HomeMy WebLinkAboutProject manual-2005 '
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� PROJECT MANUAL
FOR:
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�T6NEBAY CONDOMINIUMS
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ORONO, MINNESOTA �
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PROJECT MANUAL FOR
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STONEBAY CONDOMINIUMS
� ORONO,MINNESOTA
June 28 2045
�
Architect
Bruce Lehrer
� 3908 Georgia Ave. N.
Crystal, MN 55427
r 763-535-2746
' Structural Engineer
Stroh Engineering
1128 Sibley Memorial Highway
� Mendota Heights, MN 55118
651-454-9455
� Contractor
Z B Companies
� 10300 10�`Ave. N
Plymouth, MN 55441
� 763-545-1200
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TABLE OF CONTENTS
Compaction Test Report/
Field Density Test Results
DIVISION 1 - GENERAL REQUIREMENTS
01100 General Requirements
01200 Special Conditions
01300 Submittals
�' DIVISION 3 - CONCRETE
03200 Concrete Reinforcement
03300 Cast-In-Place Concrete
_A� 03411 Structural Precast Concrete
03415 Precast Concrete Hollow Core Planks
� 03505 Self Leveling Underlayment
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DIVISION 4 - MASONRY
�� 04300 Unit Masonry System
�:n� 04730 Simulated Manufactured Stone
DIVISION 5- METALS
� 05120 Structural Steel
��� 05520 Metal Handrails
DIVISION 6 - WOOD AND PLASTIC
�� 06112 Framing and Sheathing
06114 Wood Blocking and Curbing
06193 Plate Connected Wood Trusses
;�� 06200 Finish Carpentry
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
�� 07160 Bituminous Dampproofing
07212 Board Insulation
07213 Batt Insulation
07217 Blown Insulation
7270 Firestopping
�`' 07311 Asphalt Shingles
07461 Siding and Accessories
� ; 07620 Sheet Metal Flashing and Trim/Gutters and Downspouts
07900
Joint Sealers
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STS CONSULTANTS, LTD. COMPACTION TEST REPORT/ FIELD DENSITY TEST RESULTS
� � 10900 73rd Avenue North,Sui e 150 PROJECT: Stonebay of Orono STS PROJECT: 98999-A �
,�� Maple Grove,Minnesota 5536 -5547 LOCATION: Orono,Minnesota REPORT DATE: 10/20f03
J` 763.315.6300 FAX763.315.1836 CLIENT: Dahlstrom Development,LLC TECHNICIAN: MN
"Solutions damugh Scirnce&Engineering" CONTRACTOR: C.S.MCCiQS58r1 REVIEW ED BY: SJM:
Optimum In-Place In-Place In-Place
Test Maximum Water Moist Water Dry Relative Compaction Pass
Test Elev MaYI Dry Density Content Density Conte�ht Density Compaction Specification or
No. Date Location or Structure Diagram Attached: (ft) Mark yamax(pcf) wo t(%) (pc� (%) (pcf) (%) ('/o) Fail
247 1 b/17/03 Cascade Lane,32-Unit fi Biiilding,East 1017:6 P-4 102.0 19.1 120.0 19.2? t00:7 I 99 S� P
248 10/17/03 Caseatle Lan..e,�2-Unit eft Building,West 1018A P-4 102.0 19.1 123.4 22.4 �Ob.B 99 97 ' P
249 1�f17/03 Cascade Lane,32•Uriit ft Builtling,East 1018.0 P-4 102.0 19.1 120.6 21.8� 9;9:Q 97 97 P
250 10l17/03 Cascade Lane,32-Unit eft Building,VN;est 1019A P-4 102.0 19.1 119.6 19;4 �f3Q,2 ' 98 97 . P
251 10/�7/.03 Cascade Lane,32 Llnit eft�uilding,East 1019.0 P-4 102.0 19.1 118.6 19.0 99.7 ' 98 97 P
252 10l17f03 Keltey Parkway,Sa�i#a Sewer,Existing MH to MH-26- 1019A P-10 96.5 24.6 120.7 25 1 56'5 100 ' 1Q�
P
253 10fi7/U3 Kel[ey Parf�vva�r,Sa�ita Sewer,Existi�g MH to MH-26 1017A P-10 96.5 24.6 121.3 28:.8 957 ' 99 95. P
254 :1Dt17/U3 Kelte�+Paf�kuq�y,SBt�it�. Sel�ver,Existing RIIH to MH-2&' 1014.0 ; P-10 96.5 24.6 119.8 28.1' 9&4 ' 98 , � P
255 10/17/03 Kelley Parkway,Sanif SeWer,MH-��rta MH-27 1020;0 P-10 96.5 24.6 120.3 25.3 �F4 ' 99 9� P
256 10l17>03 Kelley Parkway,S�pifia. .Sewer,M[�2�to MH�27 1017.0 P-10 96.5 24.6 121.1 26.3� 9�:�r ' 99 95 ' P
257 10('�QIU3 Cascada.Circl�,��wUntt �#�iuilditr9.V1185���d t0�p.0 ' P-13 104.3 15.1 120A 1�5.� '��.� 100 9� P
258 1a/20/03 Cascade�ircle,3�l�mt e�t�ilding,�ast�nd' 1020,0 P-13: 104.3 15.1 118.6 14;$ i0'3.� '� 99 9X P
259 10/2Q/03 Watecmain.Keiley Pa ay,Sfa.15+Op 1015.0 P-11 95.0 22.1 116.8 2b.0 9�4 98 95 P
260 10/ZOlQ� Wafermetn,I�elrayP.;, y,�ta 14+AU ; 1016.0 P-l1 ' 95A 22.1 115.4 2+�,. 93.1 98 95. ._..;..: P
261 101�0103 W84�t17�iCt,K9119�P� �y,.��.13+(30 101 fs.0 : P-1 i 95.0 22.1 118.2 2�:5 �4� 100 �5r P
262 10L20/03 VIf�4a�r1�8ir�,�fefl�y�� �t;�.sf8 1�+tf0 1017A ' P-11 ' 95.0 22.1 119.8 23�. ��9: 100 1l� � '' P
263 10/2�ff�i Fit4,;8nclg�virater Dn�t�r a�tFio�ra Pads'18f19 ; 102d.Q P-i3 ; 104.3 15.1 119.8 1�:0 '��?4 2 100 97 P
264 'f 0/21(03 FiO,6ndgawater Ctr�ve wonllotne Pads 16f'17 1020.0 P-13 104.3 15.1 121.4 '14.� '�Cl�;9 100 �T ' P
265 : 10�2�fQ3 Fitl,8r�dgeiiv�Yar G7r#ye* wonhome Pads 24f2'1' 1021.0 P-13= 104.3 15.1 120.2 i 5:8 i��,8 100 � . ':'. P
266 1012ifE?� StA[Ri 4�'d1r�;;K811e!y.PB, �'�k#�C$l�l(i-8 1015.0 P 10:; 96.5 24.6 120.3 2�; �:1 ' 99 95 ' P
267 10/2t/03 Stoit�l btain,!fC81le}r.P y{�t)C8N1W=7 i 017.0 P-10 96.5 24.6 120.8 �7:� 94:� 98 95: P
Laboratory Compaction Method: Mark ydmax wo t Mark ydmax w,i Field Density Test Method: USGS Elevation Datum: X
ASTM D-1557-79(Modified Proctor) : F�-4 ' 442�0 1�.1 P.��� - t04.3; 75 1 !ASTM D-1556(Sand Cone) 'Depth Below Subgrede
ASTM D-698-78(Standard Proctor) P 11 , 9$;0 22:9 P-10 I 96.5 I 2+�6 'ASTM D-2922(Nuclear) ;;,�C. i Depth Below Fnish Grade
,
Other " , , : Ehli,,. : ;� i; C7#�ter ,.
F698999A-1 CCR.xIs
� � � � � � � � � � � �' � � � � � � ' �
STS CONSULTANTS LTD. COMPACTION TEST REPORT/ FIELD DENSII"Y TEST RESULTS -
� � 10900 73rd Avenue North,Su te 150 PROJECT: Stonebay,af Orano STS PROJECT: 98959,A
, y� Maple Grove,Minnesota 553 9-5547 LOCATION: Orono,Minnesota REPORT DATE: �0123�0�
7s3.3�5.ssoo FAX763.315. 836 CUENT: Dahistrom Development,LLC TECHNICIAN: Cv[t�l
"Solutians through Scirnce&Enginrering" CONTRACTOR: GS.MCCif05SaF1 REVIEWED BY: $��'
Optimum In-Place In-Place In-Place
Test Maximum Water Moist Water Dry Relative Compaction Pass
Test E�ev MaYI Dry Density Content Density Content Density Compaction Specification or
No. Date LoCation ot StruCture Diagram Attached: (ft) Mark yamax(pcf) wo�(%) (pcf) (%) (pcf) (%) (%) Fail
2.68 10/221U3 Fill;6ridgeuarater Qrive, �wr�home Pads 13-15 �02i.0 P-10 96.5 24.6 118.6 �2.5 3.:68 100 > 95 P
269 10/22/03 FiII;Bridgewater Dr�ve, owr�home PadS 1ET-12 1021:0 P-10 96.5 24.6 119.5 �3,1' i.�7.7 100 � .. P
270 10/221b3 Fill,.�ridgewater Dr�ve, awnhoms Pads 7-9 1021.0 P-i0 96.5 24.6 119.0 24.�. 55,$ 99 �5' P
271 10122/03 Watermain,Keiley Pa . y,Sta.16+00 1016.0: P-1U=. ' 96.5 24.6 117.7 26.3 9�.2 97 9S. . P
272 10/22/t?3 Wete�rnain,i�elley Pg y,5ta.17+OD 1018.0 -- P-tfl; 96.5 24.6 119.2 26.H 94_0 97 9S P
273 10/22fU3 uifatermain,I�elley P� y,.Sta.18+00 1020A ' P-14 96.5 24.6 118.5 27.6� 92.8 96 ; 95r ' P
274 10/23F03 8tidg�Nater�nve,To; hotne'Pads 16/17 1022.0 : P-11 95.0 22.1 116.9 2�.3 9�& 100 �� P
275 1D/23(03 Bridg�wafer�3n�e,Tb; or�t�PadS 48.119 1U22A P-11 ': 95.0 22.1 120.3 25.' . 9Fs� 100 ' B7 P
276 i 0/23/03 Bridgewaf�r Drive,Ta, home Pads�0/21 102�.Q P-11 95.0 22.1 118.5 24. 9�:9 100 S� ._ '; P
277 `10(2�b� Bridgewater�rius,Tq:. t�or�e Pads9fE'i 1023.0 P-11 95.0 22.1 118.0 2fi,� 9�:� 98 i �7` . ',. P
278 : 10/��/03 5arii'�arySev�aT,k��Wld� t�nv.e::.;MHGta.A�H�23 1024_(? P-4 102.0 19.1 120.8 i�.� i�w�,� ! 100 !iCJO. = P
279 < tA/�3�b3 San��ewer,�ou�de [�r{r�e�TiIH 23 ta MFl•24 t�17.0 ' P-4 : 102.0 19.1 118.9 17:6 itl'1.1 99 95 P
280 10/23A03 Sar�:F#�y&ew�rF�ou[sie brEve;MH-23 to MFt 24 1020.0 P-4 102.0 19.1 119.6 18.5 ��f0.9 ' 99 �'S� ' P
281 10/��0� S8t'f�81Fyv�`ietlY9� �t4Uttte DtivB;FAH-24 t#:11�1H-2S. 1019 4J ' P-41 ' 95.0 22.1 116.8 2�F.; 93 G 99 �5 P
282 10L24/0.3 S8t11ta1y Setiv�l" Bt�ufde Drt�l�;MM�4.tr�MH-2S 102'1.0 ' P-t 1 :'' 95.0 22.1 117.3 2�. �4,� 99 &� _ P
283 iDf24J0'� BHd���vat��;��ri+�e T� hflt�V�;P�tisif2 1Q22.0 ': P-5 ' 107.7 16z 122.6 1 ;. i�.5 ' 98 � ! P
284 10f24/� 8r�d:g�ua��r�rive,.TO ['�t�+9.P�ds 1 f2 �024.0 P-S ' 107.7 162 123.5 i fi,� '€(�t'i:i 99 � P
285 1 b�'Ldlb� F�ndg�B�vater:}?�ive,To ar�g,P��is3�+� fia24.0 P-5 107.7 16.2 121.6 15„� '��:4 ' 98 ��. P
286 10/24/0� 6ridg�water.�J€ive,TCi �1�P�dS:S/& 1026.0 " P-5 : 107.7 16.2 124.4 1�„'� ��f6.6 ' 99 �. P
287 '; 1 b1��1(d3. B�i.d„ ev�ater�nWe,l'' ms P�LIs 3/� 1026.0 ' F�-5 I 107.7 �6.2 122.0 16''.. ��f�� ss 9S ' P
Laboratory Compaction Method: Mark yamax wp i Mark ydmax wo� Field Density Test Method: USGS Elevation Datum: Jf ;
ASTM D-1557-79(Modified Proctor) ` t�-� lt�2 0 '1:�,7 P�j3 ' �F04.3' i$:1 -ASTM D-1556(Sand Cone), Depth Below Subgrade
ASTM D-698-78(Standard Proctor) F'�:'i ' 95;�41 2�,1 Prib ' 96.5' �±�:6
;ASTM D-2922(Nuclear) ;�� ;Depth Below Fnish Grade =
E3ther , : P-5 ' fD7:7 46.2 ' _ . E�tlter i C7t��t ;.
F698999A-1_CCR.xIs
� � � � �7 � � � � � � � � � I � � � � �
STS CONSULTANTS, LTD. COMPACTION TEST REPORT/ FIELD DENSITY TEST RESULTS
� � 10900 73rd Avenue North,Sui e 150 PROJECT: Stonebay of Orono STS PROJECT: 98J53 A "
1� Maple Grove,Minnesota 5536 -5547 LOCATION: OronD,Minnesota REPORT DATE: it3/29��3°
763.3t5.63oo FAX763.3t5.�s36 CLIENT: Dahistroro Developrnent,LLC TECHNICIAN: MC+1
'Solutions through Science&Engineering" CONTRACTOR: �'..�.fV�Ofi•fOSSdn _ REVIEWED BY: S��
Optimum In-Place In-Place In-Place
Test Maximum Water Moist Water Dry Relative Compaction Pass
Test Elev MaYI Ory Density Content Density Contemt Density Compaction Specification or
No. Date Location or Structure Diagram Attached: (ft) Mark ytlmax(pcf) wop,(%) (pcf) (%) (pcf) (%) (%) Faif
288: 10/27/03 Bridyewater.Drive,Twon ome Pads 13-15 1023:0 P'-13 104.3 15.1 118.6 15:1 ?�3.0 99 57 P
289 10/27/03 Bridgewater Drive,T_won ome=Pads 16/17 1024.0 P-13 104.3 15.1 120.5 15.5 ��4.� : 100 97 P
290 10l27>03 Bricfgewater Drive,Twon ome Pads 10=12 1023.0 : P-13' ' 104.3 15.1 119.3 16.5 ��2,4 98 97 ',' P
291 10/27/03 Watermain,Stone Bay rive,Sta.3+A0 1017.0 P-5 107.7 16.2 123.0 16.5 �a5.6 '. 98 95 ,; P
292 1D/27f03 Waferma[n,Stone Bay rive,Sta.2+5U 1018.0 P-5; : 107.7 162 123.8 17.0 'J05.8 98 9S P
293 10/27103 Watermairs,Stone Bay ri�e,Sta.2+OQ 1017.0 P-5: 107.7 162 125.4 18.1 iSf8:0 100 '1 Q� P
294 10/27/03 Casead8 Cir�le,3Q-Unit fts,�Varth End 9ifi.0 '` P-13 104.3 15.1 118.9 15.$I 1(���7 '; 98 �T P
295 10/2T/03 CaScad�.Citcl�.�i3-Urttt oft��Schntt�End 917.4 P-f3 104.3 15.1 119.8 1f.4' �#t��:9 99 ,�? P
296 10128/03 Cascade Cirele,30-Unit ofts,;North End 915.0 P-11 95.0 22.1 117.5 24.5i 94�4 ; 99 97,- P
297 10128f03 Caseade Cirele,30-Un1t ofts,:5o[�th End 918,0 ' P•11 95.0 22.1 116.5 2�:�� 9�� i 99 �7 P
298 10/2E�f(13 CaSc�de Cir�la.3Q UnCt Ofts,:(�fiorth E�d 9��.0 P-ti 95.0 22.1 118.0 26, ;��� .; 98 ;�7" . � ' P
299 10�'�$1� V1l&119F�(i'dl�r��'ixORQ.C�e'dy Ver S`t8:7+5D 10'Z3.Q f'-b ' 107.7 16.2 126.7 j 7 C� "�.�7$,'�$. i 100 ;9�'Q P
300 10J28/�3 WateFinan.Stan�Bajr '�e,Sta.7+OQ 10Z2A '- P-5 107.7 162 125.5 18.2 �tf�.0. 100 10F� P
301 10/28/03 Wafem73n Sttxrt�Ela�k ue,Sta.6+SQ 1021:0 P-5 107.7 162 126.1 1?5 t�7� : 100 �5. :: ;;: P
302 1�BTU3 111i�fA1��r't,St4�t�8�y �,5k3.:&r00; ]028 0 ' P-5 107.7 16.2 123.8 16.� it�1� ! 99 ;3S ' P
303 i di29103 Btidg,�ur�#���€iv� Tt�; rn�:PBds 1�2 1 i326.0 > P-43 104.3 15.1 120.0 i B°'I ��� : 99 9T.. ; P
304 '1�29/�3 E��idgeN��e�`[triv�,T,', hct(��9;PBtls+413 1fl28:0 P•t� 104.3 15.1 121.3 16� '€C�t 1 � 100 97 i P
305 '10/23/()3 Bndgewa��:�In�,To horrn�:Pads`4/2 l�2B_0 P-43 '' 104.3 15.1 119.7 15� 'f�.4 : 99 �� ' P
306 10/29%0;3 6ric�9�wat�r:t�nu�,Ta t�ome f'ads 6!5 �028.0 ' P-11;: 95.0 22.1 116.8 24,, 9�.;5.. i 99 97 P
307 10/2g1C� 8rldgewa,t�r�n�s,7�; hcsRte',F'm�s 7/8 4023.0 P-i 1 ' 95.0 22.1 116.1 �3�1 �� 99 ; � ' P
Laboratory Compaction Method: Mark yamax wo� Mark yamax w,t Field Density Test Method: USGS Elevation Datum: ?4 !
ASTM D-1557-79(Modified Proctor) P,4 1a�;0 t:�.i ' P-13 ' tt?4.3' ��.'i 'ASTM D-1556(Sand Cone) Depth Below Subgrade
ASTM D-698-78(Standard Proctor) '; f��#1 J�;�l �,1 ' P-i0 96.5 ' �4':fs ;ASTM D-2922(Nuclear) i� pth
De Below Finish Grade '
�t#ier P-5 �d7:7 1;�2':' _ `�'��� C"�ier
� � � � � � � � � � '� � � �iZ � � � �" `�
STS CONSULTANTS, LTD. COMPACTION TEST REPORT/ FIELD DENSITY TEST RESULTS -
� � 10900 73rd Avenue North,Su e 150 PROJECT: Stonebay of Orono STS PROJECT: 989�9-A
�� Mapie Grove,Minnesota 553 -5547 LOCATION: Orono,Minnesota i REPORT DATE: 10/3�103`
7s3.3�5.s3o0 FAX763.315. 836 CLIENT: Dahlstrom Devel�pment;�LC TECHNICIAN: �
"Salutions through Science&Engineering" CONTRACTOR: C.S.McGrossan REVIEWED BY: $Jiv� '
Optimum In-Place In-Place In-Piace
Test Maximum Water Moist Water Dry Relative Compaction Pass
Test Elev MaYI Dry Density Content Density Content Density Compaction Specification or
No. Date Location or Structure Diagram Attached: (ft) Mark ydmax(pcf) wo i(%) (pcfl (%) (pcf) (%) (%) Fail
308 40/3�/03 Ssrvices,Boulder Q�iv.e, ow.:nhorrie Pads 30/31 1021:Q F=11 95.0 22.1 118.6 2�4.4: �53 100 ]�D P
309 10134/D3 3ervices,Boulder Drive, ovmhor�e PQds 28/29 1:A20.0 P-11 95.0 22.1 117.9 24.1; 95fl : 100 1�b . P
310 10/34/03 Services,Bouttler Drive, 4vimhame Pads 24/25 1022.0 P-11 95.0 22.1 119.3 2�4.$: 5��.6 ' 100 1 a0 P
311 10/3t/03 Seevices,Boulder Drive, ownhome Rads 22123 1022.0 P-11 95.0 22.1 118.1 24.4' �4.9_ 100 1 Q0 P
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Laboratory Compaction Method: Mark ydmax w, Mark ydmax wo, Field Densky Test Method: USGS Elevation Oatum: �i .;
ASTM D-1557-79(Modified Proctor) '. P�4 ,;; i��;i6 1�.1 P*13 ZU4.3 : 1�a;1 ASTM D-1556(Sand Cone) , _,: ;Depth Below Subgrade ;
ASTM D-698-78(Standard Proctor) ?� '�t'i 5�:� �,1 !F'ifi 9�:5 I �� ASTM D-2922(Nuciear) ;� Depth Beiow Finish Grade
,..
f3ttier ` ' ' i�-5 #Gy.7 1��2 ', �er t�th�r
F698999A-1 CCR.xIs
� � � � � � � �` � �'� � �� � � � � �' �
Static Cone Penetrometer Report ,
� � STS Consultants, Ltd.
� 10900-73rd Avenue North,Suite 150
1 Maple Grove,MN 55369-5547
763/315-6300 Fax 763/315-1836
Project Ston bay of Orono - *��t'p��� .:����$��Q,g��)
Client Dahl trom Development A Gray/Brown Clay with Trace Sands
Project NuRnber 9899 -A 8'
TechnicianfErtgin�eer. MN/ JM C
Design 3oil:Bear'rng::Pressur�:2,00 sf D
Soit k�d�quat�::
Test Desc. [7i�1 I�ili��t4rR�ding ' for Desngf�;:
Test# Date Elevation Test tocation '` f�epth in�nches 1(/N
0 6 . 12 18 �Z4 3Q 36
107 10/17/03 1016.5 Casc de Circle,32-Unit Loft Building, Northeast Corner A 1.85 2 2.15 Y
108 10/17/03 1017.0 Casc de Circle,32-Unit Loft Building, Southeast Corner A 2.03 2.2 2.25 Y
109 10/17/03 1016.5 Casc de Circle,32-Unit Loft Building, Center Building A 1.75 1.9 2.05 Y
110 10/17/03 1017.5 Casc de Circle,32-Unit Loft Building,Southwest Corner A 2.1 2.15 2.65 Y
111 10/27/03 914.9 30-U it Loft Building, North End A 1.85 1.95 2.05 Y
112 10/27/03 915.0 30-U it Loft Building, Center A 1.9 2.14 2.25 Y
113 10/27/03 916.0 30-U it Loft Building,South End A 2.31 2.3 2.15 Y
The static cone penetrometer(SCP)is a cone e of penetrometer that is used as a rapid means of determining penetration resistance,which can be correlated to bearing capacity of the in-place soil.
The SCP consists of a T-handle,rod graduate every 6 inches,a proving ring of 250 Ib capacity,with dial indicator,and a cone point with a base area of 0.983 inches. The dial indicator reading
information presented within this report is corre ated with a calibration chart for the proving ring to determine the ultimate bearing pressure of the soil. We incorporate a factor of safety of at least 3 to
determine the allowable bearing pressure.
The adequacy of the soils for support of the be ring pressure will be dependent on the in-place properties during site construction. The information presented within this report reflects the conditions
encountered by STS on the indicated date. Ch nges within the in-place materials including but not limited to construction disturbance,moisture content and frost penetration may reduce the indicated
bearing capacity. The SCP test results are vali at the location and elevation of the test only. No.representation is made as to the adequacy of the bearing soils at locafion and elevation other than
those tested.
