :.r.. . . �i:a, l ry � l �V I i�ul � I � , • � '� � :� "S• •. � .t . . . F .. j: . �� , �, . . . ,, f._ _ , ' �I'' I •s : ,. . - ` .. - _ . • . . . r t w e- h ood When exposed to 17re the paint pufls up anA fOrms a Insuladng foam can be scraped ofl and e sponge-like, heat-inwfaling Dar. ier whith prolecis tha pa�nteG . underlying wocd. Flamort Fire Retardant Paint is INTU141ESCENT When painted surfaces are exposed to fire, the paint puffs up into a thick , sponge-like mat which haits the spread of fire. This sponge- Iike mat insulates against heat penetratlon and protects the substrate . When the fire is out, the blackened mat can �be scraped off and � �''` the u� damaged surface is ready for re- painting . p112F Hp7q�1> �l ASStFiCATIQN TEST Based on a comparison with uncoated red-oak rated as 100 and asbestos-cement board zero. Pe�foroted DougMs Cellulose eccauslicei Flr Bosrd 9oattl Rate per coat (sq. ft. per gal.} . 350 300 30C Number of coats . . 2 2 2 Total net coverage (sq, tt. per gal) . 175 150 � �� Flame spread rate 25 15 � � Fuet contributed . . 0 0 0 Smoke Density . . . 50 55 30 Manufacamed by FLAMORT CO., �NC. 2368 Alvarado St. San Leandro, CA. 94577 r"` Ph. 514.357.9494 email: info@Ftamort.com , � � ' ' Meets dass 1 � UNIFORM BUILDING COOS � LATEX 1NTUMESCENT � F � � � � �� , w�.__ FLAMORT F1RE RETRRDANT PAINT is an intumescent coating combining fire protection and excellent coating quality. The paint is applied by brush- ing . roliing or spraying to interior surfaces drying to a flat finish . For public buitdings, schools, haspitals, nursing homes, hotels, motels, farms, churches, ships and industry. Surface Preparation ; Surfaces to be painted should be clean , free of grease and �if. Wire brush to remove old non-adhering paint. Use Latex-under- . coat on porous surfaces. � Application : Stir thoroughly. Apply Flamort Fire Retardant Paint by sprayer, roller or brush. Two coats ot Flame Retardant Paint is applied at speci- fied rate allowing at least 4 hours in between coats. I?o not app:l,y in temperature3 beloov 5� de � . F . Thinning : Apply at package consistency. If thinning is necessary, use smatl amount of tap water. Use water for cleaning equipment. Coverage : As specified. Tinting : Hundreds of attractive shades can be obtained by tinting with ma- chine colorants. (Cal-lnk or All Phase) Shipping Weights: 1 gal. . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . 12 Ibs. 5 gal. pail . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 tbs. , G�ST'EiP . /y4i ec �.c.. E` �( l�fy- ~'Of Q `ft � t WR1TF FOR w� �_ a !i c ��. �•;= Z Approvals: lNFORMATIdN AND PRtCES 93'%�! M;'' o� ICBO Report No. 290Q F RETP`� r, Reg. # C-00414