F698999A-2 SCP.xIs
�r �► rt �r �r �■s � � �t � �i � t� � w� t■s rF -�
MOISTURE-DENSITY RELATIO SHIP,ASTM D-698,STANDARD PROCTOR,METHOD A .
. LECpEND
115
—.,r-P-13 . .�- . . —�--
Zero Air Voids Line for
Specific Gravity= 2.68 - — - o-- -�-- -+-
—� —�--. �oo��Sat
"O X WopUDmax
— PROCTOR SUMMARY
105 15.1H04.3 TEST SAMPLE USCS OPT w� MAX yd
I NO. NO. SYItABOL wopi(%) Yamsx�P�
1 P-13 Cl 15.1 104.3
� - -- 2
a -- ----
9 3
T
4
Z' 100 - � 5
N
C \
O 6
O �
8 '
95 TEST/ SOIL CLASSIFICATION/DESCRIPTION
SAMPLE
1/P-13 Brown silty clay,trace sand,trace gravel
2/
31
90 4�
5/
6l
7!
8/
85 •
5 10 15 20 25
Water Content, w�(°/a)
MOISTURE-DENSITY RELATIONSHIP,ASTM D-698,STANDARD PROCTOR,METHOD A
srs coNsuLraNTS,�Tn. PROJECT: Stone Bay of Orono STS JOB NO.: 98999-A
10900-73rd AVE N,Sui7E tso LOCATION: Orono,MN REPORT DATE: 17-Oct-03
� � MAPLE GROVE,MN 55369-5547
� 763/315-6300 FAX 763/315-1836 CLIENT: Dahistrom Development,LLC TESTED BY: OE
ENGINEER: Landform,Inc. APPROVED: SJM
L898999A-13.x1s CuNes 10/20�31:08 PM
� � � STS Consultants,Ltd.
� 10900-73rd Ave.N.,Suite 150
, � Maple Grove,MN 55369-5547
763/315-6300 Fax 763/315-1836
� COMPACTION SUMMARY
� Project Name: Stone Bay
Location Orono, Minnesota
Project No.: 98999-A
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�x�avation ��'�e'
Eleva#i�n �fev�tiori
_ Block Lot (feet) �fee#) Elevatioh of��r����ti�n�`�����t)n, ' I�et���lcs; '
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_ 1 1 . 1017.5 1020.0 1018.0, (1020.0) Cascade Lane
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1 2 1017.0 1020.0 (1018.0), 1020.0 Cascade Lane
� 1 3 1017.0 1020.0 (1018.0), (1020.0) Cascade Lane
2 4 1016.0 1020.0 1017.0, {1019.0), (1020.0) Cascade Lane
�, 2 5 1015.5 1020.0 (1017.0), 1019.0, (1020.0) Cascade Lane
� 2 6 1015.0 1020.0 (1017.0), (1019.0), 1020.0 Cascade Lane
1014.0, (1015.0), (1016.0), 1017.0, (1018.0),
3 7 1014.0 1020.0 (1020.0) Cascade Lane
(1014.0), 1015.0, (1016.0), (1017.0), 1018.0,
� 3 8 1013.0 1020.0 (1020.0) Cascade Lane
(1014.0), (1015.0), 1016.0, (1017.0), (1018.0),
3 9 1012.0 1020.0 1020.0 Cascade Lane
� 1013.0, (1015.0), 1017.0, (1018.0), 1019.0,
4 10 1011.5 1020.0 (1020.0) Cascade Lane
(1013.0), 1015.0, (1017.0), 1018.0, (1019.0),
� 4 11 1011.0 1020.0 1020.0 Cascade Lane
1012.0, (1013.0), (1014.0), 1015.0, (1016.0),
5 12 1010.0 1020.0 (1017.0), 1018.0, (1019.0) Cascade Lane
(1012.0), 1013.0, (1014.0), (1015.0), 1016.0,
�; 5 13 1010.0 1020.0 (1017.0), (1018.0), 1019.0 Cascade Lane
(1012.0), (1013.0), 1014.0, (1015.0), (1016.0),
� 5 14 1010.0 1020.0 1017.0, (1018.0), (1019.0) Cascade Lane
6 15 1012.0 1020.0 1014.0, (1016.0), 1018.0, (1020.0) Cascade Lane
6 16 1012.5 1020.0 (1014.0), 1016.0, (1018.0), 1020.0 Cascade Lane
7 17 1013.5 1020.0 1016.0, (1017.0), (1018.0), 1020.0 Cascade Lane
1 7 18 1014.0 1020.0 (1016.0), 1017.0, (1018.0), (1020.0) Cascade Lane
� 7 19 1014.5 1020.0 (1016.0), (1017.0), 1018.0, (1020.0) Cascade Lane
� �
� F698999A-3_Comp_Sum.xls
` � �� STS Consultants,Ltd.
10900-73rd Ave.N.,Suite 150
� „ ��` Maple Grove, MN 55369-5547
763/315-6300 Fax 763/315-1836
� COMPACTION SUMMARY
� Project Name: Stone Bay
Location Orono, Minnesota
Project No.: 98999-A
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32-Unit Loft Building, East
1 32-Unit Bldg 1016.5 1020.0 1017.0, 1018.0, 1019.0, 1020_.0 End
32-Unit Loft Building,Wes
1 32-Unit Bldg 1017.5 102a.0 1018.0, 1019.0, 1020.0 End
30-Unit Loft Building,
� 2 30-Unit Bldg 914.5 1020.0 916.0, 918.0, 919.0 North End
30-Unit Loft Building,
`2 30-Unit Bldg 916.0 1020.0 917.0, 919.0 South End
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SECTION 01100
GENERAL REQUIItEMENTS
GENERAL REQUIREMENTS:
A. Intent: This specification and the accompanying Drawings are complementary, and what is
c�,lled for by either shall be binding as if called for by both. It is- the intent of these
Specifications and Drawings to include all labor, materials, equipment and transportation
necessary for the proper execution and completion of the Project. Each of the Subcontractors
and Material Suppliers working under the Drawings and Specifications shall turn over his
portion of the Project in a complete operating condition, inespective of whether the Drawings
or the specifications, or both, cover each individual item in minute detail. Any ambiguities,
�� errors, inconsistencies, or omissions discovered by the Subcontractor shall be reported to the
� General Contractor(GC)immediately for resolution.
�� IT IS INTENDED THAT THIS SECTION OF THE SPECIFICATIONS SHALL APPLY TO
� ALL OTHER SECTIONS OF THE SPECIFICATIONS AND TO THE SUBCONTRACTORS
AND MATERIAL SUPPLIERS WORKING UNDER SEPARATE SECTIONS.
�� B. Guarantees:It is understood that a11 Subcontractors shall guarantee their Work to be free from
5'� defects in the workmanship and materials for ONE YEAR BEYOND COMPLETION OF THE
PROJECT, unless specifically stated otherwise in this Specification, or found within a specific
�� trade contract. This guaxantee shall include all materials and workmanship incorporated into the
building. All material and equipment shall be new, unless specified otherwise.
� C. Tests: The Owner or GC shall have the right to perform independent tests on all the material
and equipment furnished for the Project. Subcontractors shall each perform all tests on the
�� work to be performed by them as required by law, ordinance or regulation; and shall provide
the reyuired certificates of inspection.
r, D. Permits, Licenses, Fees and Notices: Each Subcontractor and Material Supplier shall give to the
proper authorities all notices as required by law, relative to the work in his direct charge or
responsibility; obtain and a for all official fees buildin er i
� temporary enclosures, obstructions, or excavations in public streets, etc. Further, they shall
adequately adjacent property as provided by law and required by these Specifications and
Drawings.
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3
�^� Division 1 -Section 01100
Page 1 of 2
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E. Codes: Each Subcontractor shall be responsible for meeting all codes applicable to his Section,
including, but not limited to: The State and Local Building Code, Occupational Safety and
Heath Act, ADA Code and Energy Codes. Subcontractors shall be responsible to the Owner for
all costs, claims, fines and penalties imposed upon the Owner arising out of the Subcontractor's
failure to conform to and comply with such codes, laws and regulations.
F. Communications: All communications affecting contractual relations between Subcontracturs
and the Owner shall be in writing. No additional costs will be allowed to any Subcontrnctor or
material supplier without written approval of the GC
G. Coordination: All Subcontractors shall coordinate their design and installations with other
Subcontractors. Each Subcontractor shall be responsible for providing all backup materials and
installation of materials furnished by others required by union regulation.
P wer and Li htin : The Electrical Contractor shall supply temporary wiring �
H. Temporary o g g
throughout the building, to insure adequate and proper power and lighting for all trades and
temporary heat as necessary. The power must be in reach of an 100' extension cord. An i�
adequate number of bulbs shall also be furnished for temporary lighting. A minimum of 200
amp 120/240 volt, single phase service shall be furnished. The electrical contractor shall be
responsible for all hook-up fees to the power company, such as fees for temporary �
transformers, poles, etc.
I. Subcontractors shall familiarize themselves with the site and existing conditions; and shall '�
secure all field measurements necessary or required. No extra charge shall be permitted if the
subcontractor fails to acquaint himself with conditions at the jobsite.
�
END OF SECTION �
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Division 1 -Section 01100 �
Page 2 of 2
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SECTION 01200
SPECIAL CONDITIONS
1. Scope: Scope of Work is defined in the Drawings and Specifications, dated October 4, 1999.
2. Insurance: The followin t es and amounts of insurance shall be carried by all Subcontractors:
g YP
A. Worker's Compensation Insurance, Public Liability and Unemployment insurance
as required by Law.
B. Bodily injury insurance: $500,000 single limit.
C. Property Damage Insurance: $500,000 single limit.
D. Automobile Bodily Injury Insurance: $500,000 single limit.
�� Subcontractors waive all rights against the Owner for damages to persons or property caused by
�� fire or other casualty.
�
,� Each Subcontractor shall furnish to the GC satisfactory proof of coverage of insurance
required; with the Certificate of Insurance forwarded immediately after the award of the
_� contract. No payment shall be made until this item is received.
�� nd a ortable toilet.
3. The GC shall provide a temporary office a p
�� 4. Each Subcontractor shall at all times keep the premises free from accumulation of waste
� materials or rubbish, caused by his employees or work on a daily basis and; at the completion
,� of the Work, he shall remove all rubbish from and about the building, and all tools, scaffolding
,�� and surplus materials and shall leave his work area broom clean. If a subcontractor fails to
comply with these clean-up requirements, the GC will (after notification), do the necessary
clean-up and back-charge the cost of said clean-up to the applicable Subcontractor(s). If a
�'� dispute arises between separate Subcontractors as to their responsibility for cleaning up, the GC
may allocate the responsibility per his own discretion.
��� 5. Non-Conforming work: In the case of faulty or defective Work; the GC shall have the option,
eF-�et�t�rr��3�h�ve�to takP aTnronri�..te reduction to the contract sum.
6. Supervision: Each Subcontractor shall provide a competent foreman to supervise the
construction of his work.
� 7. Governing Law: The law governing this shall be the law of the jurisdiction in which the Project
is located.
��
� Division 1 -Section 01200
Page 1 of 2
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8. TAXES: ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS SHALL BE
RESPONSIBLE FOR PAYING ALL SALES TAX AND USE TAX APPLICABLE ON
ITEMS THEY FURNISH; AND SHALL NOTE SAME SEPARATELY ON EACH
1NVOICE.
9. Progress Payments: All Subcontractors and material suppliers shall deliver to the Owner their
invoices for work performed and/or materials delivered to the Project before the 25th of the �
previous month, in order to receive payment during that month. Invoices not received by that
time will be processed the following month. Also, only the invoices submitted on AIA
requisition form # G702 will be considered. All others will be returned for resubmittal. The �
Owner shall be entitled to withhold as retainage 10% of all costs of work items per invoice.
lO.Lien Waivers: All Subcontractors and Material Suppliers shall furnish a waiver of inechanic's `�
lien after receipt of payment. All Subcontractors shall submit a list of sub and Material
Suppliers. Upon request, a Subcontractor shall submit Lien Waivers from his Subs and Material
Suppliers. �
11. Final Submittals:
A. All maintenance and operating manuals. �
B. Marked sets of Drawings and Specifications reflecting "AS BLTII..T" conditions.
C. Any special guarantees or warranties required by the Contract Documents.
D. Note: Final Payments shall be withheld until receipt to the Architect, of as built R�
drawings.
END OF SECTION
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Division 1 -Section 01200 R`�
Page 2 of 2
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SECTION 01300
SUBMITTALS
1.1 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES
A. Shop Drawings and Product Data shall be submitted to the General Contractor, for
submission to the Architect or Engineer for their approval. The Shop Drawings
-- - shal�bear the General Contractor's stamp of approval, prior to being forwar�ied.
B. Clearl identif Sho Drawin s and Product Data as to the Subcontractor,
Y Y P g
manufacturer, specification section and item submitted.
C. Submit (1) reproducible and (1) copy of each Drawing, minimum.
D. Upon review, the Architect will obtain prints of the reproducible for his record and
will return the reproducible to the Subcontractor. The Subcontractor will correct the
original Drawing as required, and resubmit if requested to do so.
��� ifi . The
E. Submrt (4) copies of Product Data and samples, unless otherwise spec ed
Architect will retain (2) copies, and (2) copies will be returned to the
'�� Subcontractor.
�� END OF SECTION
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� Division 1 -Section 01300
Page 1 of 1
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SECTION 03200
CONCRETE REINFORCEMENT
PART 1 GENERAI-
1.1 SECTION INCLUDES
- - - �. Rernforci�g stee�-bars axi�accessories for cas�in-place concrete. _ _ _
1.2
RELATED SECTIONS
A. Section 03300 - Cast-in-Place Concrete.
B. Section 04300 —Unit Masonry System.
1.3 REFERENCES
� A. ACI 301 - Structural Concrete for Buildings.
'� B. ACI 318 -Building Code Requirements For Reinforced Concrete.
C. ACI SP-66 - American Concrete Institute-Detailing Manual.
�� D. ASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement.
" E. AWS D1.4 - Structural Welding Code for Reinforcing Steel.
F. CRSI - Concrete Reinforcing Steel Institute -Manual of Practice.
�� G. CRSI 63 - Recommended Practice For Placing Reinforcing Bars.
"' H. CRSI 65 - Recommended Practice For Placing Bar Supports, Specifications and
Nomenclature.
��
1.4 SUBMITTALS FOR REVIEW
A. Section 01300 - Submittals: Procedures for submittals.
� B. Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of
reinforcing steel.
�� 1.5 SUBMITTALS FOR INFORMATION
A. Section 01300 — Submittals: Procedures for submittals.
1.6 QUALITY ASSURANCE
���€e��e��accarda.�r,e•x�;+h AC'T 'i01 —
PART 2 PRODUCTS
2,1 REINFORCEMENT
A. Reinforcing Steel: ASTM A615, Grade 60; deformed billet steel bars.
B. Welded Steel Wire Fabric: ASTM A185 Plain Type.
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�� Division 3 -Section 03200
Page 1 of 2
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2.1 CONCRETE MATERIALS, continued
B. Aggregates: ASTM C33. Maximum Sizes as follows:
Footings: 1 'h"
Fill for masonry: 3/8"
All other concrete: 3/4"
C. Water: Clean and not detrimental to concrete. �.
2.2 ADMIXTURES
A. Air Entrainment: ASTM C260.
B. Chemical: ASTM C494 Type A—Water Reducing.
2 3 ACCESSORIES �
A. Non-Shrink Grout: Premixed compound consisting of non-metallic aggregate,
cement, water reducing and plasticizing agents; Euclid EUCO N-S GROUT or ..�
equal.
B. Vapor Barrier: ASTM 171, (6) mil. Vapor to be placed below the floor slab.
2.4 JO
1NT DEVICES AND FILLER MATERIALS F�
A. Joint Filler : ASTM D1751; Asphalt impregnated fiberboard or felt '/4 inch thick;
tongue and groove profile. ��
B. Expansion and Contraction Joint Devices: ASTM B221 resilient, elastomeric filler
strip. �
C. Sealant: ASTM D1190; Hot applied rubber asphalt compound, equal to Meadows
HI- SPEC. Cold applied sealer to be Mameco VITLKEM 45 or equal.
2.5 CONCRETE MIX ��
A. Mix concrete in accordance with ASTM C94 and ACI 301B. Provide concrete to '
the following criteria:
Concrete exposed to weather: 4000 psi
Footings, composite slabs, concrete fill �
for pan stairs and concrete fill for r�
masonry bond beams and lintels and
cores of reinforced masonry walls: 3000 psi
Slump as determined by ASTM C 143 shall be as follows: ��
Slabs on grade, composite slabs and fill 2" to 3"
for pan stairs:
Footings, piers and all other structural �
concrete: 3" to 4"
Concrete fill for masonry bond beams
and cores of reinforced masonry walls: 5" to 8" +�
Division 3 -Section 03300 ``�
Page 2 of 4
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2.5 CONCRETE MIX, continued
', B. Use accelerating admixtures in cold weather only when approved by
� Architect/Engineer. Use of admixtures will not relax cold weather placement
requirements.
�� C. Use calcium chloride only when approved by Architect/Engineer.
D. Use set retarding admixtures during hot weather only when approved by
__ . A.Fs�itect/�ngine�. _ _ _
E. Add air entraining agent to normal weight concrete mix for work exposed to
exterior.
�� PART 3 EXECUTION
3.1 EXAMINATION
� A. Verify site conditions under provisions of Section Ol 100.
` C. Verify requirements for concrete cover over reinforcement.
D. Verify that anchors, seats, plates, reinforcement and other items to be cast into
��� concrete are accurately placed, positioned securely, and will not cause hardship in
plactng concrete.
� 3.2 PREPARATION
�
A. Prepare previously placed concrete by cleaning with steel brush and applying
�� bonding agent in accordance with manufacturer's instructions.
;� B. In locations where new concrete is dowelled to existing work, drill holes in existing
concrete, insert steel dowels and pack solid with non-shrink grout.
C. Coordinate the placement of joint devices with erection of concrete formwork and
��� placement of form accessories.
3.3 PLACING CONCRETE
� A. Place concrete in accordance with ACI 301.
B. Ensure reinforcement, inserts, embedded parts and formed expansion and
�� contraction joints are not disturbed during concrete placement.
; C. Install vapor retarder under interior slabs on grade. Lap joints minimum 6 inches
D. Repair vapor retarder damaged during placement of concrete reinforcing. Repair
with vapor retarder material; lap over damaged areas minimum 6 inches and seal
watertight.
:- E. Separate slabs on grade from vertical surfaces with building or kraR paper.
� F. Install joint devices in accordance with manufacturer's instructions.
G. Saw cut joints within 24 hours after placing. Use 3/16 inch thick blade, cut into 1/4
depth of slab thickness.
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� Division 3-Section 03300
Page 3 of 4
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3.2 PREPARATION
A. Prepare support equipment for the erection procedure, temporary bracing, and �
induced loads during erection.
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3.3 ERECTION
A. Erect members without damage to structural capacity, shape, or finish. Replace or
repair damaged members.
B. Align and maintain uniform horizontal and vertical joints, as erection progesses. �
C. Maintain temporary bracing in place until final support is provided. Protect
members from staining.
D. Provide temporary iateral support to prevent bowing, twisting, or vvarping of
membsrs.
E. Adjust differential camber between precast members to tolerance before final
attachment. ;�
F. Install bearing pads.
G. Level differential elevation of adjoining horizontal members with grout to
maximum slope of 1:12 . �
H. Set vertical units dry, without grout, atta.ining joint dimension with lead or plastic
spacers.
I. Grout underside of column and beam bearing plates �
J. Secure umts m place. PerForm welding in accardance with AWS D1.1.
3.4 ERECTION TOLERANCES Y�
A. Erect members level and plumb within allowable tolerances.
B. Conform to PCI NIlVI,-116 �
C. Exposed 7oint Dimension: 3/8 inch plus or minus 1/4 inch .
3.5 PROTECTION
A. Protect members from damage caused by field welding or erection operations. ��
B. Provide non-combustible shields during welding operations.
��3.6 CLEAl�TING
A. Clean weld marks, clirt,or blemishes from surface of exposed members.
END OF SECTION
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Division 3-Section 03411 `�
Page 4 of 4
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SECTION 03415
HOLLOW CORE PRECAST PLANKS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Floor ptanks.
B. Connection plates .
C. Grouting plank�oint keys.
1.2 RELATED SECTIONS
�� A. Section 03300 - Cast-in-Place Concrete
B. Section 03411 - Structural Precast Concrete.
� C. Section 03505 - Self-Leveling Underlayment.
D. Section 04300 - Unit Masonry System : Masonry load bearing support walls.
E. Section 07270 - Firestopping.
��
1.3 REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
�d� B. ACI 318 - Building Code Rec�uirements for Reinforced Concrete.
C. ASTM A36 - Structural Steel.
� D. ASTM A416 - Uncoated Seven-Wire Stress-Relieved Steel Strand for Prestressed
,,�;
Concrete.
E. AWS D1.1 - Structural Welding Code.
�� F. AWS D1.4 - Structural Welding Code - Reinforcing Steel.
;� G. PCI -Manual For The Design of Hollow Core Slabs.
H. PCI MNL-116 - Manual for Quality Control for Plants and Production of Precast
and Prestressed Concrete Products.
�� I. PCI MNL-120 - Design Handbook-Precast and Prestressed Concrete.
J. PCI MNL-123 - Manual on Design of Connections for Precast Prestressed
�� Concrete.
K. PCI MNL-124 - PCI Design for Fire Resistance of Precast Prestressed Concrete.
M. PCI -Tolerances for Precast and Prestressed Concrete.
N. LJL -Underwriters' Laboratories Inc., Fire Resistance Directory.
1.4 DESIGN REQUIREMENTS
;��� A. Size components to withstand design loads as indicated on the Drawings.
B. Design components to accommodate construction tolerances, deflection of other
building structural members and clearances of intended openings.
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� Division 3 -Section 03415
Page 1 of 4
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1.4 DESIGN REQUIREMENTS, continued
C. Calculate structural properties of framing members in accordance with ACI 301 �
and ACI 318.
1.5 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Shop Drawings: Indicate plank locations, connection details, edge conditions,
bearing requirements, support conditions, dimensions, openings, and relationship to
adjacent materials.
C. Product Data: Indicate standard component configuration, design loads,
deflections, and cambers.
1.6 QUALITY ASSURANCE �
A. Perform Work in accordance with the requirements of PCI M1�II.-116, PCI
MNL-123, and PCI MNL-120.
B. Maintain plant records and quality control progam during production of precast
planks. Make records available upon request.
��
1.7 QUALIFICATIONS
A. Fabricator: Company specializing in manufacturing the work of this section with 5 ��
years documented experience
B. Erector: Company specializing in erecting the work of this Section with 5 years �
documented experience. r
C. Design precast concrete members under direct supervision of a Professional `
Structural Engineer experienced in design of this work and licensed in the State of
Minnesota. ��
D. Welder: Qualified with AWS D1.1.
PART 2 PRODUCTS 1�
2.1 MATERIALS �
A. Materials: ACI318.
. B. Tensioning Steel Tendons: ASTM A416 Grade 250 or 270 K
C. Reinforcing Steel: ASTM A615, deformed steel bars.
D. Cement Grout: Minimum compressive strength of 3,000 psi at 28 days.
2.2 ACCESSORIES �
A. Connecting and Supporting Devices: ASTM A36 carbon steel
B. Core Hole End Plugs: Glass fiber insulation.
C. Hanger Tabs: Galvanized steel, designed to fit into grouted key joints, capable of �
supporting 500 dead load, predrilled to receive hanger.
Division 3 -Section 03415 ,�
Page 2 of 4 �
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2.2 ACCESSORIES, continued
D. Bearing Pads: Multi-monomer plastic strips shall be non-leaching and support
construction loads with no visible overall expansion.
E. Sill Seal: Compressible glass fiber strips.
2.3 FABRICATION
; A. Conform to AWS D1.4. and PCI MNL-116.
B. Embed anchors, inserts, plates, angles, and other items at locations indicated.
� C. Provide openings required by other sections, at locations indicated.
� 2.4 COMPONENTS
e.�'
A. Nominal Thickness: as indicated on the Drawings ( 8 and 12 inches)
B. Nominal Plank Width: 48 inches
�
2.5 SOURCE QUALITY CONTROL AND TESTS
A. Test samples in accordance with specified ASTM and ACI standards.
�::�
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PART 3 EXECUTION
�.�J 3.1 EXAMINATION
A. Verify that site conditions are ready to receive work and field measurements are as
� indicated on shop drawings.
•� � B. Verify supporting structure is ready to receive work.
:,
3.2 PREPARATION
��� A. Prepare support devices for the erection procedure and temporary bracing.
3.3 ERECTION
-� A. Erect members without damage to structural capacity, shape, or finish. Replace or
repair damaged members.
`� B. Align and maintain uniform horizontal and end joints, as erection progresses.
� C. Maintain temporary bracing in place until final connection is made. Protect
ining.
D. Install bearing pads and sill seal at bearing ends of planks
E. Adjust differential camber between precast members to tolerance before final
attachment and grouting .
F. Adjust differential elevation between precast members to tolerance before final
attachment.
Y.� H. G-rout plank joints, trowel smooth.
:: G. Secure units in place. Perform welding in accordance with AWS D1.1.
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�-� Division 3 -Section 03415
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Page 3 of 4
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3.4 ERECTION TOLERANCES
A. Erect members level and plumb within allowable tolerances. Conform to PCI
MNL-116.
3.5 PROTECTION OF FINISHED WORK
A. Protect members from damage caused by field welding or erection operations.
B. Provide non-combustible shields during welding operations.
�
�.6 CLEATTING
A. Clean weld marks, dirt, or blemishes from surface of exposed members.
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END OF SECTION �
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Division 3 -Section 03415 ��
Page 4 of 4
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SECTION 03505
SELF-LEVELING UNDERLAYMENT
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Liquid applied gypsum based self-leveling floor underlayment.
1.2 RELATED SECTIONS
A. Section 03410 - Structural Precast Concrete
B. Section 03415 - Precast Concrete Hollow Core Planks: Precast concrete floor
substrate.
C. Section 06111 - Framing and Sheathing : Wood floor substrate.
�
�� 1.3 REFERENCES
A. ASTM C472 - Method for Physical Testing of Gypsum Plasters and Gypsum
Concrete.
B. ASTM E286 - Test Method for Surface Flammability of Building Matenals Using
an 8 Foot (2.44 m) Tunnel Furnace.
1.4 QUALITY ASSURANCE
A. Applicator: Company specializing in performing the work of this Section with
� minimum years documented experience.
w��
1.5 REGULATORY REQUIREMENTS
��; A. Conform to applicable code for combustibility or flame spread requirements.
B. Conform to iTL Assembly Design No. L528.
��' 1.6 ENVIRONMENTAL REQUIREMENTS
A. Section 01600 - Matenal and Equipment: Environmental conditions affecting
products on site.
B. Do not install underlayment until floor penetrations and peripheral work are
complete.
. aintam minimum ambient temperatures of 50 degrees F ;24 hours before, during
and 72 hours after installation of underlayment.
D. During the curing process, ventilate spaces to remove excess moisture.
PART 2 PRODUCTS
' 2.1 MANUFACTURERS
� A. Gyp-Crete Corporation: Gyp-Crete 2000.
;
;,,,� Division 3 -Section 03505
Page 1 of 2
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.�
2 1 M/�NUFAC"I'URERS, continued
B. Hacker Industries: "Firm Fill" 2000 psi �
2.2 MATERIALS
A. Underlayment: Gypsum based mix. '�
B. Water: Potable and not detrimental to underlayment mix materia(s.
C. Primer: Manufacturer's recommended type.
D. Joint and Crack Filler: Latex based. �
2.3 MIXINU
A. Site mix materials in accordance with manufacturer's instructions �
B. Mix to self-leveling consistency.
PART 3 EXECUTION �
3.1 EXAMINATION
A. Section 01100 - General Requirements: Verification of existing conditions prior to �
beginning work
B. Verify that substrate surfaces are clean, dry, unfrozen, do not contain petroleum bi-
products, or other compounds detrimental to underlayment material bond to �
sub strate. �
3.2 PREPARATION �
A. Remove substrate surface irregularities. Fill voids and deck joints with filler.
Finish smooth. �
B. Vacuum clean surfaces.
C. Prime substrate in accordance with manufacturer's instructions. Allow to dry.
D. Close floor openings. �
3.3 APPLICATION
A Install underlayment in accordance with manufacturer's instructions. ��
B. Place to thickness indicated.
C. Place after partition installation.
3.4 CURING �
A. Air cure in accordance with manufacturer's instructions. '
3.5 PROTECTION OF FINISHED WORK �
A. Section 01700 - Contract Closeout: Protecting installed work.
B. Do not permit traffic over unprotected floor underlayment surf'aces. �
END OF SECTION ,
Division 3 -Section 03505 �
Pagc 2 of 2 '
r
kF
SECTION 04300
U1vIT MASONRY SYSTEM
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Concrete masonry.
B. Reinforcement, anchorage, and accessories.
1.02 PRODUCTS INSTALLED BUT NOT FUR1vISHED UNDER THIS SECTION
A. Section 05500—Meta1 Fabrications: Loose steel lintels.
B. Section 07160—Bituminous Dampproofing: Dampproofing masonry surfaces.
� C. Section 07191 —Vapor Retarders: Vapor retarder membrane placed on interior face
��� of wall insulation.
D. Section 07212—Rigid Insulation: E�erior masonry insulation.
E. Section 07270—Firestopping: Firestopping at penetrations of masonry work.
E � F. Section 07624— Sheet Metal Flashing and Trim: Cap flashings over masonry work.
G. Section 07900—Joint Sealers: Rod and seala.nt at control and expansion joints.
��
1.03 REFERE1�tCES
A. ACI 530 -Building Code Requirements for Masonry Structures.
� B. ACI 530.1 - Specifications For Masonry Structures.
" �� C. ASTM A82 -Cold-Drawn Steel Wire for Concrete Reinforcement.
D. ASTM A615—Defoimed and Plain Billet Steel Bars for Concrete Reinforcement.
�`� E. ASTM C62—Building Brick(Solid Masonry Units Made From Clay or Sha1e).
F. ASTM C90-Load-Bearing Concrete Masonry Units.
-� G. UL—Fire Resistance Directory.
�;� H. Brick Institute of America. (BIA) — Technical Notes — "Anchored Brick Veneer —
Woodframe Construction."
��
1.04 SUBMITTALS
A. Submit under r ' .
B. Samples: Submit two samples of face brick and concrete block units to illustrate
color,texture and extremes of color range.
D. Manufacturer's Certificate: Certify that Products meet or exceed specified
requirements.
1.05 MQCKUP
A. Provide mockup of concrete block and brick masonry(2'x2' panel of ea.ch type).
���
�`^� Division 4-Section 04300
� Page 1 of 6
� �
...1
�
�
PART 2 PRODUCTS
2.01 CONCRETE MASONRY IJNITS
A. Hollow Load Bearing Block Units(CMLn: ASTM C90, Type I
B. Solid Load-Beacing Block Units(CMU): ASTM C90, Type I
C. Decorative Block Units: ASTM C90, Type I(Rock Face)color as selected
2 02 BRI K iJNITS
. C
A. Face Brick: ASTM C216, Type FBS or FBX �
B. Size and Shape: Nominal modular size of 4 x 4 x S inches.
C. Brick Types: As selected by Owner.
2.03 REINFORCEMENT AND ANCHORAGE .�
A. Wall Ties: Hohmann and Barnard#345-BT Flexible Wall Tie, 4"long.
,�2.04 MORTAR
A Mortar materials:
1. Portland Cement: ASTM C150, Type 1
2. Hydrated Lime: ASTM C207, Type S �
3. Sand: ASTM C144
4.Mortar pigments: Euclid SUPER CONCENTRATED MORTAR COLOR, �
Sonneborn SONOBRITE SEAL-PROFF or Tamms COLORANTS.
2.05 FI,A�HiNGS �
A. Through-Wall Plastic Flashings: Sheet polyvinyl chloride; 20 mil thick; as
manufactured by American Cyanimid WASCOSEAL, Rubber and Plastics
Compound Co. NERVASTRAL SEAL-PROOF HD or equal. �.�
2.06 ACC�SSORIES
A. Joint Filler: Closed cell polyvinyl chloride : oversized 50 percent to joint width self ��
expand'wg.
B. Building Paper: No. 15 asphalt saturated felt.
C. Weeps: Performed plastic tubes.
D. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.
E. Adhesive to seal insulation joints: Dow Chemical STYROFOAM MASTIC#11
F. Bituminous Plastic Cement: FS SS-C-153C, Type I.
�
Division 4-Section 04300 �
Page 2 of 6
�
��
PART 3 E�ECUTION
3.01 EXAr�IINATION
A. Verify that field conditions are acceptable and are ready to receive work.
_ B. Verify items provided by other sections of work are properly sized and located.
C. Verify that built-in items are in proper location, and ready for roughing uito masonry
work.
�p. 3.02 PR�PARATION
�.
A. Dire.ct and coordinate placement of inetal anchors supplied to other sections.
B. Provide temporary bracing during installation of masonry work. Maintain in place
F�� until building structure provides permanent bracing.
3.03 COURSING
�%� A. Establish lines,levels,a.nd coursing indicated. Protect from displacement.
B. Maintain masonry cowses to uniform dimension. Form vertical and horizontal joints
, ; of uniform tluckness.
�,.,� C. Concr,ete Masonry Units:
1. Bond: Running
� 2. Coursing: One unit and one mortar joint to equal8 inches.
�-��� 3. Mortar 7oints: Concave.
D. Brick Units:
-� 1. Bond: Running, except as noted otherwise on Drawings.
```4� 2. Coursing: Three units and three mortar'oints to ual 8 inches_
J �1
3. Mortar Joints: Concave.
'k�
3.04 PL�CING AND BONDING
A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed
i�� �tho��Wo�.
B. La.y hollow masonry units with face shell beddin on h
. enng corners of joints or excessive fwrowing of mortar joints are not permitted.
�% D. Remave excess mortar as work progresses.
E. Interlock intersections and external coroers.
� F. Do not shift or tap masonry units after mortar has achieved initial set. Where
,
,�� adjustment must be made, remove mortar and replace.
G. Perform job site cutting of masonry units with proper tools to provide straight, clean,
unchipped edges. Prevent broken masonry unit corners or edges.
���
'Y ,
`mw� Division 4-S�ction 04300
Page 3 of 6
��,
.,�
,�
3.04 PLACING AND BONDING, continued
H. Cut mortar joints flush where resilient base is scheduled, or dampproofing is
applie�i.
I. Isolate top joint of masonry walls from horizontal structural framing members and
slabs or decks with compressible joint filler.
3.05 VV�EPS
A. Install weeps in veneer at 24 inches oc horizontally, above through-wall flashing,
above shelf angles and lintels, and at bottom of walls and as indicated on the
Drawings.
B. Do not pernrit mortar to drop or accumulate nrto cavity air space or to plug weeps. y
3.06 REINFORCEMENT AND ANCHORAGE—MASONRY WALL VENEER �
A. Embed wa11 ties in masonry back-up to bond veneer for every 2-2/3 sq ft, with a
maximum spacing of 24" oc, in either direction. Place at maximum 3 inches oc
each way around perimeter of openings,within 12 inches of openings. �
3.07 MASONRY FLASHINGS
A. E�ctend flashings horizontally at foundation walls, above ledge or shelf angles and �
lintels, at bottom of wa11s, and as indicated on the Drawings.
B. Turn flashing up minimum 8 inches and bed into mortar joint of masonry and seal
to sheathing over wood back-up. �Y�
C. Lap end joints minimum 6 inches aad seal watertight.
D. Turn flashing,fold, and seal at corners,bends, and interruptions.
3.08 LIlv'TELS �
A. Install loose steel lintels over openings.
B. Install reinforced unit masonry lintels over openings where steel or precast concrete '�
lintels are not scheduled.
C. Do not splice reinforcing bars
D. Support and secure reinforcing bazs from displacement. Maintain position within 1/2
inch o£dimensioned position.
E. Place and consolidate grout fill without displacing reinforcing.
F. Allow masonry lintels to attain specified strength before removing temporary
supports.
H. Maintain minimum 8 inch bearing on each side of opening. �
�
3.09 GROUTED COMPONENTS
A. Reinforce bond beams and pilasters as indicated on the Drawings. �
B. Lap splices minimum 24 bar diarneters. .
Division 4-Section 04300 �
Page 4 of 6
.�
3.09 GROUTED COMPONENTS, continued
C. SuppoR and secure reinforcing bars from displacement. Maintain position within 1/2
mch of dunensioned position.
D. Place and consolidate gout fill without displacing reinforcing
E. At bearing loca.tions, fill masonry cores with grout for a minimum 12 inches either
side of opening.
3.10 ENlGINEERED 11�SONRY
A Lay masonry units with core cells vertically aligned ;clear of mortar and
unobstructed.
��
B. Place mortar in masonry unit bed joints back 1/4 inch from edge of unit grout
space$,bevel back and upward. Peimit mortar to cure 7 days before placing grout.
C. ReinfQrce masonry unit cores and cavities with reinforcement bars and grout as
,w';� indicated.
D. Retain vertical reinforcement in position at top and bottom of cells and at intervals
� not exceeding 192 bar diameters. Splice reinforcement in accordance with Section
03200,
E. Grout spaces less than 2 inches in width with fine grout using low lift grouting
1 techniques. Grout spaces 2 inches or greater in width with course grout using high
�;;� or low lift grouting techniques.
F. When grouting is stopped for more than one hour, terminate grout 1-1/2 inch
�_ below top of upper mas�nry unit to form a positive key for subsequent grout
.� placement.
3_11 CONTROL AND EXPANSION JOINTS
��-� A. Do not continue horizotrtal 'oint reinforcement throu control and e ansion
l St► XP
joints.
B. Install preformed control joint device in continuous lengths. Sea1 butt and corner
�:�
,�oi�ts in accordance with manufacturer's instructions.
C_ Size control joint in accorda.nce with Section 07900 for sealant performance.
�
3.12 BiJII,T-IN WORK
A. As work progesses, install built-in metal door and glazed frames, fabricated metal
frames, anchor bolts,plates,and other items#o be built-in the work and furnished by
other�ections.
B. Install built-in items plumb and level.
C. Bed anchors of inetal door and glazed frames in adjacent mortar joints. Fill frame
voids solid with grout. Fill adjacent masonry cores with grout minimum 12 inches
from framed openings.
�� D. Do not build in organic materials subject to deterioration.
3 Division 4-Section 04300
�� Page 5 of 6
�y��
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k.
3.13 CLTTTING AND FITTING
A. Cut and fit for chases, pipes, conduit, sleeves, and grounds. Coordinate with other
sectiot�s of work to provide correct size, sha.pe,and location.
B. Obtain approval prior to cutting or fitting masonry work not indicated or where
appearance or strength of masonry work may be impaired.
3.14 CL�ANING
A. Remove excess mortar and mortar smeazs as work progresses. �
B. Replace defective mortar. Match adjacent work.
C. Clean soiled surfaces with cleaning solution.
D. Use non-metallic tools in cleaning operations. �
END OF SECTION � �
��
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Division 4-Section 04300 ,�
Page 6 of 6
,�
�
' SECTION 04730
SIMULATED/MANUFACTURED STONE
,
� �
REEK
� STONE PRODUCTS
� ..
This section is based on the products of Boulder Creek Stone Products Inc., which is located at:
� Boulder Creek Stone Products
8282 Arthur Street
Minneapolis, MN 55432
� Tel: (763. 786-7138
Fax: (763. 786-7276
Email: info@bouldercreekstone.com
http:!/www.bouldercreekstone.com
' Boulder Creek Stone Products include. Standard items are available in a wide variety of designs and sizes.
To specify standard designs, obtain catalog by phone or at their web site. Verify lead times on custom items.
�
SECTIDN 04730—SIMULATED/MANUFACTURED STONE
PART 1 GENERAL
� 1.1 SECTION INCLUDES
� v A. Simulated stone assembly installed as wall veneer over a scratch coat prepared substrate as
indicated on drawings.
' 1.2 RELATED SECTIONS
' - . — ---- �-- ---,..__ �.-- -•--- __.,_ . ..
� A. Section 07190—Water Repellants.
B. Section 07920-Joint Sealers: Sealant materials for open joints.
1 1.3 REFERENCES
the edited section.
� A. ACI 530 - Building Code Requirements for Masonry Structures 8� Specifications for Masonry
Structures.
B. ASTM A 653 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron
' � Alloy-Coated (Galvannealed) by the Hot-Dip Process.
C. ASTM C 33-Standard Specification for Concrete Aggregates.
D. ASTM C 67 -Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile.
, 04730-1
t
E. ASTM C 140 - Standard Test Methods for Sampling and Testing Concrete Masonry Units and
Related Units. �
F. ASTM C 144-Standard Specification for Aggregate for Masonry Mortar.
G. ASTM C 150- Standard Specification for Portland Cement.
H. ASTM C 207-Standard Specification for Hydrated Lime for Masonry Purposes. �
I. ASTM C 270-Standard Specification for Mortar for Unit Masonry.
J. ASTM C 778- Standard Specification for Standard Sand.
K. ASTM C 847-Standard Specification for Metal Lath.
L. ASTM C 979-Standard Specification for Pigments for Integrally Colored Concrete. �
M. IMIAC-International Masonry Industry All-Weather Council: Recommended Practices and Guide
Specification for Hot and Cold Weather Masonry Construction.
1.4 SYSTEM DESCRIPTION �
A. General:
�� i
1. A mortar set and grouted veneer simulated stone assembly.
2. A mortar set modular veneer simulatedstone with2",4",and 6"high units or 3"and 5"high units.
The units are made with flat abutting surfaces that do not require a grout joint. �
B. Design: Comply with applicable requirements of governing authorities and codes of types of
masonrv construction shown, except wherP more stringent requirements are required.
1. Existing Wood Frame Construction: Applied over existing wall surfaces of interior plaster, �
interior drywall, exterior painted stucco or plywood. A wire lath and cement scratch coat
substrate shall be provided to support the simulated stone. �
2. Wood Frame Construction: Applied over existing wall surfaces of interior plaster, interior
drywall, and exterior painted stucco or plywood. A wire lath and cement scratch coat
substrate shall be provided to support the simulated stone. Exterior applications require a
moisture barrier installed according to the local building code. �;�
3. Masonry Construction:Applied to a masonry surface.A wire lath and cement scratch coat
substrate shall be provided to support the simulated stone.
4. Metal Stud Construction: Applied to metal stud construction no less than 18 gauge �
galvanized metal. Exterior wall studs shall be covered with plywood,fiber board,or exterior
gypsum board and a moisture barrier. A wire lath and cement scratch coat substrate shall
be provided to support the simulated stone.
5. Sheet Metal Construction: Applied to no less than 18 gauge galvanized sheet metal wall '
surface. A wire lath and cement scratch coat substrate shall be provided to support the
simulated stone.
C. Performance: �
1. Minimum tested values complying with ICBO Acceptance Criteria for Precast Stone Veneer
(AC51)testing standards. ,
a. Freeze thaw: 0.9 % loss.
b. Compressive strength: 5400 psi.
c. Shear Bond with Scratch Coat: 55.3 psi.
1.5 SUBMITTALS �
A. Submit under provisions of Section 01330.
B. Qualifications: Submit certifications and test reports indicating compliance with QualityAssurance ,
requirements.
C. Shop Drawings: Provide drawings showing dimensions, layout, expansion and control joints,
and interface with adjacent work. �
1. Include field measured dimensions of the spaces where items are to be installed, if critical
to proper installation. �
2. Provide drawings of at least as large scale as the architectural drawings. ��;
D. Samples of Grout: Two samples of sufficient size to review appearance and color. ,
04730-2 ,
�
' 1.6 QUALITY ASSURANCE
A. Manufacturer Qualifications: A minimum of five years experience in the manufacture of simulated
stone, and having adequate facilities and capacity to produce the quantity and quality specified
, in the time frame required.
B. Installer Qualifications: Regularly engaged and experienced in the installation of simulated stone,
employing experienced masons.
� C. Product Requirements:
1. Independent testing of product required for ICBO certification in compliance with AC51
and meeting physical characteristics specified.
2. Products proposed have been exposed to weather for at least one year without
� degradation.
1.7 DELIVERY, STORAGE,AND HANDLING
' A. Store units offi the ground on material that will not stain the stone;if long term storage is necessary,
cover with polyethylene or other non-staining waterproof material.
' 1.8 WARRANTY
A. Provide manufacturer's written warranty per Section 01795.
B. Material Warranty: Warrant materials against defects after completion and final acceptance of
Work for a period of 30 years. Manufacturer shall furnish,free-of-charge, new materials to replace
� materials determined to be defective. This material warranty does not include labor for
installation.
1. The warranty shall cover only manufacturing defects of the manufactured stone products
' and does not extend to or cover damage resulting from:
a. Settlement of the building or other wall movement.
b. Contact with chemicals, paint or staining.
c. Discoloration from airborne contaminates, oxidation, or fading associated with the
� normal aging process.
-� d. Faulty installation.
C. Installation Warranty: Warrant materials against installation defects after completion and final
' acceptance of Work for a period of 2 years.
1. The warranty shall cover installation defects of the manufactured stone products and does
not extend to or cover damage resulting from:
� a. Settlement of the building or other wall movement.
b. Contact with chemicals, paint or staining.
c. Discoloration from airborne contaminates, oxidation, or fading associated with the
normal aging process.
, D. Repair defects,or replace with new materials,faulty materials or workmanship developed during
the Installation Warranty period at no expense to Owner.
' PART 2 PRODUCTS
� A. Acceptable Manufacturer: Boulder Creek Stone Products Inc.
� B. Substitutions: Not permitted.
C. Requests for substitutions will be considered in accordance with provisions of Section 01630.
� 2.2 UNfTS
A. Simulated Stone: Engineered by manufacturer to achieve specified strength, color, and texture,
desired handling characteristics, and resistance to effects of weathering.
' �;'�' 1. Thickness: 1 to 3-1/2 inches.
2. Density: 90 pcf.
3. Compressive Strength: 5410 psi, minimum, at 28 days, when tested in accordance with
' 04730-3
'
ASTM C 67.
4. Water Absorption: 10.3%, maximum, when tested in accordance with ASTM C 140. �
5. Thermal Resistance: Not less than an R of 0.865.
6. Smoke and Fuel Contribution: UL Listed 0/0.
7. Flexural Strength: 660 psi. '
8. Tensile Strength: 319.9 psi.
9. Weather Resistance: Mix design proven by experience to be resistant to degradation by
weather.
_ ... _ . , . , ,_ _ _ _ . , � �
B. Stone Design and Color for Grouted System:
information. �
1. Bavarian Castle: Adorning the estates and castles of European royalty for centuries, the
Bavarian Castle adds a strong, regal look. ,
a. York Gray S6220-3
b. Westwood Brown S6230-3
c. Antique Buff S6240-4
2. Bluff Stone: Several flat stones stacked one on top of another, complete with warm, inviting, '
colors, and soft, wind-eroded edges.
a. Outback S4800-8
b. Cinnamon S4810-8 '
c. Sunset S4820-8
d. Seneca S4830-4
3. Cliffstone: An eye-catching stone with less protrusion than our Country Ledge, yet slightly '
flatter than Montana Ledge.Available in 2 color combinations.
a. Rio Grande S5150-0
b. Durango S5160-0
c. Apache S5170-4
d. Foxboro S5180-4 ��
e. Montour S5185-4
4. Country Ledge: A smoother version of our popular Montana Ledge. '
a. Brown S4000-8
b. Teton S4015-8
c. Glacier Buff S4025-8 '
d. Fossil Beige S4060-8
5. Cut Fieldstone: Similar rto our Palos Verdes stone,with softer edges and subtle texturization
on the face.
a. White Sandstone S3900-4 '
b. Regal Gray S3910-3
c. Lancaster S3920-4
d. Huntington S3930-4 ,
e. New England S3940-4
6. French Chateau: This stone lends itself very well to accent projects as well as full
exteriors.
a. Bastille S6300-3 �
b. Lafayette S6320-4
c. Bayou S6330-4
7. Montana Ledge: A popular, rugged, stone that utilizes stratification on the stone face to �
enhance a natural appearance. Slightly thicker than Country Ledge.
a. Rocky Mountain S4610-8
b. Cactus Ridge S4620-8 �
c. Suede Gray S4630-8
d. Leather Brown S4650-8
e. Cesapeake S4670-4 � �'`
. �:
8. Nuggets: A miniature version of River Rock, ranging in size from 2" to 5" in diameter, and �
available in all the River Rock colars.
04730-4 '
�
a. Superior S5600-9
' 9. Ohio Rubble: A rustic, weathered stone with soft rectangular edges and warm colors.
a. Northshore S4700-8
b. Olin Valley S4710-8
� c. Prairie Mountain S4720-8
d. Smokey Hollow S4725-8
e. Oklahoma Creme S4750-9
� f. Hudson Bay S4760-0
g. Stonehenge S4775-4
10. Pebble Stone: A smaller, thinner version of Washed River Rock perfect for customizing
building projects.
� a. River Bed S5400-8
11. Prairie Bluff: An exciting new pattern that combines varying thicknesses of stone to create
three dimensional depth and striking visual contrast.
, a. Navajo S5800-9
b. Yuma S5810-0
c. Laner S5820-0
' d. Oakwood S5830-4
e. Tucson S5840-4
12. River Rock: A popular pattern consisting of gently rounded stones of varying shapes and
sizes, now available in 9 different colors to match any decor.
' a. Comfort Blend S4330-8
b. Northern Blend S4345-8
c. Desert Rust S4350-8
' d. Natures Blend S4355-8
e. Copper Mountain S4370-8
f. Kettle Moraine S4380-8
g. Minnesota Blend S4385-8
13. Sangria: An elegant stone that replicates the look of quarried stone with a chiseled face
� front.
a. Castano S4200-8
, b. Spanish Wheat S4210-8
c. Chilton S4220-8
d. Sterling Gray S4225-8
� e. Tolono S4240-4
14. Southeastern Ledgestone: This stone's dramatic appearance is the choice for true
creative expression and southeastern charm.
a. Tupelo S6100-3
, b. Cajun S6110-3
c. Hamilton S6120-3
d. Savannah S6130-3
' e. Hickory S6140-3
f. Saratoga S6145-4
g. Sierra Madre S6150-4
� 15. Splitface: A natural looking split-face stone, available in 6 handsome colors to enhance
your home or building.
a. Great Lakes S4250-8
� b. Buckeye Blend S4260-8
c. Sagebrush S4270-9
d. Painted Desert S4280-0
� e. Willows Blend S4285-0
f. Granite S4300-8
� -,s
16. Washed River Rock: Similar to our River Rock pattern, with a smoother face and detailed
��;�: erosion lines for a natural, soothing, look and feel.
� a. Oriental S5300-8
17. Weathered Edge: A durable, massive stone specially detailed with stratification on the
� 04730-5
,
face to enhance the stone's aged, weathered, appearance.
a. Fon-Du-Lac S5100-8 ,
b. Sun Prairie S5110-8
c. Kodiak S5120-0
18. Windsor Castle: Similar to the Bavarian Castle pattern, but with a more defined, more ,
chiseled look.
a. Pewter Gray S4100-8
b. Brown S4110-8 '
c. Antique Buff S4120-8
C. Stone Color for Ungrouted System:
1. Fast Stak '
a. Korba Green S5000-8
b. Mirage Gray S5010-9 �
c. Gunflint Gray S5020-9
d. Jaffa Beige S5040-9
e. Cheyenne Ridge S5050-8
f. Nema S5060-8 ,
g. Sable S5070-8
2. Western Ledge Stak
a. Appaloosa S4900-2 '
b. Moroccan S4910-3
c. Mustang S4920-3
2.3 MATERIALS �
A. Pigment: Achieve desired color using only cement and aggregate to extent possible.
1. Limit quantity to 10 percent by weight of cement.
2. Inorganic, natural or synthetic iron oxide pigments complying with ASTM C 979 and
guaranteed by manufacturer to be lime proof.
a. Cement grade carbon black pigment is not permitted. '
B. Sand: Masonry sand per ASTM C144, aggregate graded with 100 percent passing No. 16
sieve.
C. Cement: ASTM C 150 Type I, III, and II white Portland cement. Blended by stone manufacturer �
to meet stone mix requirements.
D. Grout Pigments: Inorganic, natural or synthetic iron oxide pigments complying with ASTM C 979
and guaranteed by manufacturer to be lime proof.
E. Silica Sand: Silica sand per ASTM C778, aggregate containing metal oxides and trace elements �
specifically engineered and tested by stone manufacturer for stone product characteristics and
performance.
F. Lightweight Clay: Lightweight clay aggregate produced using the rotary kiln process and refined ,
per stone manufacturer's requirements.
G. Scratch Coat:
1. 1 part cement type I.
2. 2-1/2 parts Masonry Sand. �
3. Clean water.
H. Setting Mortar:
1. 1 part cement type I. �
2. 2 parts Masonry Sand.
3. Clean water.
_ '
� 6�,
,�;;�.;
I. Grout:
1. 1 part masonry cement type N.
04730-6 '
,
2. 2 parts clean washed masonry sand.
' � 3. Clean water.
4. Color: Match ArchitecYs sample.
J. Lath: Fabricate metal lath from galvanized steel: Structural-quality, zinc-coated (galvanized.
� steel sheet complying with ASTM A 653, G60 minimum coating designation conforming to ASTM
C 847 Diamond Mesh.
1. Interior: Corrosion resistant, 2.5 diamond wire lath or 3.4 flat galvanized diamond wire
' lath.
2. Exterior: Corrosion resistant, 3.4 flat galvanized diamond wire lath.
K. Moisture Barrier: 15 Ib. standard felt paper or Grade D paper.
L. Nails: 1 3/4"galvanized roofing nails or staples.
' M. Screws: Corrosion resistant, Number 8 self-tapping metal screws.
N. Joint Sealer and Accessory Materials: As specified in Section 07920.
' 2.4 SOURCE QUALITY CONTROL
' A. Prepare a field mock-up representing the most common shape required on the project.
1. Manufacture the full size unit in color and texture required.
2. Notify Architect when mock-up is ready for inspection. Approved mock-up may become
� part of the Work.
3. Architect will inspect only for color,texture,and overall appearance complying with specified
requirements.
� 4. Upon approval of mock-up unit, manufacture and install remaining units to match using
same materials and mix design.
PART 3 EXECUTION
,`��+� 3.1 EXAMINATION
, A. Do not begin installation until supporting structure has been completed;verify that substrates are
plumb and true.
B. Checkfield dimensions and tolerances ofsupporting structure before beginning installation. Where
, dimensions and tolerances will prevent proper installation,notify Architect and wait for instructions
before beginning installation.
3.2 PREPARATION
' A. Environmental Conditions:
1. Maintain materials and surrounding air temperature to minimum 50 degrees F prior to,
' during, and 48 hours after completion of masonry Work.
2. Cotd Weather Protection: When temperature of outside air is below 40 degrees F, pre-
condition materials and finish Work per the requirements set forth in ACI- 530.1, Section
3. Hot Weather Protection: Protect masonry construction from direct exposure to wind and
sun when erected in ambient air temperature of 99 degrees F in shade with relative humidity
less than 50 percent per the requirements set forth in ACI-530.1, Section 1.8.
' 3.3 INSTALLATION
' A. Moisture Barrier:Install two ply horizontally shingled over the exterior stud construction substrates
before applying the lath.
1. Overlapping a minimum of 2"on the horizontal and 6"on the vertical seams required.
���; B. Install metal lath to the prepared substrate.
' 1. Overlap minimum of 2"on the horizontal and 6"on the vertical seams required.
2. Vertical seams shall be at least 16"from a corner.The lath shall be fastened on both sides
, 04730-7
'
of the corner, every 6"vertically.
3. Fasten the lath using nails or staples to the studs on 6 inches vertically with a minimum of '
1 inch penetration.
4. Intermediate fastening to ensure continuous contact of the lath to the substrate is
required. '
5. Install expansion, contraction and accessories as indicated and required.
C. Install reinforced cement scratch coat solid and tight to lath. Rake surface when stiff prior to
beginning curing operation. Fully cure scratch coat prior to beginning stone installation. '
D. Lavout coursina and corners.
�lies.
1. Units shall be coursed and laid from top to bottom.
2. Units shall be coursed and laid from bottom to top. r
E. Set units using industry accepted mortared masonry techniques:
1. Using a trowel, apply 1/2 inch of mortar to the back of the stone piece, covering half of the ,
stone the entire length.
2. Press onto the prepared wall surface with "wiggle" motion when setting units.
3. Remove excess mortar before installing adjacent stones. Keep the face of the stone
clean. ,
4. Leave joints open at cornices, copings, projecting courses, and abutting dissimilar
materials.
5. Provide expansion joints in the coursing to coincide with wall expansion joints in �
substrate.
6. Keep stone at least 3 inches above grade.
F. Mortar Grout Joints: �
1. Grout units with a grout bag technique.
2. Rake top of joint and detail to create a uniform surface and solid joint.
3. Replace cracked mortar. ��
G. Open Joints: Install sealant backer, prime joint surfaces, and install sealant with tooled joint
surface matching mortar joints to comply with Section 07920.
H. Clean stone surface after pointing mortar has set; use dry soft fiber brushes. �
3.4 CLEANING AND PROTECTION
A. Protect installed units from mud, dirt, cement, paint, sealant, and other materials until completion '
of project; clean soiled units.
B. To clean, use fiber brushes and clean water if needed; DO NOT clean with acid or commercial
cleaners unless specifically approved by manufacturer. ,
C. Repair or replace damaged units and units that cannot be adequately cleaned before Substantial
Completion; for repair, use only mechanics and techniques approved by manufacturer.
END OF SECTION ,
,
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1
���:
'
04730-8 �
�
SECTION 05120
STRUCTURALSTEEL
PART 1 GENERAL
E TI N 1NCLUDES
1.1 S C O
A. Structural steel framing members.
B. Base plates.
C. Grouting under base plates.
� 1.2 RELATED SECTIONS
A. Section 03415 —Precast Hollow Core Planks
B. Section 06112—Framing and Sheathing
� C. Section 06193 —Plate Connected Wood Trusses
�� 1.3 REFERENCES
A. AISC - Code of Standard Practice - Manual of Steel Construction - Allowable
Stress Design(ASD).
B. ASTM A36/A36M- Structural Steel.
�� C. ASTM A307 - Carbon Steel Externally Threaded Standard Fasteners.
'�� D. ASTM AS63 - Carbon and Alloy Steel Nuts.
� E. ASTM A568/A568M - General Requirements for Steel, Carbon and High-Strength
�
Low-Alloy Hot-Rolled Sheet and Cold-Rolled Sheet.
�`� F. AWS A2.4 - Symbols for Welding, Brazing, and Nondestructive Examination.
G. AWS D1.1 - Structural Welding Code.
�� H. FM-Roof Assembly Classifications.
I. SSPC (Steel Structures Painting Council) -Painting Manual.
��� J. IJL - Fire Resistance Directory.
K. Warnock Hersey- Certification Listings.
1.4 SUBMITTALS FOR REVIEW
A. Shop Drawings:
attachments,and fasteners.
2. Indicate welded connections with AWS A2.0 welding symbols. Indicate net
weld lengths.
1.5 SUBMITTALS FOR 1NFORMATION
A. Manufacturer's Mill Certificate: Certify that Products meet or exceed specified
requirements.
��
�� Division 5-Section 05120
.,
Page 1 of 3
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f..e
1
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1.5 SUBMITTALS FOR INFORMATION, continued
B. Welders Certificates: Certify welders employed on the Work, verifying AWS
qualification within the previous 12 months.
1.6 QUALITY ASSURANCE
A. Fabricate structural steel members in accordance with AISC Code of Standard
Practice.
B. Perform Work in accordance with AISC Section 10.
C. Maintain one copy of each document on site.
D. Fabricator: Company specializing in performing the work of this section with
minimum five years experience.
E. Erector: Company specializing in performing the work of this section with
minimum five years experience.
F. Design connections not detailed on the Drawings under direct supervision of a y
Professional Structural Engineer experienced in design of this work and licensed in
the State of Minnesota. �
PART 2 PRODUCTS
2.1 MATERIALS ,�
A. Structural Steel Members: ASTM A36/A36M;ASTM A572/A572M, Grade 50.
B. Structural Tubing: ASTM A500 �
C. Pipe: ASTM A53, Grade B. ���
D. Bolts, Nuts, and Washers: ASTM A325 bolts, ASTM A563 nuts, galvanized to
ASTM A123 , A153 for galvanized structural members . �
E. Anchor Bolts: ASTM A307.
F. Welding Materials: AWS D1.1; type required for materials being welded.
G. Grout: Non-shrink type, pre-mixed compound consisting of non-metallic ;�
aggregate, cement, water reducing and plasticizing additives, capable of developing
a minimum compressive strength of 7,000 psi at 28 days.
H. Shop and Touch-Up Primer: SSPC 15, Type 1, red oxide. �
2.2 FABRICATION
A. Continuously seal joined members by intermittent welds and plastic filler. Grind
exposed welds smooth.
B. Fabricate connections for bolt, nut, and washer connectors.
2.3 FINISH �'
A. Prepare structural component surfaces in accordance with SSPC SP.
B. Shop prime structural steel members. �
Division 5-Section 05120 ;�
Page 2 of 3
"'�
PART 3 BXECUTION
3.1 EXAMINATION
A. Coordination and Meetings: Verification of existing conditions prior to beginning
work.
3.2 ERECTION
A. Allow for erection loads, and for sufficient temporary bracing to maintain structure
safe, plumb, and in true alignment until completion of erection and installation of
permanent bracing.
B. Field weld components indicated on Drawings.
h C. Field connect members with threaded fasteners; torque to required resistance.
D. Do not field cut or alter structural members without approval of
�� Architect/Engineer.
E. After erection, prime welds, abrasions, and surfaces not shop primed, except
surfaces to be in contact with concrete.
��:
F. Grout under base plates . Trowel grouted surface smooth, splay neatly to 45
degrees.
3.3 ERECTION TOLERANCES
��� 1 mb: 1/4 inch er sto , non-cumulative.
A. Maximum Variation From P u p rY
� B. Maximum Offset From True Alignment: 1/4 inch .
:�.�
END OF SECTION
�
�
��
�� Division 5-Section 05120
Page 3 of 3
�':
�
SECTION 05520
HANDRAILS AND RAILINGS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Steel handrails, guardrails and fittings.
1.2 RELATED SECTIONS
A. Section 03300 - Cast-In-Place Concrete: Placement of anchors in concrete.
B. Section 06114–Wood Blocking and Curbing.
C. Section 09900 - Painting: Paint finish.
� 1.3 REFERENCES
A. ASTM E935 - Test Methods for Performance of Permanent Metal Ra.iling Systems
and Rails for Buildings.
'� B. ASTM E985 -Permanent Metal Railing Systems and Rails for Buildings.
C. SSPC (Steel Structures Painting Council) - Steel Structures Painting Manual.
�'� 1.4 DESIGN REQLJIREMENTS
�:.
A. Fabricate railing assembly, wall rails, and attachments to ASTM E985.
G��
1.5 SUBMITTALS FOR REVIEW
A. Section 01300 - Submittals: Procedures for submittals.
� B. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size
and type of fasteners, and accessories.
PART 2 PRODUCTS
�
2.0 STEEL RAILING SYSTEM
A. Steel Tubing: ASTM A500, Grade B
B. Pipe: ASTM A53, Grade B, 1 1/2" diameter.
C. Fittin s: Elbows T-sha es . —
D. Exposed Fasteners: Flush countersunk screws or bolts; consistent with design of
railing.
E. Shop and Touch-Up Primer: SSPC 15, Type 1, red oxide.
F. Shop Prefinishing: Enameled color as selected .
2.1 FABRICATION
� A. Fit and shop assemble components in largest practical sizes for delivery to site.
Division 5-Section 05520
�� Page 1 of 2
��
�"'
2.1 FABRICATION, continued
B. Fabricate components with joints tightly fitted and secured. Provide spigots and
sieeves to accommodate site assembly and installation.
C. Provide anchors required for connecting railings to structure.
D. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unobtrusively
located; consistent with design of component, except where specifically noted
otherwise.
E. Supply components required for anchorage of fabrications. Fabricate anchors and
related components of same material and finish as fabrication, except where
specifically noted otherwise.
F. Exterior Components: Continuously seal joined pieces by intermittent welds and
plastic filler. Drill condensate drainage holes at bottom of inembers at locations that
will not encourage water intrusion.
G. Interior Components: Continuously seal joined pieces by intermittent welds and r�
plastic filler.
H. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed
joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. ;�
I. Accurately form components to suit stairs and landings, to each other and to
building structure.
J. Accommodate for expansion and contraction of inembers and building movement �
without damage to connections or members.
PART 3 EXECUTION ��
,
3.1 E��ANIINATION
A. Verify that field conditions are acceptable and are ready to receive work. `�
3.2 INSTALLATION
A. Install components plumb and level, accurately fitted, free from distortion or Y�
defects.
B. Conceal bolts and screws whenever possible. Where not concealed, use flush �
countersunk fastenings.
C. Assemble with spigots and sleeves to accommodate tight joints and secure
installation.
END OF SECTION
�
Division 5-Section 05520 �
Page 2 of 2
�
SECTION 06112
FRAMING AND SHEATHING
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Structural floor,wall, and roof framing.
B. Built-up structural beams and columns.
C. Roof$heathing.
D. Sill gaskets and flashings.
E. Preservative treatment of wood.
F. Miscellaneous framing and sheathing.
G. Telephone and electrical panel back boazds.
H. Concealed wood blocking for support of toilet and bath accessories and wall
Ya'
cabinets.
� 1.2 RE�,A�ED SECTIONS
A. Sections 08112, 08311, 08410, 08630: Door frames and window installation.
�,� 1.3 REFERENCES
A. ALSC(American Lumber Standards Committee)- Softwood Lumber Standards.
B. ANSI A208.1 -Mat-Formed Wood Particleboard.
� C. APA(American Plywood Association).
��„�
D. AWPA (American Wood Preservers Association) Cl - All Timber Products -
Preservative Treatment by Pressure Process.
,V� E. NFPA(National Forest Products Association).
F. WWPA(Western Wood Products Association).
�
,� 1.4 QUALITY ASSURANCE
A. Perform Work in accordance with the following agencies:
1. Lu�ber C'rrading Agency: Certified by ALSC.
2. �lywood Grading Agency: Certified by APA.
manufaeturer's certificate certifying that produds meet or exceed specified
requirements.
1.5 DELIVERY, STORAGE,AND PROTECTION
A. Section 01100 - Material and Equipment: Transport, handle, store, and protect
products.
�::�-
���,
Division 6-Section 06112
Page 1 of 4
�
m�`<
PART 2 PRODUCTS
2.1 LiJMBER MATERIALS
A. Lumb�r Grading Rules: NFPA,WWPA.
B. Joists, bea.ms, all framing lumber: Douglas Fir, Hem-Fir, Southern Yellow Pine,
graded under the applicable rules.
C. Lumber Grades: All wood except Premanufactured Wood Trusses and Glue-
Laminared Beams sha11 have the following minimum properties:
Fb= 1 i 50 psi E= 1,400,000 F�=875 psi F�=75 psi
D. Moisture content: 19%max. �
2.2 SH�ATHING MATERIAI,S :�
A. Particleboard Roof Sheathing: ANSI A208.1, APA Oriented Strand Board with a
span rating of 48/24; 15/32" thick.
B. Gypsum Wa11 Sheathing: Moisture resistant 1/z" inch thick, 24 x 96 inch sized �
sheets, square edges,water repellent paper faces.
C. Pazticleboard Floor Sheathing: ANSI A208.1, APA Oriented Strand Board sanded
faces. Material to be 3/4 inch thick, T & G. Glue all sheathing continuously along �
supports.
D. Telephone and Electrical Panel Boards: 3/4 inch Plywood.
2.3 SHEATHING AND UNDERLAYMENT LOCATIONS -�
A. Sloped Roof Sheathing: 15/32 inch thick,48 x 96 inch sized sheets, square edges.
B. Floor Sheathing: 3/4 inch thick, 48 x 96 inch sized sheets, tongue and groove ��
edges.
2.4 ACCESSORIES ;�
A. Fasteners and Anchors:
1. Fasteners: Hot dipped galvanized st�l for exterior and treated wood
locatipns,unfinished steel elsewhere. �
2. Drywa11 Screws: Bugle head, hardened steel, power driven type, length to
achieve full penetration of sheathing substrate.
3. Anchors: Toggle bolt type for anchorage to hollow masonry. Expansion
shield and lag bok type for anchorage to solid masonry or concrete. Bolt or
ballistic fastener for anchorages to steel.
B. Structural Framing Connectors& Joist Hangers: Hot dipped galvani2ed steel, sized �
to suit framing conditions, manufactured by Simpson or Kant-Sag.
C. Sill Seiaal: Dow"Ethafoam" sill sealer or equal.
D. Subfloor Glue: APA AFG-0 .
E. Building Paper: No.30 asphalt felt.
r�
Division 6-Section 06112
Page 2 of 4 �
�
2.5 FACTORY WOOD TREATMENT
A. Wood Preservative (Pressure Treatment): AWPA Treatment Cl using water borne
preservative with 025 percent retainage.
PART 3 EXECUTION
3.1 FRAMI�TG
A. Set structural members level and plumb, in correct position.
B. Make provisions for erection loads, and for sufficient temporary bracing to
maintain structure safe, plumb, and in true alignment until completion of erection
�` and installation of permanent bracing.
C. Place horizontal members,crown side up.
� D. Constt'uct load bearing framing members full length without splices.
E_ Construct double joist headers at floor and ceiling openings and under wall stud
partitions that are parallel to floor joists. Frame rigidly into joists.
�� F. Bridg�joists as detailed.
G. Coordina.te installation of glue taminated structural units, prefabrica.ted wood
trusses, and plywood web joists.
H. Curb roof openings. Form corners by alternating lapping side members.
�''� I. Coordinate curb installation with installation of roofin materials.
g
�� 3.2 SHEATHING
A. Secure roof shea.thing with longer edge perpendicular to framing members and with
ends s,t�ggereci and sheet ends over bearing.
gg
� B. Provide solid edge blocking between sheets. Fully engage tongue and groove
`�'"� edges.
C. Secure subfloor sheathing with longer edge perpendicular to floor framing and with
�� end joints staggered and sheet ends over bearing. Attach with subfloor glue and
drywa,�l screws.
D. Place building paper between floor underlaymeut and subflooring.
�� E. Install flooring underlayment after dust and dirt generating activities have cea.sed
and pri�r to application of fitished floorin . A t ndi
stagg�r�oints of underlayment.
F. Install telephone and electrica! panel back boards with plywood sheathing material
where required. Size the back board by 12 inches beyond size of electrical panel.
��
��
Division 6-Section 06112
Page 3 of 4
��
;
u%
3.3 SCHEDULES
A. Above Grade Joist, Rafter, and Stud Framing: S1P/F species, 19 percent maximum
moisture content.
B. Sloped Roof Sheathing: OSB, 15/32 inch tluck, 24 x 48 inch sized sheets, square
edges;appearance grade facing inwazd.
C. Blocking and Cants: S/P/F species,pressure preservative treatment.
END OF SECTION
�
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. �
��
. �_
�
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.�
Division 6-Section 06112
Page 4 of 4 �,�
�
SECTION 06114
W OOD BLOCKING AND CURBING
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Roof curbs and perimeter nailers . .
B. Blocking in wall and roof openings.
C. Wood funing and grounds.
D. Concealed wood blocking for support of toilet and bath accessories and wall
cabinets.
°- E. Telephone and electrical panel back boards.
1.2 RELATED SECTIONS
A. Section 04300 — Unit Masonry System: Masonry openings to receive wood
blocking.
B. Sections 08112, 08311, 08410, 08610, 08630: Window and Door openings to
"�'� receive wood blockin .
g
�.,, 1.3 REFERENCES �
A. ALSC (American Lumber Standards Committee) - Softwood Lumber Standards.
B. ANSI A208.1 —Mat-Formed Wood Particleboard.
�,� C. APA(American Plywood Association).
PART 2 PRODUCTS
��
2.1 MATERIALS
A. Lumber Grading Rules: NFPA.
��
2.2 ACCESSORIES
A. Fasteners and Anchors:
1. Fasteners: Hot dipped galvanized steel for treated wood locations, unfinished
steel elsewhere.
' 2. Anchors: Toggle bolt type for anchorage to hollow masonry. Expansion
shield and lag bolt type for anchorage to solid masonry or concrete. Bolt or
ballistic fastener for anchorages to steel.
3.
w 2.3 FACTORY WOOD TREATMENT
A. Wood Preservative (Pressure Treatment): AWPA Treatment C 1 using water borne
preservative with 0.25 percent retainage.
�:�
�� Division 6-Section 06114
Page 1 of 2
�:.�
�
y;;
�=
PART 3 EXECUTION
3.1 FRAMING
A. Set members level and plumb, in correct position.
B. Place horizontal members, crown side up.
C. Construct curb members of single pieces.
D. Curb roof openings except where prefabricated curbs are provided . Form corners
by alternating lapping side members.
D. Coordinate curb installation with installation of decking and support of deck
openings.
`'ff
3.2 SCHEDULES
A. Roof Blocking: S!P/F species, 19 percent maximum moisture content, pressure
preservative treatment. �
END OF SECTION ��
,_�
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Division 6-Section 06114 �
Page 2 of 2
�
�
SECTION 06193
PLATE CONNECTED WOOD TRUSSES
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Shop fabricated wood trusses for roof and floor framing.
B. Bridging,bracing, and anchorage.
1.2 RE�.ATED SECTIONS
A. Section 06112-Framing and Sheathing.
B. Section 06114-Wood Blocking and Cwbing.
� 1.3 RE�ERENCES
A. ALSC(American Lumber Standards Committee) - Softwood Lumber Standards.
B. ASTM A167 - Sta.inless and Heat Resisting Chromium - Nickel Steel Plate, Sheet,
��� and Strip.
C. ASTN� A446 - Sheet Steel, Zinc Coated (Galvanized b the Hot Di Process
) Y P ,
(Struc�ural Physical) Quality.
�� D. NFPA(National Forest Products Association).
E. SPIB (Southern Pine Inspection Bureau).
F. TPI(Truss Plate Institute)BWT-76-Bracing Wood Trusses.
� � G. TPI(Truss Plate Institute)HET-80-Handling and Erectaing Wood Trusses.
� H. TPI (Truss Plate Institute) PCT-80 - Meta1 Plate Connected Parallel Chord Wood
Trusses. �
I. Tl'I tTruss Plate Institute)PCT-85 -Metal Plate Connected Wood Trusses.
""� J. TPI Truss Plate Institute SP-88-Metal Plate C nn
( )Q o ected Wood Trusses.
a'� 1.4 SYSTEM DESCRIl'TION
A. Trusses designed for a top chord superimposed live load of 40 psf(plus dead loads)
,-� and a bottom chord dead load of 10 psf
�
1.5 SUBMITTALS FOR REVIEW
. - u mi s: ro ures or submittals.
B. ProduFt Data: Provide truss configurations, bearing and anchor details, bridging
and bracing details.
C. Shop Drawings: Indicate sizes and spacing of trusses and associated componerns,
web and chord sizes, piate sizes, fastener descriptions and spacings, loads and truss
cambers ac�d framed openings. Sub�it design calculations, certified hy a
, Profession�� Structural Engineer, licensed in the State of Minnesota.
�
��
1,
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�' Division 6-Section 06193
� � Page 1 of 3
�
�
1.6 QUALITY ASSURANCE
A. Perform Work in accordance with the following agencies:
1. Lumber Grading A.gency: Certified by A�.SC.
B. Truss Design, Fabrication, and Installation: In accordance with Truss Plate
Institute BWT-76, HET-80, PCT-80 including Supplement, TPI-85 including
Supplement, QSP-88.
C. Manu�acturer: Company specializing in manufacturing the Products specified in
this s�ction with minimum five years documented experience.
D. Design trusses under direct supervision of a Professional Structural Engineer
experienced in design of this Work and licensed in the State of Minnesota.
1.7 RE�ULATORY REQUIREMENTS
A. Conform to applicable code for loads, and other governing load criteria.
1.8 DELIVERY, STORAGE, AND PROTECTION
A. Section 01100 — Summary of the Work: Transport, handle, store, and protect �
produc�s.
B. Handle and erect husses in accordance with TPI HET-80.
C. Store truss depth in vertical position resting on intermittent bearing pads. ��
PART 2 PRODUCTS
2.1 MATERIALS �.�
A. Lumber Grading Rules: NFPA.
B. Steel Plate Connectors: ASTM A167 Type 304 stainless steel; die stamped with �
integral teeth.
C. Truss Bridging: Type, size and spacing recommended by truss manufacturer.
2.2 ACCESSORIES �
A. Wood Blocking, Support Members and Framing for Openings: In accordance with
Section 06114 .
B. Fasteners and Anchors: In accordance with Sections 06112 and 06114. ��
2.3 FABRICATION
A. Fabricate trusses to achieve structural requirements specified.
B. Brace wood trusses for support in accordance with TPI BWT-76.
C. Provi�e bottom and top chord extensions as indica.ted. "`
�
�
Division 6-Section 06193
Page 2 of 3 "�
PART 3 EXECLJTION
3.1 EXAn�IINATION
A Verify that supports and openings are ready to receive trusses.
3 2 PREPARATION
A. Coordinate placement of bearing and support items.
3.3 ERECTION
A. Install trusses in accordance with manufacturer's instructions and TPI BWT-76.
B. Set members level and plumb, in conect position.
C. Make provisions for erection loads, and for sufficient temporary bracing to
� maintain shucture plumb, a.nd in true alignment until completion of erection and
� installation of permanent bracing.
D. Do t�ot field cut or alter structural members without approval of
Archi�ect/Engineer.
E. Place hea.ders and supports to&ame openings.
� F. Frame openings between trusses with lumber in accordance with Section 06112 and
06114.
�� G. Coordinate placement of sheathing with work of this section.
�,.
H. After erectian,touch-up damaged surfaces with primer consistent with shop coat.
�
END OF SECTION
�
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Division 6-Section 06193
Page 3 of 3
wT�
�
SECTION 06200
FINISH CARPENTRY
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Finish carpentry items, other than shop prefabricated casework.
B. Hardwaze and attachment accessories.
1.2 PRQDUCTS FURNISHED BUT NOT INSTALL,ED UNDER THIS SECTION
A. Section 06114 - Wood Blocking and Curbing: Installation of concealed wood
blocking.
� 13 PR U�TS INSTALLED BUT NOT FU1tNISHED UNDER TI�S SECTION
,.�3 �
A. Supply of hardware and attachment accessories.
�� 1.4 RELATED SECTIONS
A. S�tion 06114-Wood Blocking and Curbing: Grounds and support framing
� B. Section 08211 -Ha.rdboard Doors
:_.�� C. Section 09900-Painting: Painting and finishing of finish carpentry items.
1.5 REFERENCES
�� A. ASTM E84 - Test Method for Surface Burnin Characteristics of Buildin
..._ g g
Materials.
� B. AWI-Quality Standards.
C. BHMA A156.9-Cabinet Hardware.
D. FS 1VIl1�iM-A-130 -Adhesive, Contact.
���� E. HPMA(Hardwood Plywood Manufacturer's Association) HP - American Standard
for Ha,rdwood and Decorative Plywood.
F. NEMA (National Electric Manufacturers Association) LD3 - High Pressure
Decorative Laminates.
G. NHI,A(National Hardwood Lumber Association).
. on oo m ow an oor on . . - ater epe ant
Preservative Treatment for Millwork.
I. PS 1 -Construction and Industrial Plywood.
J. PS 20- American Softwood Lumber Standard.
1_b QUALITY ASSURANCE
_,� A. Perform work in accordance with AWI Custom Standards
�
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,�
Division 6-Sedion 06200
��� Page 1 of 3
�
1.7 DELIVERY, STORAGE, AND HANDLING
A. Protect work from moisture damage.
B. Deliver, store, pratect and handle products to site under provisions of Section
01010.
1.8 COORDINATION
A. Coordinate the work under provisions of Section 01100.
B. Coordinate the work with plumbing and electrical rough-in, and the installation of
associated and adjacent components.
PART 2 PRODUCTS
2.1 LUMBER MATERIALS �
A. Softwpod Lwnber: PS 2U;Craded in accordance with AWI Custom;Poplar or Pine
species, sawn, maximum moisture coirtent of 6 percent;with mixed grain.
B. Hardwood Lumber: Graded in accordance with AWI Custom; Birch species, �
maximum moisture content of 6 percent;with mixed grain .
2.2 SH�ET MATERIALS
A. Hardwood Plywood: Graded in accordance with AWI Custom; veneer core, type �
of glue recommended for application;Birch face species,pla.in sliced.
2.3 ADHESIVE �
A. Adhesive: FS NIlVIM-A-130 contact adhesive
2.4 FASTENERS �
A. Fasteners: Of size and type to suit application.
B. Concealed Joint Fasteners: Threaded st�l. �
2.5 AClC�SSORIES
A. Lumber for Shimming and Blocking : Softwood lumber. �
B. Wood Filler: Oil base,tinted to match surface finish color.
2.6 FA$RICATION �
A. Fabricate to AWI Custom Standards.
B. Shop assemble work for delivery to site, pernutting passage through building
openings. �
C. When a�ecessary to cut and fit on site, provide materials with ample allowance for
cuttin�. Provide trim for scribing and site cutting.
�
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Division 6-Section 06200
Page 2 of 3 '�
2.7 SHOP and SITE FINISHING
A. Sand work smooth and set exposed nails and screws.
B. Apply wood filler in e�osed nail indentations.
C. On items to receive transparent finishes, use wood filler which matches
surrounding surfaces and of types recommended for applied finishes.
_ D. Seal, stain and vasnish exposed to view surfa.ces. Brush apply only.
E. Seal,stain and varnish semi-�expQse�to view surfaces. Brush apply only.
F. Prime paint surfaces in contact with cemenMious materials.
PART 3 EXECUTION
3.1 EXAMII�iATION
A. Verify adequacy of backing and support framing.
�� B. Verify mechanical, electrical, and building items affecting work of this section are
placed and ready to receive this work.
�� 3.2 IN$?'ALLATION
A_ Install work in accordance with AWI Custom Quality Standard.
B. Set and secure materials and components in place,plumb and level.
.��
3.3 SCk�IEDULE
A. Interior:
� 1. Moldings, Bases, Casings, and Miscellan�us Trim: Birch or Hem-Fir;
prepare for enamel finish. (Verify type and profile with Owner).
��
END OF �ECTION
��
��
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�.�
Divisian 6-Section 06200
Page 3 of 3
�
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2.7 SHOP and STTE FINISHING
A. Sand work smooth and set exposed nails and screws.
B. Apply wood fi11er in exposed nail indentations.
C. On items to receive Vansparent finishes, use wood filler which matches
sunounding surfaces and of types recommended for applie�i finishes.
D. Sea1, stain and varnish exposed to view surfaees. Brush apply only.
E. Seal,stain and varnish semi-expase�to view surfaces. Brush apply only.
F. Prime paint surfaces in contact with cementitious materials.
PART 3 EXECUTION
3.1 EXAMINATION
� A. Verify adequacy of backing and support fra.ming.
#� B. Verify mechanical, electrical, and building items affecting work of this section are
placed and ready to receive this work.
3.2 IN$�'ALLATION
,. A_ Install work in accordance with AWI Custom Quality Standard.
B. Set and secure materials and components in place,plumb and level.
.��
3.3 SC�-IEDULE
A. Interior:
_.� 1. Moldings, Bases, Casings, and Miscellaneous Trim: Birch or Hem-Fir;
prepare for enamel finish_ (Verify type and profile with Owner).
�
END OF �ECTION
�
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�V�
Divisian 6-Section 06200
,-� Page 3 of 3
SECTION 07160
BITUMININOUS DAMPROOFING
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Cold applied asphalt bitumen dampproofing.
1.2 RELATED SECTIONS
A. Section 04300 : Unit Masonry Systems
B. Section 07212: Board Insulation
, 1.3 R:��iERENCES
�� A. ASTM D41 -Asphalt Primer Used in Roofing and Waterproofing.
B. ASTM D43 -Creosote Primer Used in Roofing, Dampproofing and Waterproofing.
C. ASTM D449-Asphalt Used in Dampproofing and Waterproofing.
t;:� D. ASTM �1187 - Test Method for Asphalt-Base Emulsions for Use as Protective
Coatings for Metal.
�v� E. ASTM D2822-Asphalt Roof Cement.
F. ASTM D3747 -Emulsified Asphalt Adhesive for Adhering Roof Insulation.
G. ASTN�D4022- Coal Tar Roof Cement.
H. NRCA(Nationa.l Roofing Contractors Association) - Waterproofing Manual.
�.��
1.4 SUBMITTALS FOR REVIEW
F A. Section 01300- Submittals: Procedures for submittals.
-4,� B. Product Data: Provide properties of primer,bituruen, and mastics.
� 1.5 SUBMITTALS FOR INFORMATION
�
A. Section 01300- Submittals: Procedures for submittals.
B. Ma.nufacturer's Installation Instructions: Indicate special procedures and perimeter
conditions requiring special attention
��
A. Perform Work in accordance with NRCA Waterproofing Manual.
B. Applicator: Company specializing in performing the work of this section with
minnnum 10 years documented experience.
PART 2 PRODUCTS
,��� 2.1 l�2ANU�ACTiTRERS
A. Accepta.ble Manufacturers:(bold indicates emulsified product alternative)
�.,�
��
Division 7-Section 07160
Page 1 of 2
z��
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.., ..
2.1 MANLJFACTURERS, continued
1. Euclid Trowel Mastic Foundation Coating, Mastic Emulsified Asphalt
2. Karnak I�arnak 86, Karnak 920
3. Meadows 7'rowel-Mastic, Type 3 Trowe[-On Sealmastic
4. Sonneborn Hvdrocide Mastic, Hydrocide 700
2.2 COL3� 1�SPHALT'IC MATERIALS
A. Asphalt Emulsion: Conforming to AST'M D3747.
B. Asphalt Primer: ASTM D41, compat�le with substrate.
C. Aspha.lt Cement: ASTM D2822 Type I.
2.3 ACCESSORIES ��
A. Protection Boazd: Rigid insulation specified in Section 07212.
PART 3 EXECUTION
:�
3.1 E�;AMINE4TION 4�
A. Verify substrate surfaces aze durable, free of matter detrimental to adhesion or
applic�.tion of dampproofing system '
B. Verify items, which penetra.te surfaces to receive dampproofing, are securely y�
uistalled.
3.2 PREPARATION �
A. Pmtect adjacent surfaces not designated to receive dampproofing.
B. Clean and prepaze surfaces to receive dampproofing in accordance with �
manufacturer's instructions.
C. Do not apply dampproofing to surfaces unacceptable to manufacturer or apphcato�.
D. Apply mastic to seal penetrations, small cracks, or minor honeycomb in substrate. �
3.3 AP�i.ICATiON
A. Prime surfaces in accordance with manufacturer's instructions.
3.4 INSTALLATION -PROTECTION BOARD
A. Place protection board directly against membrane;butt joirrts.
B. Adhere protection board to substrate with mastic. Scribe and cut boards around
projections,penetrations, and interruptions.
3.5 SCHEDUL�
A. Founda.tion Wall: Two coatings of asphalt dampproofing.
END OF SECTION
�
Division 7-Section 07160
�
Page 2 of 2
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SECTION 07191
VAPOR RETARDERS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Sheet and sealant materials for controlling vapor diffusion.
1.2 RELATED SECTIONS
A. Section 07213 -Batt Insulation
B. Section 07900 - Joint Sealers: Sealants.
C. Section 08112 - Standard Steel Frames
� 1.3 REFERENCES .
A. ASTM A361 - Steel Sheet, Zinc-Coated (Galvamzed) by the Hot-Dip Process for
Roofing and Siding.
-� B. ASTM C920 -Elastomeric Joint Sealants.
C. ASTM D491 - Asphalt Mastic Used on Dampproofing
' D. ASTM C804 -Recommended Practice for Use of Solvent Release Type Sealant.
�_� 6 -Test Methods for Water Vapor Transmission of Materials.
E. ASTM E9
F. SWRI (Sealant, Waterproofing and Restoration Institute) - Sealant and Caulkmg
�' Guide Specification.
�;.�
1.4 DEFII�IITION
� A. Vapor Retarder: A material or assembly of materials that resists water vapor
diffusion through it.
�y� 1.5 SYSTEM DESCRIPTION
A. Materials and installation methods to provide continuity of vapor retarder:
1. To seal gaps between enclosure components and opening frames.
1.6 QUALITY AS SURANCE
. e orm or in -
Specification requirements for materials and installation.
1.7 SEQUENCING
j; A. Sequence work under the provisions of Section 01010.
B. Sequence Work to permit installation of materials in conjunction with other
� retardant materials and seals.
� C. Do not install vapor retarder until items penetrating it are in place.
� �
"ti=� Division 7—Section 07191
Page 1 of 2
�
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PART 2 PRODUCTS
2.1 SHEET MATERIALS
A. Sheet Retarder: Clear polyethylene film for above grade application, 6 mil thick.
2.2 ACCESSORIES
A. Sealant Tape: 3M No. 8086 seam tape.
PART 3 EXECUTION
3.1 EXAMINATION �'
A. Verify condition of substrate and adjacent materials under provisions of Section
01100. �
3.2 INSTALLATION
A. Install materials in accordance with manufacturer's instructions. �
B. Vapor Retarder For Stud Framed Walls: Secure sheet barrier to stud faces. Lap
edges a minimum of 6 inches.Terminate sheets only over stud faces, lap ends onto
adjacent construction; tape all seams in vapor banier.
C. Va or Retarder For Wall/Roof Junction: Lap sheet barrier from wall retarder onto �
P
roof vapor retarder continuously. Seal edges and ends with seam tape. Position
laps over firm bearing. �
D. Vapor Retarder Seal For Openings: Install sheet barrier between window and door
frames and adjacent vapor retarder and seal with seam tape. Position laps over firm
bearing. �
END OF SECTION �
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Division 7—Section 07191
�
Page 2 of 2
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SECTION 07212
BOARD INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Board insulation at perimeter foundation wa11.
1.02 RELATED SECTIONS
A. Section 04300—Unit Masc�nry Systems.
B. Section 07160—Bituminous Dampproofing.
1.03 REFERENCES
;� A. ASTM C208—Insulating Boazd(Cellulosic Fiber), Siructural and Decorative.
B. AST'M C240—Tesfing Cellular Glass Insulating Block.
C. ASTM C552—Cellular Glass Insulating Block.
�:� D. ASTM C578 -Preformed, Cellular Polystyrene Thermal Insulation.
� E. ASTM D2842- Water Absorption of Rigid Cellular Plastics.
F. AST'M E84 - Test Method for Surface Burning Characteristics of Building
�T� Materials.
G. ASTM E96 -Test Methods for Water Vapor Transmission of Materials.
� H. NFPA 255 - Test of Surface Burning Characteristics of Building Materials.
,. � I. UL 723 - Tests for Surface Buming Characteristics of Building Materials.
1.04 SYSTEM DESCRIPTION
,�� A. Materials of This Section: Provide continuity of thermal barrier at building
enclosure.
�:� PART 2 PRODUCTS
1�� 2.01 INSIJLATION MATERIALS
� A. Extnided Polystyrene Insulation: ASTM C578 Type VI, polystyrene board; with
1. Board Density: 1.5 pcf density
2. Board Size: 48 x 96 inches
3. Board'�'fiickness: 2 inches
4. Water Absorption: In accordance with ASTM D2842
5. Board Edges: Square Edges
6. Flame/Smoke Properties: In accordance with ASTM E84
�
�:j Division 7—Section 07212
'� Page 1 of 2
��
��
2.02 PRODUCTS
A. Rigid Insulation:
1. "�ertifoam"Drainage Boazd,#25 or#40, 2"thick
2. "Cerlite" System Boazd, 2"thick.
B. Adhesive: Type recommended by insula.tion manufacturer for application.
2.03 ACCESSORIES
A. Sheet Vapor Retarder: Specified in Section 07191.
PART 3 EXECiTTION -
�.
3.01 E�:AMINATION
A. Verify that substrate, adjacent materials, and insulation boards are dry and ready to
receive insulation and adhesive . �
B. Verify substrate surface is flat, free of irregularities, materials or substances that
may impede adhesive bond .
C. Verify site conditions under provisions of Section 01100. ,y�
3.02 IN$TA�,LATION -FOUNDATION PERIlI�TER
A. Insta.11 boards on foundation wa11 perimeter, vertically or horizontally. a�
1. Place boards in a method to maximize contact bedding. -
2. Stagger side and end joints. �
3. Butt edges and ends tight to adjacent boazd and to protrusions.
B. Cut and fit uzsulation tight to protrusions or mterruptions to the insulation
3.03 IN��'ALLAT`ION—IJNDER CONCRETE SLABS(at 1�Floor porches) �
A. Place insulation under slabs on grade after base for slab has been concealed.
B. Cut and fit insulation tight to protrusions or interruptions to the insulation plane.
C. Prevent insulation from being displaced or da.maged while placing vapor retarder �
and placing slab.
3.04 PROTECTION OF FINISHED WORK
A. Protect finished Work under pmvisions of Section 01200.
B. Do not pernvt work to be damaged prior to covering insulation.
3.05 SCHEDULES
A. Perimeter Insulation: Extruded polystyrene with drainage channels.
;.
END pF SECTION „��
Division 7—Section 07212
Page 2 of 2
��
SECTION 07213
BATT INSULATION
PART 1 GENERAL
1 O1 ECTION INCLUDES
. S
A. Batt insulation and vapor retarder in interior and exterior walls.
B. Batt insulation for filling perimeter window and door shim spaces and crevices in
extenor wall and roof.
1.02 RELATED SECTIONS
A. Section 07191 —Vapor Retarders. Vapor retarder materials to adjacent insulation.
B. Section 07212 -Board Insulation.
�� C. Section 07270 -Firestopping.
D. Section 09260 - Gypsum Board Systems: Acoustic insulation.
�� 1.03 REFERENCES
A. ASTM C665 - Mineral Fiber Blanket Thermal Insulation for Light Frame
�� Construction and Manufactured Housing.
� B. ASTM E84 - Test Method for Surface Burning Characteristics of Building
Materials.
C. NFPA 255 - Test of Surface Burning Characteristics of Building Materials.
�� D. LJL 723 - Tests for Surface Burning Characteristics of Building Materials.
� 1.04 SYSTEM DESCRIPTION
A. Materials of This Section: Provide continuity of thermal barrier at building
enclosure elements.
B. Materials of This Section: Provide thermal protection to vapor retarder in
.;,� conjunction with vapor retaxder materials in Section 07191.
C. Provide sound attentuation between restrooms/corridor, etc.
PART 2 PRODUCTS
2.01 MATERIALS
A. Batt Insulation: ASTM C665; preformed glass fiber batt; friction fit, conforming to
the following:
1. Batt Size: 16 and 24 inch
2. Facmg: Unfaced
3. Flame/Smoke Properties: In accordance with ASTM E84.
B. Sheet Vapor Retarder: Clear polyethylene film for above grade application, 4 mil
�
thick.
��� Division 7-Section 07213
Page 1 of 2
�
�
¢;,,.
2.01 MATERIALS, continued
C. Staples: Steel wire; type and size to suit application.
D. Tape: 3M#8086 seam tape.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify site conditions under provisions of Section 01100.
B. Verify that substrate, adjacent materials, and insulation are dry and ready to receive
insulation.
3.02 1NSTALLATION
�
A. Install insulation manufacturer's instructions. �
B. Install in interior walls (where indicated) and ceiling spaces without gaps or voids.
Do not compress msulation.
C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids. �
D. Fit insulation tight in spaces and tight to exterior side of inechanical and electrical
services within the plane of insulation.
E. Install with factory applied vapor retarder membrane facing warm side of building
spaces. Lap ends and side flanges of inembrane over framing members. ��
F. Staple or nail facing flanges in place at maximum 6 inches oc.
G. Tape seal butt ends, lapped flanges, and tears or cuts in membrane. �
H. Wood Framing: Place vapor retarder on warm side of insulation by stapling at 6
inches oc. Lap and seal sheet retarder joints over member face.
�
END OF SECTION
�
�
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�
Division 7-Section 07213 �
Page 2 of 2
E�
SECTION 07217
BLOWN INSULATION
PART 1 GENERAL
1.1 SECTION 1NCLUDES
A. Attic : Loose insulation pneumatically placed.
� 1.2 RELATED SECTIONS
A. Section 07191 - Vapor Retarders: Vapor retarder materials to adjacent insulation.
1.3 REFERENCES
- A. ASTM C764 -Mineral Fiber Loose Fill Insulation.
� 1.4 SYSTEM DESCRIPTION
A. Materials of This Section: Provide continuity of thermal barrier at building
�� enclosure elements.
, 1.5 SUBMITTALS
� A. Submit under provisions of Section 01300.
,r::�
PART 2 PRODUCTS
��
2.1 MATERIALS
A. Fiber Fill Insulation: ASTM C764, glass fiber, bulk for pneumatic placement.
�� B. Ventilation Baffles: Formed plastic or metal.
PART 3 EXECUTION
�
3.1 E��AMINATION
A. Verify that substrate, adjacent materials, and insulation are dry and ready to receive
insulation.
. - device to restrict over-heating in
soffit or ceiling spaces.
C. Verify spaces are unobstructed to allow placement of insulation.
3.2 INSTALLATION
A. Install insulation and ventilation baffles in accordance with manufacturer's
instructions.
� B. Place insulation pneumatically, tight in truss spaces.
�� C. Place insulation against baffles. Do not impede natural attic ventilation to soffit.
4
�
Division 7-Section 07217
Page 1 of 2
. �
�
�:;
3.2 INSTALLATION, continued
D. Place against and behind mechanical and electrical services within the plane of
insulation.
E. Completely fill intended spaces. Leave no gaps or voids.
3.
3 CLEAlVING
A. Clean work under provisions of 01700.
B. Remove loose insulation residue.
3.4 SCHEDLTLES
A. Attic Spaces: Pour insulation between ceiling joists to achieve an R value of 44. R- r
value shall meet State of Minnesota Building Code requirements. �
END OF SECTION �
�
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Division 7-Section 07217
Page 2 of 2 �
SECTION 07270
FIRESTOPPING
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Fireproof firestopping materials and accessories.
1.2 RELATED SECTIONS
A. Section 07191 —Vapor Retarder: Vapor retarder materials to adjacent insulation.
s 1.3 REFERENCES
A. ASTM E84 - Test Method for Surface Burning Characteristics of Building
Materials.
B. ASTM E119 -Method for Fire Tests of Building Construction and Materials.
C. ASTM E814 -Test Method of Fire Tests of Through Penetration Firestops.
� D. FM (Factory Mutual) - Fire Hazard Classifications.
E. LJL - Fire Hazard Classificattons.
F. UL 263 -Fire Tests of Building Construction and Materials.
�:� G. iJL 723 -Test for Surface Burning Characteristics of Building Materials.
" H. iJL 1479 -Fire Tests of Through-Penetration Firestops.
I. WH (Warnock Hersey) - Certification Listings.
��
1.4 DEFINITION
A. Firestopping (Firesafing): A sealing or stuffing material or assembly placed in
� spaces between building materials to arrest the movement of smoke, heat, gases, or
�` fire through rated wall or floor openings.
�
�� 1.5 SYSTEM DESCRII'TION
A. Firestopping Materials: ASTM E119,ASTM E814,ITL 263,UL 1479; to achieve a
fire rating as noted on Drawings.
B. Surface Burning: ASTM E84 , UL 723.
r�--�izestap a 1 int �ptions to fire rated assemblies, materials, and components.
�
1.6 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide data on product characteristics, performance and limitation
criteria.
C. Manufacturer's Installation Instructions: Indicate preparation and installation
� instructions.
�_�
�
� Division 7-Section 07270
Page 1 of 3
���
��
1.7 REGULATORY REQUIREMENTS
A. Conform to applicable code for fire resistance ratings and surface burning
characteristics.
1.8 ENVIRONMENTAL REQUIREMENTS
A. Do not apply materials when temperature of substrate material and ambient air is
below 60 degrees F.
B. Maintain this minimum temperature before, during, and for 3 days after installation
of materials.
C. Provide ventilation in areas to receive solvent cured materials.
r in to manufacturer's instructions
PART 2 PRODUCTS (utilize appropnate system acco d g )
2.1 SILICONE ELASTOMERIC COMPOUND �
A. Manufacturers:
1. Tremco Fyre-Sil �
2. Substitutions: Under provisions of Section 01600,
B. Material: Single component silicone elastomeric compound and
compatible silicone sealant conforming to ASTM E-814, UL 1479, IEEE �
634.
2.2 FIBER STLJFFING �
A. Manufacturers:
1. USG Thermafiber Safrng Insulation System
2. Substitutions: Under provisions of Section 01600. ,�
2.3 INTUMESCENT PUTTY
A. Manufacturers: �
1. IPC Flamesafe FST 900(for(3)hour 1�`Floor floor/ceiling assembly).
2. Substitutions: Under provisions of Section 01600.
B. Material: Intumescent putty compound which expands on exposure to surface heat
gain; conforming to the following: UL 2552.
2.4 ACCESSORIES ` �
A. Primer: Type recommended by firestopping manufacturer for specific substrate
surfaces.
B. Dam Material: Permanent: �
1. Mineral fiber mattmg .
C. Installation Accessories: Clips, collars, fasteners, temporary stops or dams, and
other devices required to position and retain materials in place. �
Division 7-Section 07270 �
Page 2 of 3
�
PART 3 EXECUTION
3.1 E�S:AMINATION
A. Verify site conditions under provisions of Section 01100.
B. Verify openings are ready to receive the work of this section.
, 3.2 PREPARATION
A. Clean substrate surfaces of dirt, dust, grease, oil, •loose material, or other matter
which may affect bond of firestopping material.
B. Remove incompatible materials which may affect bond.
C. Install damming materials to anest liquid material leakage.
3.3 APPLICATION
� A. Install material at walls or partition openings which contain penetrating sleeves,
piping, ductwork, conduit and other items, requirmg firestoppmg.
�"",,� B. Apply primer and materials in accordance with manufacturer's instructions.
C. Apply firestopping material in sufficient thickness to achieve rating.
D. Compress fibered material to achieve a density of 40 percent of its uncompressed
density.
�� E. Place foamed material in layers to ensure homogenous density, filling cavities and
spaces. Place sealant to completely seal junctions with adjacent dissimilar
materials.
� F. Place intumescent coating in sufficient coats to achieve rating required.
�� 3.4 CLEANING
� A. Clean Work under provisions of Section 01700.
B. Clean adjacent surfaces of firestopping materials.
�� 3.5 PROTECTION OF F11�1ISHED WORK
A. Protect finished Work under provisions of Section 01200.
B. Protect adjacent surfaces from damage by material installation.
� 6 �l'�11L1LES
A. See Wall and Partition types, floor and ceiling assemblies for relevant applications.
END OF SECTION
�� Division 7-Section 07270
Page 3 of 3
��
SECTION 07311
ASPHALT SHINGLES
PART 1 GENERAL
1.01 5ECTION INCLUDES
- A. Grant�lar surfacsd asphalt shingle roofing.
B. Ice dam protection, moisture shedding underlayment, eave, valley,and ridge
prote�tion.
C. Associated metal flashings and accessories.
� 1.02 RE�,ATED SECTIONS
A. Section 06112-Framing and Sheathing :Roof sheathing and framed openings .
�� B. Section 07191 -Vapor Retazders: Continuation of wall vapor retazder
C. Section 07b20 - Sheet Metal Flashing and Trim: Edge aad cap flashings.
D. Section 07631 -Gutters and Downspouts.
�
1.03 REFERENCES
A. ASTIv,[A3b1/A361M- Ste�l Sheet,Zino-Coated(Galvari�zeci)by the Hot-Dip
'y �{ Proce�s for Roofing and Siding.
B. ASTM B209B209M-Aluminum and Aluminum-Alloy Sheet and Pla.te.
C. ASTM D225 -Asphalt Shingles Sur£aced with Minera.l Granules.
�� D. A5TM D226-Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.
` E. ASTM D228 -Testing Asphalt Roll Roofing, Cap Sheets and Shingles.
F. ASTM D2178 -Aspha.lt Glass(Felt)Used in Roofing and Waterproofing.
�� G. ASTM D2822-Asphalt Roof Cement.
H. ASTM D3U18 -Class A Asphalt Shingles Surfaced with Mineral Granules.
�� L. ASTM D3462-Asphatt Shingles Made From Glass Felt and Surfaced With
� Mineral Granules.
M. ASTM D4586-Asphallt Roof Cement,Asbestos Free
N. NRCA- Steep Roofing Manual.
O. UL SSB - Class C Asphalt Organic-Felt Sheet Roofing and Shingles.
_ i t�_TestS nr vVind Uplift Resista.nce of Roof Assemblies
Q. UL 790-Tests for Fire Resistance of Roof Covering Materials.
1.04 SUBMITTALS FOR REVIEW
A. Section 01300- Submittals: Procedures for submittals.
B. Shop�rawings: Indicate specially configured metal flashings,jointing metl�ods
and locations, fastening methods and locations, and installa.tion details.
� C. Samples: Submit two samples of each shingle color indicating color range and
Y,�,� finish textu�e/pattern; for color selection.
� � Division 7—Sedion 07311
==�-' Page 1 of 4
��
�
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with NR.CA Roofing Manual.
1.06 RE�[7LATORY REQLIIR�MENTS
A. Conform to applicable code for IJL SSB Class C rating ASTM D3018 Class A iIL
790 fire resistance L7L 580 wind uplift for shingle types specified.
1.07 EX�'RA MATERIALS
A Provide 500 sq ft of extra shingles of each color selected.
PART 2 PRODUCTS k
2.01 �
A. Asphalt Shingles: ASTM D3018, Class A with Type I - Self Sealing; LTL Rating of �
A and Wind Resistance Label, organic felt or glass fiber mat base, mineral granule
surface type;2351b. weight, self sealing type;color as selected. �
2.02 SH��T MATERIALS
A. Roll Roofing: ASTM D249, Type I ;Asphalt saturated roll roofing;2351b �
surfaced on weather side with mineral granules of color as selected.
B. Eave(Ice Dam)Protection: Sheet barrier of rubberized asphalt bonded to sheet
polyet��iene,40 mil total thickness, with strippable treated release paper, �
C. Underlayment: ASTM D226,No. 15 unperforated asphalt saturated felts as
recommended for use in waterproofing and in construction of built-up roofs.
2.03 ACCESSORIES �
A. Staples: Standard wire shingle hot dipped zinc coated steel type, of sufficient
length to penetrate into roof sheathing. _
B. Plastic Cement: ASTM D2822, Asphalt type with mineral fiber components, free of �
toxic solvents, capable of setting within 24 hours at temperatures of 75 degrees F
and 50 percent RH.
C. La.p Cement: Fibrated cutback asphalt type, recommended for use in application of
under�a.yment, free of toxic solvents.
D. Ridge Vents: Plastic, extruded formed with vent openings that do not permit direct
water or weather entry; flanged to receive shingles.
2.04 FLt�S�NG MATERIALS �
A. Sheet Flashings: ASTM A361/A361M;26 gage thick steel with minimum 1.25
oz/sq ft galvanized coating.
B. Bituminous Paint: Acid and alkali resistant type;black color. �
Division 7—Section 07311 �
Page 2 of 4
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2.04 FLASHING MATERIALS, continued
C. Nails: Standard round wire roofing type,hot dipped zinc coated steel of sufficient
iength to penetrate through roof shea.thing.
2.05 FLASHING FABRICATION
A. Form flashings to protect roofing materials from physical damage and shed water.
B. Form�ections square and accurate to profile, in maximum possible lengths, free
from distortion or defects detrimental to appearance or performance.
C. Hem exposed edges of flashings minimum 1/4 inch on underside.
D. Apply bituminous paint on concealed surfaces of flashings.
PART 3 EXECUTION
�� 3.01 Ex;AMINATION
A. Section 01100—General Requirements: Verification of existing conditions prior to
�� beginning work.
,� B. Verify that roof penetrations and plumbing stacks aze in place and flashed to deck
surf�ce.
C. Verify roof openings are correctly framed.
� � D. Verify deck surfaces are dry, free of ridges,warps,or voids.
3.02 PR�PARATION
�� A. Broom clean deck surfaces under eave protection and underlayment.
� 3.03 INSTALLATION-EAVE(ICE DA1Vn PROTECTION
A. Place eave edge and gable edge metal flashings tight with fascia boards.Weather
lap�o�rts 2 inc�s and seal with plastic cement.
B. Apply rubberized as�halt/polyethylene sheet eave protection in accordance with
�; manufacturer's instructions.
C. Apply la.p cement at rate of approximately 1 1/4 gaU100 sq ft over underlayment
starter strip.
D. Starting from lower edge of starter strip, �ay additiona136 inch wide strips of
underla me t in la cement to roduce a two ly membrane. Weather lap plies
minimum 19 inches and nail in place. Lap ends minimum 6 inches. Stagger end
joints of ea.ch consecutive ply.
E. Extenid eave protection membrane minimum 72"up from eave face. _-�z
��.� .
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�Y; Division 7—Saction 07311
� Page 3 of 4
�'.�
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3.04 INSTALLATION-PROTECTIVE UNDERLAYMENT
A. Place one ply of underla.yment over area not protected by eave protection, with
ends�nd edges weather lapped minimum 4 inches. Stagger end laps of each
consecutive layer. Nail in place.
B. Place a second ply of underlayment over first la.yer with ends and edges weather
lappec�minimum 4 inches. Stagger end laps of each consecutive layer. Nail in
place.
C. Install protective underlayment perpendicular to slope of roof and weather lap
mini�um 4 inches over eave protection
D. Weather lap and seal watertight with plastic cement items projecting through or
mounted on roof. s.;
�.
3.05 IN$?'AI,LATION-VALLEY PROTECTION
A. Place one layer of sheet metal flashings, minimum 24 inches wide, centered over �
open valleys and crimped to guide water. Weather la.p joints minimum 2 inches.
Nail in place minimum 18 inches from edges.
3.06 IN�TALLATION-METAL FLASHING AND ACCESSORIES
�
A. Weather lap joints minimum 2 inches and seal weather tight with plastic cement.
B. Secure in place with nails at 3 inches oc. Conceal fastenings. �
C. Flash and seal work weather tight,projecting through or mounted on roofing with
plastic cement.
3.07 INSTALLATION-ASPHALT SHINGLES
�.�
A. Install shingles in accordance with manufacturer's instructions. �
B. Place shingles in straight coursing pattern with 5 inch weather exposure to produce
double thickness over full roof azea.. Provide double course of shingles at eaves. �
C. Project first course af shingles 3/4 inch beyond fascia boards. �
D. Extend shingles 1/2 inch beyond face of gable edge fascia boards.
E. Extend shingles on one slope across valley and£asten. Trim shingles from other
slope 2 inches from valley center line to achieve closed cut valley, concealing the �
valley grotection.
F. Cap hips and ridges with individual shingles, maintaining 5 inch weather exposure.
Place to avoid exposed nails.
G. Coordirrnte installation of roof mounted components or work projecting through
roof with weather tight placement of counter flashings.
H. Complete installation to provide weather tight service.
END OF �ECTION �
Division 7—Section 07311 �
Page 4 of 4 `�'
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SECTION 07461
SIDING AND ACCESSORIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Stucco Board siding. .
� B. Aluminum vented soffit and accessories.
1.02 REFERENCES
A. AAMA Specification 1402-86 "Standard Specification for Aluminum Siding &
a Fascia."
�� 1.03 SUBMITTALS
A. Submit (2) samples for use by the Owner.
�� PART 2 PRODUCTS
2.01 SINDING/SOFFIT MATERIALS
� A Siding to be"HARDIPLANK", as manufactured by James Hardie, Inc.
B. Size: 4 x 9 sheets, cut to size.
C. Style and Color: To be selected.
� �a D. Provide all accessories for a complete installation.
E. Aluminum soffit: Reynolds Americaracr Codlection — Double Six Vented Sofj`it.
Soffit shall be of the continuous venting type.
��� F. Aluminum Coil Stock: Provide aluminum coil stock (.019 thickness) to wrap
exterior trim pieces. Break as required to eliminate oil canning.
N PART 3 EXECUTION
3.0 I INSTALLATION
A. Install in accordance with manufacturer's installation guidelines.
END OF SECTION
�
$ Division 7—Sec[ion 07461
�
.--� Page 1 of 1
��
SECTION 07620
SHEET METAL FLASHING AND TRIM/
GUTTER AND DOWNSPOUTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Sill flashings.
B. Counterflashings over bituminous base flashings.
C. Counterflashings at roof mounted equipment and vent stacks.
1.02 RELATED SECTIONS
� A. Section 07311 —Asphalt Shingles.
B. Section 07631 —Gutters and Downspouts
C. Section 07900 - Joint Sealers.
D. Section 09900 -Painting: Prime and finish painting
�� E. Flashing sleeves and collars for mechanical items protruding through roofing
s
membrane.
m:,,�
1.03 REFERENCES
A. AISI (American Iron and Steel Institute) - Stainless Steel-Uses in Architecture.
� B. ASTM A167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate.
�� ASTM A525 - Steel Sheet, Zinc Coated, (Galvanized)by the Hot-Dip Process.
C.
D. ASTM B32—Solder Meta1.
�� E. ASTM B209 - Aluminum and Alloy Sheet and Plate.
F. ASTM B486—Paste Solder.
G. ASTM D226 - Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing.
�� H. ASTM D4586 - Asphalt Roof Cement, Asbestos-Free.
I. NRCA(National Roofing Contractors Association) -Roofing Manual.
J. SMACNA- Architectural Sheet Metal Manual.
1.04 QUALITY ASSURANCE standaxd details and
manufacturer's recommendations.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect and handle products to site under provisions of Section
01010.
B. Stack preformed and prefinished material to prevent twisting, bending, or abrasion,
�� and to provide ventilation. Slope metal sheets to ensure drainage.
C. Prevent contact with materials which may cause discoloration or staining.
��
� Division 7—Section 07620
Page 1 of 3
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PART 2 PRODUCTS
2.01 SHEET MATERIALS
A. Aluminum Sheet: ASTM B209, 26 ga plain finish, Colorclad, fluorocarbon finish.
2.02 ACCESSORIES
A. Fasteners: Aluminum, with soft neoprene washers.
B. Sealant: Acrylic type, specified in Section 07900 .
C. Bedding Compound: Rubber-asphalt type.
D. Plastic Cement: ASTM D4586, Type I.
E. Gutter and Downspout Anchorage Devices: SMACNA requirements.
F. Gutter Supports: Straps.
G. Downspout and Supports: Brackets.
��
2.03 COMPONENTS
A. Gutters: Ogee SMACNA style profile.
B. Downspouts: Rectangular profile. �
C. Accessories: Profiled to suit gutters and downspouts.
D. Splash Pads: Precast concrete type. �
2.04 FABRICATION
A. Form sections true to shape, accurate in size, square, and free from distortion or
defects. ;�
B. Form pieces in longest possible lengths.
C. Hem exposed edges on underside '/z inch; miter and seam corners. �
PART 3 EXECUTION
3.01 EXAMINATION u h roof are solidl -�
A. Verify roof openings, curbs, pipes, sleeves, ducts, or vents thro g Y
set, reglets in place, and nailing strips located. �
B. Verify roofing termination and base flashings are in place, sealed, and secure.
3.02. PREPARATION
A. Install starter and edge strips, and cleats before starting installation.
3.03 INSTALLATION �
A. Conform to drawing details included in the SMACNA and NRCA manuals.
B. Secure flashings in place using concealed fasteners. Use exposed fasteners only
where permitted.
C. Apply plastic cement compound between metal flashings and felt flashings. �
Division 7—Section 07620 �
Page 2 of 3
�
�
3.03 INSTALLATION, continued
D. Fit flashings tight in place. Make corners square, surfaces true and straight in
planes, and lines accurate to profiles.
E. Seal metal joints watertight.
F. Secure gutters and downspouts in place using concealed fasteners.
G. Slope gutters '/4 inch per foot minimum.
H. Set splash pads under downspouts.
I. Seal metal joints watertight.
END OF SECTION
��
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' Division 7—Section 07620
`"`� Page 3 of 3
��
SECTION 07900
JOINT SEALERS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Preparing substrate surfaces.
B. Sealant and joint backing.
1.02 RELATED SECTIONS
� A Section 04300—Unit Masonry Systems: Sealants required in conjunction with
brick and concrete masonry.
� B. Section 07160—Bituminous Dampproofing: Sealants required in conjunction with
�� dampproofing.
C. Section 07270—Firestopping: Sealants required in conjunction with firestopping.
D. Section 07630— Siding: Sealants required in conjunction with siding.
� E. Section 07311 —Asphalt Shingles: Sealants required in conjunction with roofing.
F. Section 07620 — Sheet Meta1: Sealants required in conjunction with metal
�� flashings.
� G. Section 09260 — Gypsum Board Systems: Sealants required in conjunction with
acoustic treatment.
�� 1.03 REFERENCES
A. ASTM C790 -Use of Latex Sealing Compounds.
B. ASTM C804 -Use of Solvent-Release Type Sealants.
� C. ASTM C834 - Latex Sealing Compounds.
� D. ASTM C919 -Use of Sealants in Acoustical Applications.
E. ASTM C920 -Elastomeric Joint Sealants.
�� F. ASTM D1056 -Flexible Cellular Materials - Sponge or Expanded Rubber.
G. ASTM D1565 - Flexible Cellular Materials - Vinyl Chloride Polymers and
Copolymers(Open-Cell Foam).
H. SWRI (Sealant, Waterproofing and Restoration Institute) - Sealant and Caulking
('��ic�P 4pecification
1.04 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide data indicating sealant chemical characteristics,
performance criteria, substrate preparation, limitations and color availability.
C. Samples: Submit samples, illustrating sealant colors for selection.
D. Manufacturer's Installation Instructions: Indicate special procedures, surface
=:� preparation and perimeter conditions requiring special attention.
�4.�` Division 7—Section 07900
�"' Page 1 of 3
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1.05 QUALITY ASSURANCE
A. Perform work in accordance with SWRI requirements for materials and installation.
B. Perform acoustical sealant application work in accordance with ASTM C919.
1.06 ENVIRONMENTAL REQUIIZEMENTS
A. Maintain temperature and humidity recommended by the sealant manufacturer
during and after installation.
1.07 COORDINATION �
A. Coordinate work under provisions of Section 01100.
B. Coordinate the work with all sections referencing this section.
1.09 WARRANTY �
A. Provide five year warranty under provisions of Section 01700.
PART 2 PRODUCTS ,�
2.01 SEALANTS �
A Urethane Sealant: Shall conform to ASTM C 920, Type S or M, Grade NS, Class
25, uses: NT, M, A and O. (Type A)
B. Sanitary Silicone Sealant: Single component silicone, conforming to ASTM C 920, �
Type S, Grade NS, Class 25. (Type B)
C. Silicone Sealant: Single component, non-sag, Type 2, Class A(for sheet metal
work). (Type C) �
D. Butyl Sealant: Single component, Type 1 (for use in setting thresholds). (Type D)
E. Acrylic Latex: (interior use only) Single component, non-sage type. (Type E)
2.02 MANUFACTURERS �
A. Type A: Pecora Dynatrol I, Sonneborn Sonolastic NP 1.
B. Type B: Pecora 863, Tremco Proglaze. �
C. Type C: Dow Corning 999-A.
D. Type D: Tremco Butyl Sealant, Pecora BC-158.
E. Type E: Tremco Acrylic Latex 834, Pecora AC-20.
F. Substitutions: Under provisions of Section 01300.
2.03 ACCESSORIES
A. Primer: Non-staining type, recommended by sealant manufacturer to suit
application.
B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant �
manufacturer; compatible with joint forming materials.
Division 7—Section 07900
�y,
Page 2 of 3
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2.03 ACCESSORIES, continued
C. Joint Backing: ASTM D1056 ; round, opened cell polyethylene foam rod;
oversized 30 percent larger than joint width.
D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to
suit application.
PART 3 EXECUTION
3.01 E��AIVIINATION
A. Verify that substrate surfaces and joint openings are ready to receive work.
' B. Verify that joint backing and release tapes are compatible with sealant.
� 3.02 PREPARATION
6_� A. Remove loose materials and foreign matter which might impair adhesion of sealant.
B. Clean and prime�oints in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions.
� D. Protect elements surrounding the work of this section from damage or
� disfiguration.
��
� 3.03 INSTALLATION
A. Install sealant in accordance with manufacturer's instructions.
B. Measure joint dimensions and siae materials to achieve required width/depth ratios.
,�� C. Install joint backing to achieve a neck dimension no greater than 1/3 of the joint
width.
D. Install bond breaker where joint backing is not used.
�� E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.
F. Apply sealant within recommended application temperature ranges. Consult
manufacturer when sealant cannot be applied within these temperature ranges.
�� G. Tool joints concave.
3.04 CLEANING
� A. Clean adjacent soiled surfaces.
B. Clean adjacent soiled surfaces.
3.05 PROTECTION OF FINISHED WORK
A. Protect finished installation under provisions of Section 01200.
�� B. Protect sealants until cured.
� END OF SECTION
�
, ; Division 7—Secdon 07900
`�' Page 3 of 3
3
�....:�
SECTION 08111
STANDARD STEEL DOORS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fire rated and thermally insulated steel doors.
B. Glass and glazing.
1.02 RELATED SECTIONS
A. Section 08112 - Standard Steel Frames.
B. Section 09900-Painting: Field paintmg of doors.
� 1.03 REFERENCES �
A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to
and Usable by Physically Handicapped People.
�� B. ASTM A525 - Steel Sheet, Zinc-Coated (Galvanized)by the Hot-Dip Process.
C. ASTM A525M - Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process
�, [Metric].
r� D. ASTM C236 - Test Method for Steady-State Thermal Performance of Building
Assemblies by Means of a Guarded Hot-Box.
E. ASTM E 152 -Methods of Fire Tests of Door Assemblies.
�,� F. DHI (Door Hardware Institute) - The Installation of Commercial Steel Doors and
Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware.
�, G. NFPA 80 -Fire Doors and Windows.
H. NFPA 252 -Fire Tests for poor Assemblies.
I. SDI-100 - Staandard Steel Doors and Frames
�� J. UL lOB -Fire Tests of Door Assemblies.
:�
1.04 SUBMITTALS FOR REVIEW
A. Section 01300— Submittals: Procedures for submittals.
A. Product Data: Indicate door configurations, location of cutouts for hardware
reinforcement.
B. Shop Drawings: Indicate door elevations, internal reinforcement, closure method,
and cutouts for glazing.
1.05 QUALITY ASSURANCE
�� A. Conform to requirements of SDI-100 and ANSI A117.1.
B. Manufacturer: Company specializing in manufacturing the Products specified in
� this section with minimum three years experience.
�..�i
.;.,
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,;,� Division 8—SecUon 08111
Page 1 of 3 - -
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1.06 REGULATORY REQUIREMENTS
A. Fire Rated Door Construction: Conform to ASTM E152,NFPA 252, and iJL IOB.
B. Installed Door Assembly: Conform to NFPA 80 for fire rated class as scheduled.
1.07 DELIVERY, STORAGE, AND PROTECTION
A. Section 01200— Special Conditions: Transport, handle, store, and protect products.
B. Protect doors with resilient packaging.
PART 2 PRODUCTS
2.01 DOOR MANUFACTURERS
A. Ceco, Curries, Fenestra, Steelcraft or Republic. '
B. Substitutions: Permitted, according to Section 01300.
�
2.02 DOORS
A. Flush hollow metal doors shall be 1 3/4"thick, Grade II, Heavy Duty Doors.
B. All doors to be insulated. �
C. Doors may either be Model 3, Seamless Hollow Metal Steel Construction, or
Mode14, Seamless—Composite Construction.
�
2.03 DOOR CONSTRUCTION
A. Face: Steel sheet in accordance with SDI-100. H�
B. End Closure: Channel, 0.047 inches thick, flush.
C. Core: Honeycomb core laminated to the face sheet, or vertical steel stiffeners at 6"
o.c. �
2.04 ACCESSORIES
A. Removable Stops: Rolled steel, channel shape, butted mitered corners; prepared for �
countersink style screws.
B. Primer: Zinc chromate type.
2.05 FABRICATION
A. Astragals for pouble Doors: Steel, Z shaped, specifically for double doors.
A. Fabricate doors with hardware reinforcement welded in place.
B. Attach fire rated label to each fire rated door unit.
C. Configure etcterior doors with special profile to receive recessed weatherstripping.
2.06 F11�iISH
A. Thoroughly clean and phosphate treat doors and frames after fabrication and dip
and spray surfaces exposed to view with one coat of rust inhibitive primer. �
�:
��.,. � �, � ` �.�
Division 8—Section 08111
,,�i Page 2 of 3
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PART 3 EXECUTION
3.O 1 INSTALLATI4N
A. Install doors in accordance with SDI-100 and DHI.
B. Coordinate installation of glass and glazing.
C. Coordinate installation of doors with installation of frames specified in Section
08112.
D. Touch-up factory finished doors.
3.03 ERECTION TOLERANCES
= A. Maximum Diagonal Distortion:l/16 inch measured with straight edge, corner to
�"%' corner.
�� 3.04 ADJUSTING
A. Section 01700—Contract Closeout: Adjusting installed work.
B. Adjust door for smooth and balanced door movement.
�,�
� END OF SECTION
��
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,� Division 8—Secdon 08111
Page 3 of 3
�
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SECTION 08112
STANDARD STEEL FRAMES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fire rated and thermally insulated steel frames.
1.02 RELATED SECTIONS
A. Section 08111 - Standard Steel Doors.
1.03 REFERENCES
� A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to
and Usable by Physically Handicapped People.
B. ASTM A525 - Steel Sheet, Zinc-Coated (Galvamzed)by the Hot-Dip Process.
C. ASTM E 152 -Methods of Fire Tests of Door Assemblies.
�� D. DHI - Door Hardware Institute: The Installation of Commercial Steel Doors and
Steel Frames, Insulated Steel Doors in Wood Frames and Builder's Hardware.
; E. NFPA 80 -Fire Doors and Windows.
; F. NFPA 252 - Fire Tests for poor Assemblies.
G. SDI-100 - Standard Steel Doors and Frames.
� H. UL l OB - Fire Tests of Door Assemblies.
�
1.04 SUBMITTALS FOR REVIEW
� A. Section 01300— Submittals: Procedures for submittals.
; B. Product Data: Indicate frame configuration and finishes.
C. Shop Drawings: Indicate frame elevations, reinforcement, anchor types and
� spacings, location of cutouts for hardware, and finish.
�
1.05 QUALITY ASSURANCE
A. Conform to requirements of SDI-100 and ANSI A117.1.
B. Manufacturer: Company specializing in manufacturing the Products specified in
this section with minimum three ears ex erience. _
1.06 REGULATORY REQUIREMENTS
A. Fir Rated Frame Construction: Conform to ASTM E152,NFPA 252, LTL lOB.
B. Installed Frame Assembly: Conform to NFPA 80 for fire rated class same as fire
�� door.
�
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�,� Division 8—Section 08112
Page 1 of 3
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1.07 DELIVERY, STORAGE, AND PROTECTION
A. Section 01600 — Material and Equipment: Transport, handle, store, and protect
products.
B. Accept frames on site in manufacturer's packaging. Inspect for damage.
1.08 PROJECT CONDITIONS
A. Coordinate the work with frame opening construction, door, and hardware
installation.
B. Sequence installation to ensure wire connections are achieved in an orderly and
expeditious manner.
J
PART 2 PRODUCTS
2.01 FRAME MANUFACTURERS ���
A. See Door Manufacturers, Section 08111.
2.02 FRAMES
`�
A. Frames: To suit SDI-100 Grade and Model of door specified in Section 08111.
2.03 ACCESSORIES �
A. Removable Stops: Rolled steel channel shape, butted corners; prepared for
countersink style screws. ;µ�
B. Bituminous Coating: Fibered asphalt emulsion.
C. Primer: Zinc chromate type.
D. Silencers: Resilient rubber set in steel channel fitted into drilled hole. �
E. Weatherstripping: Resilient rubber set in steel frame.
2.04 FABRICATION '�
A. Fabricate frames as welded unit.
B. Fabricate frames with hardware reinforcement plates welded in place.
C. Reinforce frames wider than 48 inches with roll formed steel channels fitted tightly
into frame head, flush with top.
D. Terminate door stops 6 inches above finished floor. Cut stop at 45 degree angle and
close.
E. Prepare frames for silencers. Provide three single silencers for singly doors on
strike side. Provide two single silencers on frame head at double doors without
mullions.
F. Attach fire rated label to each fire rated door unit.
G. Fabricate frames to suit masonry wall coursing with 4-inch head member.
�
Division 8—Section 08112 �
Page 2 of 3
��
2.05 FINISH
A. Primer: Air-dried.
PART 3 EXECUTION
3.01 E�s;AMINATION
A. Section 01100 — General Requirements: Verification of existing conditions before
starting work.
g�w B. Verify that opening sizes and tolerances are acceptable.
3.02 INSTALLATION
��° A. Install frames in accordance with SDI-100 and DHI.
B. Coordinate with masonry and gypsum board wall construction for anchor
� placement. Provide a minimum of three anchors per jamb. Anchors shall be
fabncated from 18 ga. steel.
C. Coordinate installation of glass and glazing.
� D. Coordinate installation of frames with installation of hardware and doors.
`�'`'� E. Install roll formed steel reinforcement channels between two abutting frames.
, Anchor to structure and floor.
�:�
3.03 ERECTION TOLERANCES
�� A. Maximum Diagonal Distortion: 1/16 inch measured with straight edges, crossed
� corner to corner.
� END OF SECTION
��
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�^`; Division 8—Section 08112
"' Page 3 of 3
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SECTION 08211
HARDBOARD PANELED DOORS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Hardboard paneled doors; fire rated and non-rated.
1.02 RELATED SECTIONS
A. Section 08710 -Door Hardware.
B. Section 09900 -Painting: Site finishing of doors.
� 1.03 REFERENCES
A. ANSI A135.4—Basic Hardboard.
B. ASTM E152—Methods of Fire Tests and Door Assemblies.
C. ASTM E413 —Classification for Determination of Sound Transmission Class.
�� D. AWI—Quality Standards of the Architectural Woodwork Institute.
E. NFPA 80 —Fire Doors and Windows.
F. NFPA 252 — Standard Method of Fire Tests for poor Assemblies.
�,� G. UL lOB —Fire Tests of Door Assemblies.
H. Warnock Hersey—Certification Listings for Fire Doors.
�
N� 1.04 SUBMITTALS FOR REVIEW
A. Section 01300— Submittals: Procedures for submittals.
�� B. Product Data: Indicate door core materials for construction; veneer species, type
and characteristics.
C. Shop Drawings: Illustrate door opening criteria, elevations, sizes, types, swings,
undercuts required, special beveling, special blocking for hardware, factory
;� machining criteria, factory finishing criteria.
1.05 REGULATORY REQUIREMENTS
A. Fire Door Construction: Conform to ASTM E152,NFPA 252, iJL IOB.
D r m 1 � nform to NFPA 80 for fire rated class as _
indicated.
1.06 DELIVERY, STORAGE, AND PROTECTION
A. Section 01200— Special Conditions: Transport, handle, store, and protect products.
B. Accept doors on site in manufacturer's packaging. Inspect for damage.
�
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�� Division 8—Secdon 08211
Page 1 of 3
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1.07 WARRANTY
A. Section 01700—Contract Closeout.
B. Provide wananty to the following term:
1. Interior poors: Two (2)years.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Masonite — Cra�'rinaster Codonist Model.
2.02 DOOR CONSTRUCTION �
A. Core(Solid, Fire Rated): AWI Section 01300, Type FD 1 and 1/3.
B. Core(Hollow): AWI Section 01300, Type SHC — Standard. F�
2.03 DOOR FACING
A. Facing(Interior): ANSI A135.4, Class 2— Standard;Type S2S hardboard. �
2.04 FABRICATION
A. Fabricate non-rated doors in accordance with AWI Quality Standards requirements. �
B. Fabricate fire rated doors in accordance with AWI Quality Standards and to LTL
requirements. Attach fire-rating label to door.
C. Sound Rating For Single Door Leaf (and Frame) Assembly: ASTM E413, �
minimum STC 35.
D. Provide lock blocks at lock edge for hardware reinforcement.
E. Factory machine doors for finish hardware in accordance with hardware �
requirements and dimensions. Do not machine for surface hardware. (Provide
solid blocking for through bolted hardware.)
F. Factory fit doors for frame opening dimensions identified on shop drawings. �
G. Cut and configure exterior door edge to receive recessed weather stripping devices.
H. Provide edge clearances in accordance with AWI 1600.
2.05 FI1�IISH
A. According to Section 09900.
PART 3 EXECUTION
3.01 EXAMINATION
A. Section 01039 — Coordinate and Meetings: Verification of existing conditions
before starting work.
B. Verify that opening sizes and tolerances are acceptable. �
Division 8—Section 08211 �
Page 2 of 3
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3.01 EXAMINATION, continued
C. Do not install doors in frame openings that are not plumb or are out-of-tolerance
for size or alignment.
3.02 INSTALLATION
A. Install doors in accordance with manufacturer's instructions.
B. Trim non-rated door width by cutting equally on both jamb edges.
C. Trim door height by cutting bottom edges to a maximum of 3/4 inch (19mm). Trim
fire door height at bottom edge only, in accordance with fire rated requirements.
D. Machine cut for hardware.
3.03 INSTALLATION TOLERANCES
�� A. Conform to AWI requirements for fit and clearance tolerances.
� B. Conform to AWI Section 01300 requirements for maximum diagonal distortion.
3.04 ADNSTING
�� A. Section 01700—Contract Close-Out: Adjusting installed work.
B. Adjust door for smooth and balanced door movement.
i
C. Adjust closer for full closure.
,. �
END OF SECTION
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' Division 8—Section 08211
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Page 3 of 3
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SECTION 08360
SECTIONAL OVERHEAD DOORS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Overhead sectional doors.
B. Operating hardware, controls, and supports.
C. Electric operating equipment, including provisions for sound isolation.
a 1.2 RELATED SECTIONS
A. Section 03415 -Precast Concrete Hollow Core Planks
B. Section 06114 - Wood Blocking and Curbing: Rough wood framing for door
�� opening.
C. Section 07900 - Joint Sealers: Perimeter sealant and backup materials.
�,� 1.3 REFERENCES
A. National Association of Garage Door Manufacturers Guidelines.
�
.,_.:l 1.4 SYSTEM DESCRIPTION
A. Panels: Steel stile and rail panels.
�j B. Standard lift operating style with track and hardware.
r�� C. Operation: Electric
D. Design and size components to withstand dead and live loads caused by pressure
� and suction of wind acting normal to plane of wall as measured in accordance with
�-� ANSUASTM E330.
E. Design system to include sound isolation of door opening to units above.
�
�
�� 1.5 QUALITY ASSURANCE
A. Perform Work in accordance with ANSI A216.l, Application Type; Commercial.
�
1.6 QUALIFICATIONS
this section with minimum three years documented experience.
B. Installer: Company specializing in performing the work of this section with
minimum three years documented experience.
��`'
1.7 REGULATORY REQUIREMENTS
A. Conform to applicable code for motor and motor control requirements.
�� B. Products Requiring Electrical Connection: Listed and classified by Underwriters'
✓ Laboratories, Inc., as suitable for the purpose specified and indicated.
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Division 8-Section 08360
� Page 1 of 4
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1.8 WARRANTY
A. Provide five-year warranty under provisions of Section 01700.
B. Warranty: Include coverage for electric motor.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Ideal Door Co., Clopay, Overhead Door Co., Fimbel, or equal.
D. Substitutions: Under provisions of Section 01600.
2.2 DOOR COMPONENTS
A. Track: 2 or 3 inch (per manufacturer's requirements) wide rolled steel track,
continuous one piece per side; galvanized steel mounting brackets, 1/4 inch thick.
B. Hinge and Roller Assemblies: Heavy duty hinges and adjustable roller holders of �'�
galvanized steel; floating hardened steel bearing rollers, located at top and bottom
of each panel, each side. �
C. Lift Mechanism: Torsion spring on cross head shaft, with braided steel lift cables.
Manual Operation: A maximum exertion of 25 lbs force.
D. Sill Weatherstripping: Resilient vinyl strip, one piece; fitted to bottom of door �
panel, full length contact.
E. Jamb Weatherstripping: Roll formed aluminum section full height of jamb, fitted
with resilient weatherstripping, placed in moderate contact with door panels. ,�4�
F. Lock: Inside side mounted, adjustable keeper, spring activated latch bar with
feature to retain in locked or retracted position; interior handle; lock master keyed.
2.3 ELECTRICAL CHARACTERISTICS AND COMPONENTS
�
A. Motor: NEMA MGl, Type 1. Similar to Clopay Model HT Series 2000.
B. Wiring Terminations: Provide terminal lugs to match branch circuit conductor �
quantities, sizes, and materials indicated. Enclose terminal lugs in terminal box
sized to ANSI/NFPA 70.
C. Disconnect Switch: Factory mount disconnect switch in control panel .
D. Electric Operator: Side mounted on cross head shaft. Center mounted draw bar
assembly, adjustable safety friction clutch; brake system actuated by independent
voltage solenoid controlled by motor starter; enclosed gear driven limit switch;
enclosed magnetic cross line reversing starter; mounting brackets and hardware.
E. Control Station: Standard three button open-close-stop type, control for each
electric operator; 24 volt circuit, surface mounted. Include key operated switch
located at inside door jamb.
F. Hand Held Transmitter: Digital control, resetable.
G. Safety Edge: At bottom of door panel, full width; sensitized type, wired to reverse �
door upon striking object; hollow neoprene covered to provide weatherstrip seal.
�
Division 8-Section 08360
Page 2 of 4 ��
���
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that wall openings are ready to receive work and opening dimensions and
tolerances are within specified limits.
B. Beginning of installation means acceptance of existing surfaces.
�� 3.2 PREPARATION
A. Prepare opening to permit correct installation of door unit to perimeter air and
vapor barrier seal.
B. Apply sealer to wood frame.
� C. Verify that electric power is available and of the conect characteristics.
��
3.3 INSTALLATION
A. Install door unit assembly in accordance with manufacturer's instructions.
�� B. Anchor assembly to wall construction and building framing without distortion or
stress.
C. Securely brace door tracks suspended from structure. Secure tracks to structural
�L� members only. Provide for sound isolation.
D. Fit and align door assembly including hardware, level and plumb, to provide
smooth operation.
.,,� E. Coordinate installation of electrical service. Complete power and control wiring
from disconnect to unit components.
F. Coordinate installation of sealants and backing materials at frame perimeter as
����� specified in Section 07900.
G. Install perimeter trim and closures.
H. Fit and align door assembly including hardware, level and plumb, to provide
�� smooth operation.
I. Coordinate installation of electrical service. Complete power and control wiring
��� from disconnect to unit components.
J. Coordinate installation of sealants and backing materials at frame perimeter as
K. Install perimeter trim and closures.
3.4 ADNSTING
A. Adjust door assembly to smooth operation, according to Manufacturer's
instructions.
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Division 8-Section 08360
Page 3 of 4
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3.5 CLEANING
A. Clean doors and frames.
B. Remove labels and visible markings.
3.6 PROTECTION OF FI1�iISHED WORK
A. Do not permit construction traffic through overhead door openings after adjustment
and cleaning.
END OF SECTION �
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Division 8-Section 08360
Page 4 of 4 �
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1
SECTION 08410
� ALIfMINUM ENTRANCES AND STOREFRONTS
PART 1 GENERAL
' 1.01 SE�TION INCLUDES
A. Aluminum doors and frames.
� B. Door hardware.
C. Perimeter seatant.
, 1.02 RELATED SECTIONS
A. Section 04300-Unit Masonry Systems
B. Section 07900-Joint Sealers: System perimeter sealant and back-up materials.
' 03
1. REFERENCES
' A. AA(Aluminum Association)-Designation System for Aluminum Finishes.
B. AAMt�i - Meta1 Curtain Wa11, Window, Store Front and Entrance - Guide
SpeciFications Manual.
� C. AAMA - Cuitain Wa11 Manual #10 - Care and Handling of Architectural
Aluminum From Shop to Site.
D. AAM�501.2-Methods of Test for Metal Curtam Wa11s.
' E. AAM4A 603.8 - Performance Requirements and Test Procedures for Pigmented
Organic Coatings on Extruded Aluminum.
F. AAMA 605.2 - Specification for H'igh Performance Organic Coatings on
' Archit�ctural Extrusions and Panels.
G. AAM�A 606.1 - Specifications and Inspection Methods for Integral Color Anodic
Finishes for Architectural Aluminum.
, H. AAMA 608.1 - Specification and Inspection Methods for Electrolytically
Depos�ted Color Anodic Finishes for Architectural Aluminum.
I. AAMA FC-1 -Field Check of Metal Curtain Walls for Water Leakage.
' 1. AAMA SFM-1 -Aluminum Storefront and Entrance Manual.
K. ANSI A117.1 - Safety Standards for the Handicapped.
L. ASCE 788 -Calculation of Wind Loads.
. uminum- oy an a .
N. ASTM B209M-Aluminum and Aluminum-Alloy Sheet and Plate[Metric].
O. ASTM B221 -Aluminum-Alloy Extruded Bar,Rod,Wire, Shape, and Tube.
� P. ASTM$221M-Aluminum-Alloy Exhuded Bar,Rod,Wire, Shape,and Tube
Q. ASTM E283 - Rate of Air Leakage Th�ough Exterior Windows, Curtain Wall and
Doors.
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j� Division 8-Section 08410
Page 1 of 6
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1.04 SYSTEM DESCRIPTION
A. Aluminum entrances and storefront system includes tubular aluminum sections
shop fabricated, factory finished, related flashings, anchorage and attachment
devices.
B. System Assembly Site assembled.
1.05 PEB.�OltMANCE REQUIREMENTS
A. System Design: Design and size components to withstand dead and live loads
caused by positive and negative wind pressure acting normal to plane of wall:
1. As calculated in accordance with ASCE 788 -Calculation of Wind Loads
B. System Assembly: Accommodate without damage to components or deterioration �
of seals, movement within system, movement between system and peripheral
construdion, dynamic loading and release of loads, deflection of structural support �
framing
C. Air infiltration: I;unit a�r leakage through assembly to 0.06 cftn/mm/sq ft of wall
area, measured at a reference differential pressure across assembly of 1.57 psf as
measured in accordance with AAMA 501.2. �
D. Air and Vapor 5eal: Ma.inta.in continuous air barrier and vapor retarder throughout
assembl�, primarily in line with inside pane of glass and inner sheet of infill panel �
and heel bead of glazing compound.
E. Water Leakage: None, when mea.sured in accordance with AAMA 501.2 with a
test pressure difference of 2.86 lbflsq ft . ,�
F. Expansion / Comraction: Provide for expansion and contraction within system
components caused by cycling temperature range of 170 degrees F over a 12 hour
period without causing detrimental effect to system components and anchorage. �
G. System Internal Drainage: Drain water entering joints, condensation occuiring in
gla�ing channels, or migrating moisture occumng within system, to the e�erior by
a weep drainage network �
1.06 SUBMITTALS FOR REVIEW
A. Secbion 01300- Submittals: Procedures for submittals. �
B. Shop �rawings: Indicate system dimensions, fram� opening r�uirements and
tolerac�ces, affected related Work and expansion and contraction joint location and
details.
E. Submit two samples illustrating finished aluminum surface.
1.07 QUALITY ASSURANCE �
A Perform Work in accordance with AAMA SFM-1 and AAMA - Meta1 Curtain
Wall,Window, Store Front and Entrance-Guide Specifications Manual.
B. Conform to requirements of ANSI Al l�'.1. �
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Division 8-Section 08410 �
Page 2 of 6
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1.07 QUALITY ASSURANCE, continued
C. Manufacturer and Installer : Company specializing in manufacturing aluminum
glazing systems with minimum three years documented experience.
1.08 DELIVERY, STORAGE, AND PROTECTION
A Section 01600 - Material and Equipment: Transport, handle, store, and protect
produ�ts.
B. Handle Products of this section in accordance with AAMA- Curtain Wall Manual
#10.
C. Protect finished aluminum surfaces with [wrapping] [strippable coating]. Do not
use adhesive papers or sprayed coatings which bond when exposed to sunlight or
� weather.
� 1.09 WARRANTY
A. Section 01700-Contract Closeout.
�� B. CorreGt defective Work within a five year period after Substantial Completion.
,;� C. Warranty: Include coverage for complete system for failure to meet specified
� requirements.
� D. Provide five yeaz manufacturer warranty for glazed units.
;�
c3�� PART 2 PRODUCTS
� 2.01 bZANUFACTURERS
:u��
A. Doors
1. CMI Architectaral P�roduds,InG -351 Enbance system
�.�
2. Kawneer(System similar to CM�
3. Warisau Mdals Caporat�on �• •,
r..
B. Storefront
� 1. CMI Architectura[Prorluds, In� —C75'System
2. Kar�neer(Systene sinrilar to CM�—NiICORE syste►n
C. Section 01300- Submittats: Product options and substitutions.
2.02 MATERIALS
uminum: ASTM B22 L
B. Sheet Aluminum: ASTM B209.
C. Fasteners: ASTM A 164
���
2.Q3 COMPONENTS
A. Frame: 2 x4 inch nominal dimension;thermally broken with interior tubular section
� insulated from exterior; flush glazing stops; drainage holes; internal weep drainage
�..� system.
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� Division 8-Section 08410
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Page 3 of 6
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2.03 COMPONENTS, continued
B. Doors: 1-3/4 inches thick, see Drawings for rail and stile dimensions and glazed
openings.
2.04 SEALANT MATERIALS
A. Sealant and Backing Materials: �
1. Perimeter Sealant: Type as specified in Section 07900. �
2.05 HARDWARE �
A. Weather Stripping, Sill Sweep Strips, Thresholds, Hinges, Push/Pull Handles and
Closers : Manufacturers standard type to suit application, Colorclad finish. �
2.06 FABRICATION
A Fabricate components with minimum clearances and shim spacing around �
perimeter of assembly, yet enabling installation and dynamic movement of
penm�ter seal.
B. Accurately fit and secure joints and corners. Make joints flush, hairline, and
weatherproof. ;�
C. Prepars components to receive anchor devices. Fabricate anchors.
D. Arrange fasteners and attachments to conceal from view. �
E. Prepare componetrts with internal reinforcement for door hardware.
F_ Reinforce framing members for imposed loads.
2.07 FINIS�S �
A Finish Coatings: Conform to AAMA 603.8
B. F.xterior and Interior E�osed Aluminum 5urfaces: Fluorocarbon coating, 4 ntil �
thick color to be selected.
C_ Conce,aied Steel Items: Primed with iron o�ude paittt.
D. Apply one coat of bituminous paint to concealed aluminum surFaces in contact
with cementittious or dissimilar materials
E. Shop and Touch-Up Primer for Steel Camponents: SSPC Paint 25 red oxide.
F. Extent of Finish
- 1. Apply factory coating to all surfaces exposed at completed assemblies.
2. Apply finish to surfaces cut during fabrication so that no natural aluminum is
visible in completed assemblies, including joiirt edges.
3. Apply touch up materials recommended by coating manufacturer for field
application to cut ends and minor damage to factory applied finish.
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Division 8-Sedion 08410 �
Page 4 of 6
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PART 3 EXECUTION
3.01 EXAMINATION
A. Section 01100: General Requirements: Verification of existing conditions before
starting work.
B. Verify dimensions,tolerances,and method of attachment with other work.
C. Verify wall openings and adjoining air and vapor seal materials are ready to receive
work of this Section.
3.02 INSTALLATION
A. Instail wa11 system in accordance with manufacturer's instructions and AAMA -
Meta1 Curtain Wall, Window, Store Front and Entrance - Guide Specifications
Manual .
�� B_ Attac� to structure to permit sufficient adjustment to accommodate construction
tolerances and other irregularities.
�, C. Provide alignment attachments and shims to permanently fasten system to building
:� structure.
D. Align assembly plumb and level, free of warp or twist. Maintain assembly
dimensional toterances, atigning with adjacent work.
�� E. Provide thermal isolation where components penetrate or disrupt building
�= insulation.
F. Install flashings. Turn up ends and edges; seal to adja.cent work to form water tight
�:� �'
G. Coordinate attachment and seal of perimeter air and vapor batrier materials.
H_ Pack fibrous insulation in shim spaces at perimeter of assembly to maintain
�� continµity of thermal barrier.
I. Set thresholds in bed of mastic and se�ure.
� J. Install hardware using templates provided.
� K_ Install glass according to ma.nufacturer's instiuctions.
.�
L. Install perimeter sealant in accordance with Section 07900.
`� 3.03 ERECTION TOLERANCES
A. In accordance with manufacturer's insttuctions and AAMA - Metal Curtain Wal
, re ron an n ce- e Specifications Manual _
3.04 ADJUSTIl�iG
A. Section 01700-Contract Closeout: Adjusting installed work.
B. Adjust operating hardware for smooth operation,
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'e Division 8-Section 08410
`J`j� Page 5 of 6
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3_OS CLEANING
A. Section 01700- Contract Closeout: Cleaning installed work.
B. Remo�e protedive material from pre-finished aluminum surfaces.
C. Wash down surFaces with a solution of mild detergent in warm water, applied with
soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces
clean.
D_ Remove excess sealant by method acceptable to sealant manufacturer.
3.06 PROTECTION OF FINISHED WORK
A. Section 01700-Contract Closeout: Protecting installed work.
B. Protect finished Work from damage.
END OF SECTION �
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Division S-Sec�ion 08410 '��
Page 6 of 6
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SECTION 08631
VINYL WINDOWS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Vinyl windows and accessories.
1.02 STAl�1�ARDS
A Windows shall meet all applicable AAMA Standards and Specifications.
B. Windows shall comply with ASTM 773-88
� PART 2 MATERIALS
z.o1 vnv�,wnvnows
A. Windows to be manufactured by Enter�ro doors and windows
� B. Model No's.: See documents for sizes _
�� C. Glaz�ng: "Low E" glass.
� D. Provide charcoal screens.
� E. Finish: Bronze.
�� PART 3 EXECUTION
� 3.01 INST'ALLATION
A. Install square, plumb and level with the proper expansion clearance in a secure and
workmanlike manner,without distortion.
�
END OF SECTION
:�
� Division 8-Section 08631
x._�
Page 1 of 1
��
SECTION 08710
DOOR HARDWARE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Hardware for hollow steel, wood and aluminum doors.
B. Thresholds.
a- C. Weatherstripping, seals and door gaskets.
1.02 RELATED SECTIONS
A. Section 08111 - Standard Steel Doors.
B. Section 08112 - Standard Steel Frames.
� C. Section 08211 —Hardboard Doors
D. Section 08410 - Aluminum Entrances and Storefronts: Hardware for same.
�� 1.03 REFERENCES
A. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible to
�, and Usable by Physically Handicapped People.
� B. NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures.
� C. NFPA 252 -Fire Tests of Door Assemblies.
�� D. iJL lOB - Fire Tests of Door Assemblies.
1.04 SUBIVIITTALS
A. Shop Drawings: Indicate locations and mounting heights of each type of hardware.
�� B. Submit manufacturer's parts lists, templates.
C. Manufacturer's Installation Instructions: Indicate special procedures, and perimeter
' conditions requiring special attention .
1.05 OPERATION AND MAIN,TENANCE DATA
A. Maintenance Data: It€c�titt�e�data on operating hardware, lubrication requirements,
and inspection procedures related to preventative maintenance.
...� .
1.06 QUALITY ASSURANCE
A. Perform work in accordance with the following requirements:
1. ANSI A117.1 - Specifications for Making Buildings and Facilities Accessible
to and Usable by Physically Handicapped People.
� 2. NFPA 101.
3. NFPA 80.
x 4. NFPA 252.
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„__�, Division 8—Section 08710
Page 1 of 5
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1.07 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the Products specified in
this section with minimum five years experience.
B. Hardware Supplier: Company specializing in supplying commercial door
hardware with five years experience.
1.08 REGULATORY REQUIREMENTS
A. Conform to applicable code for requirements applicable to fire rated doors and
frames. �-
1.09 DELIVERY, STORAGE, AND HANDLING :i�
A. Package hardware items individually; label and identify each package with door
opening code to match hardware schedule.
B. Deliver keys to Owner by security shipment direct from hardware supplier. ;e�
1.10 COORDINATION
A. Coordinate the work with other directly affected sections involving manufacture or i�
fabrication of internal reinforcement for door hardware.
1.11 MAINTENANCE MATERIALS �
A. Provide special wrenches and tools applicable to each different or special hardware
component. �
B. Provide maintenance tools and accessories supplied by hardware component
manufacturer.
PART 2 PRODUCTS �
(Note: All products shall be heavy duty, commercial quality)
2.01 ACCEPTABLE MANUFACTURERS (submit for approval substitutions) ��
A. Hinges: Stanley, Lawrence, Hager
B. Latch Sets: Schlage, Best, Sargent�ICu✓.�l t�t�'"
C. Push/Pulls: Hiawatha, Hager
, D. Cylinders: �rify/coordinate with Owner's Master Key System
E. Closers: LCN, Norton, Sargent
F. Overhead Holders: Ives, Glynn-Johnson
G. Gasketing: NRG, Pemko
H. Protection Plates: Hiawatha q-.
I. Thresholds:Reese, Pemko �
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Division 8—Section 08710 �
Page 2 of 5
�rv�
2.02 FII�IISHES
A. Finishes: Bright Brass.
PART 3 EXECUTION
3.01 EXAIVIINATION
A. Verify that doors and frames are ready to receive work and dimensions are as
indicated on shop drawings
3.02 INSTALLATION
A. Install hardware in accordance with manufacturer's instructions.
s B. Use templates provided by hardware item manufacturer.
� 3.03 ADNSTING
A. Adjust hardware for smooth operation.
3.04 PROTECTION OF FII�TISHED WORK
A. Do not permrt ad�acent work to damage hardware or fimsh.
� 3.05 SCHEDULES
' `� A. Grou 1: for Aluminum Ent S stem b Door Su lier Grou 2 for sin le doors
P rY Y , Y PP � P g )
�� 2 Pulls
� 2 Push Bars
6 Butts
� 1 Mullion
2 Cylinders
2 Closers
� 1 Threshold
� 2 Sweep
1 Electric Strike
1 Weatherstripping
B. Group 2: See Group 1
C. Group 3 (for 1 hour stair enclosures)
us
1 Closer
1 Wall Stop
1 Smoke Gasket
1 Lever Passage Set (Exit Function)
�.
�� Division 8—Section 08710
Page 3 of 5
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3.06 SCHEDULES, continued
D. Group 4 (for Elevator Equipment Room)
3 Butts
1 Closer
1 Floor Stop `
1 Smoke Gasket
1 Lever Lockset(Storeroom Function
1 Kickplate `
E. Group 5 (for Corridor and Restroom Doors)
3 Butts �
1 Closer
1 Wall Stop �
1 Smoke Gasket
1 Lever Passage Set
1 Kickplate
F. Group 6 (for Exterior Hollow Metal Doors) :�
3 Butts
1 Closer �
1 Floor Stop
1 Weatherstripping Set
1 Threshold r�
1 Lever Lockset E�erior only
1 Panic Hardware �d
1 Kickplate ;�
G. Group 7 (for Parking Level Trash Room Door)
6 Butts
2 Closers ;�
2 Wall Stops
1 Lever Lockset
2 Kickplates �
1 Flush Bolt
H. Group 8 (for Unit Entry Doors)
3 Butts
1 Closer
1 Wall Stop
1 Lever Lockset
1 Deadbolt
1 Viewport
1 Door Chime �
1 Smoke Gasket �
r�Division 8—Section 08710
Page 4 of 5
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3.6 SCHEDiJLES, continued
I. Group 9 (for Common& Guest Suite Bathrooms)
3 Butts
1 Closer
1 Wall Stop
1 Privacy Lockset
J. Crroup 10 (for Mechanical Room)
3 Butts
1 Closer
1 Wall Stop
1 Lever Lockset
2 Kickplates
�' K. Crroup 11 �
3 Butts
� 1 Wall Stop
`_F� 1 Lever Lockset
�
,^„� END OF SECTION
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;.� Division 8—Section 08710
Page 5 of 5
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SECTION 09206
METAL FURRING AND LATHING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Wall, bulkhead, and ceiling, framing.
B. Access panels (to the attic area).
1.02 RELATED SECTIONS
A. Section 09260 - Gypsum Board Systems.
1.03 REFERENCES
�� A. ASTM C841 - Installation of Interior Lathing and Funing. �
`�"- B. GA-600 - Fire Resistance Design Manual.
�.�� C. ML/SFA (Metal Lath/Steel Framing Association) - Specifications for Metal
� Lathing and Furring.
-;�.�
' f 1.04 QUALITY AS SURANCE
� A. Perform Work in accordance with ASTM C841, GA-600, ML/SFA, and ASTM
C 1063.
��� PART 2 PRODUCTS
�� 2.01 FRAMING MATERIALS
_� A. Furring Channels: Formed steel; minimum 25 gage thick, 7/8 inch (no rigid
insulation) and 1 1/2 inch deep length as required.
B. Resilient Channels: Formed steel; minimum 25 gage, 1/2" thick; size and length as
�� required, hat shaped profile.
C. Casing Bead: Formed sheet steel ; minimum 26 gage thick; depth governed by
plaster thickness; maximum possible lengths; expanded metal flanges, with square
edges.
d sheet steel• minimum 26 gage thick; depth governed by
plaster thickness; maximum possible lengths; expanded metal anges, wrt
radiused edge.
E. Control [and Expansion] Joint Accessories: Formed sheet steel ; minimum 26 gage
thick; accordion profile, 2 inch expanded metal flanges each side.
2.02 ACCESSORIES
� A. Anchorage: Tie wire, nails, screws and other metal supports, of type and size to
��=`� suit application; to rigidly secure materials in place.
�� Division 9-Section 09206
F Page 1 of 2
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2.03 FII�TISHES
A. Framing Materials: Galvanized.
B. Hangers, Anchors, and Fastening Devices: Galvanized.
PART 3 EXECUTION
3.01 EXANIlNATION
A. Verify site conditions under provisions of Section 01100.
B. Verify that surfaces conditions are ready to receive work.
D SPACE FRAMING
3.02 W ALL AND FURRE
A. Erect wa11 furring by directly attaching to masonry walls.
B. Erect furring channels horizontally or vertically ; secure with fasteners on alternate �
channel flanges at maximum 24 inches oc. �
C. Spacing furring channels maximum 16 inches on center, not more than 4 inches
from floor and ceiling lines. �F�
D. Space resilient channels at maximum 24 inches on center. Place joints over framing
members. �
3.03 CONTROL JOINTS
A. Position and install control joints according to the "Gypsum Construction
Handbook", 90th Edition. �v�
END OF SECTION �
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Division 9-Section 09206 �
Page 2 of 2
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SECTION 09260
GYPSUM BOARD SYSTEMS
PART 1 GENERAL
1.01 SE�TION INCLUDES
A. Acoustical insulation.
w B. Gypsum board.
C. Gypsiu�sheathing and Cementitious backer board.
D. Taped and sanded joint treatment.
� E. Te�ure Finish.
� 1.02 RELATED SECTIONS
A Section 07213 —Batt Insulation: Thermal Insulation.
" ` B. Section 08112- Standard Steel Frames.
C_ Section 09206—Metal Furring and Lathing.
�� B. $ection 099�-Painting: Surfa.ce finish.
1.03 RE�ERENCES
�V� A. ASTM C36-Gypsum Wallboard.
B. ASTM C79—Gypsum Shea.thing Board.
� G. ASTM C442-Gypsum Backing Board and Core Board.
�� D. ASTN�C�73 -7oint Treatment Materials for Gypsum Wallboard Construction.
E. A5TM C514—Nails for the Application of Gypsum Wallboard.
� F. ASTM C557—Adhesive for Fastening Gypsum Wa11ba►ard to Wood Framing.
G. ASTM C630—Water Resistant Gypsum Backing Board.
H. ASTN� C645 -Non-Load (A�nal) Bearing St�l Studs,Runners (Track), and Rigid
Furring Channels for Screw Application of Gypsum Board.
% I. ASTM C665 — Mineral Fiber Blanket Thermal Ynsulation for Light Frame
Conshuction and Manufacture�Housing.
7. AST1V� C754 - Installation of Framing Members to Receive Screw Attached
(3yypsum Wallboard,Backing Board,or Water Resistant Backing Boazd.
K. ASTM C840-Applica.tion and Finishing of Cypsum Board.
- . — o or oratory easurement of Airborne Sound
Trans�ission Loss of Building Partitions.
M. ASTM EI 19—Fire Tests of Buitding Construction and Materials.
N. GA 201 -Gypsum Board for Wa11s and Ceilings.
O. GA-216 - Recommended Specifications for the Application and Finishing of
Gypsum Board.
P. GA 60Q—Fire Resistance Design Manual.
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�, Division 9-Section 09260
Page 1 of 4
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1.04 SYSTEM DESCRIPTION
A. Acoustical Attenuation for Interior Partitions: 50 STC in accordance with ASTM
E90.
B. Shaft Wa11: Perform to the following:
1. Acoustical Attenuation: 50 STC in accordance with ASTM E90.
1.05 REGULATORY REQUIREMENTS
A. Conform to UBC code for fire rated assemblies as follows:
1. Fire I�ated Partitions: Listed assembly by GA File #'s: WP3812 (party
walls): WP3230 (Corridorfunit watls, Elevator Shaft and Trash Room
Walls). �
2. Fire Rated Ceiling: Listed assembly by GA File#RC 2601 (1)hour.
3. Fire Ra.ted Floar/Ceiling assembly: UL Design L528 (1)how.
.�
PART 2 PRODUCTS
2.01 MANUFACTURERS -GYPSUM BOARD SYSTEM ��
A. U.S.G.,National Gypsum Co., Georgia-Pacific.
Z.OZ FRAMING MATERIALS �
A. Furring,Framing and Accessories: ASTM C645.
B. Fasteners: A5TM C514. 3
C_ Anchorage to Substrate: Tie wire, nails, screws and other metal supports, of type i�
and size to suit application;to rigidly secure materials in place.
D. Adhesive: ASTM C557. �
2.03 G�PSUM BOARD MATERIALS
A Fire Rated Gypsum Board: ASTM C36; fire resistive type, iJL rated; 5/8 inch
thick, maximum permissible length;ends square cut,ta.pered edges.
��
B. Moisture Resistant Gypsum Board: AST�VI C630; S/8 thick, maximum permissible
length�8nds square cut tapered edges. �
C. Gypsum Sheathin�Board: ASTM C79;moisture resistant and fire resistant type; '/2
inch thick, maximum permissible length; ends square cut, square edges; water
repellent paper faces.
D. �ementitious Backing Board: High density, glass fiber reinforced, lh inch thick; 2
inch wide,coated glass fiber tape for joints and co�ners.
2.04 ACCESSORIES `'
A. Acoustical �nsulation: ASTM C665; preformed glass fiber, fi-iction fit type,
unfaced, 3-l./2 inch thick.
�.
Division 9-Section 09260 ,�
Page 2 of 4
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2.04 ACCESSORIES, corrtinued
B. Acoustical Sealant: Non-hardening, non-skinning, for use in conjunction with
gypsuin boazd manufactured by USG.
C. Corner Beads: Metal.
D. Edge Trim: GA 201 and GA 216;Type LC and L bea.d.
E. Joint Matenals: ASTM C475; remforcmg tape, �oint compound, adhesive, and
water.
F. Textured Finish Ma.terials: Latex based texturing material, containing fine
aggregate.
G. Fasteners: ASTM C 1002,Type S 12 .
PART 3 EXECUTION
� 3.01 ACOUSTICAL ACCESSORIES INSTALLATION
A. Install resilient channels at maximum 24 inches on center. Locate joints over
framing members.
��; B. Place acoustical insulation in partitions tight within spaces, azound cut openings,
behind and around electrical and mechanicai items within or behind partitions, and
,'� tight to items passing through partitions.
C. Install acoustical sealant within partitions in accordance with manufacturer's
� mstructions.
�,�� 3.02 GYPSUM BOARD INSTALLATION
A. Install gypsum board m accordance with GA-201, GA-216 and GA-600_
� B. Erect �ingle layer of gypsum board in most economical directioq with ends and
,� edges occurring over firm bearing.
C. Erect exterior gypsum sheathing horizontally, with edges butted tight and ends
occurring over firm bearing.
� D. Use sc�ews when fastening gypsum board to metal furring or framing.
E. Double Layer Applications: Secure second layer to first with fasteners. Appty
��� adhesive in accorda.nce with manufacturer's instrud;ions.
F. Place second layer perpendicular to first layer. Offset joints of second layer from
i�ir�t nf___first laver
G. Treat cut edges and holes in moisture resistant gypsum board and e�erior gypsum
soffit board with sealant.
H. Place control joints consistent with lines of building spaces as directed.
I. Place �orner beads at external corners. Use longest pradical length. Place edge
trim where gypsum board abuts dissimilar materials.
�-.
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� � Division 9-Sedion 09260
"`�' Page 3 of 4
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3.03 JOINT TREATMENT
A Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface
ready to receive fimshes.
B. Feather coats orrto adjoining surfaces so that camber is maximum 1/32 inch.
C. Taping, filling, and sanding is not required at surfaces behind adhesive applied to
ceramic tile.
D. Tape joints and corners of cementitious backing board.
3.04 TEXTURE FINISH
A. Spray apply finish te�rture coating in accordance with manufacturer's instructions. �
END OF SECTION �
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Division 9-Section 09260 �
Page 4 of 4
:�
�i
SECTION 09306
TILE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Ceramic and Quarry and Marble tile floor, base, and wall finish using the thinset
and full mortar bed application methods.
�}` B. Threshold at door opening.
�� 1.02 RELATED SECTIONS _
A. Section 03505 Self Levelmg Underlayment.
B. Section 07900 -Joint Sealers: Mildew resistant sealant.
'�� .
1.03 REFERENCES
A. ANSI A108.1 - Installation of Ceramic Tile with Portland Cement MoRar.
� B. ANSI A108.3 - Quarry Tile and Paver Tile Installed With Portland Cement Mortar.
� C. ANSI A108.4 - Installation of Ceramic Tile with Organic Adhesives or Water
Cleanable Tile Setting Epoxy Adhesive.
�� D. ANSI A108.5 - Installation of Ceramic Tile with Dry-Set Portland Cement Mortar
` or Latex Portland Cement Mortar.
E. ANSI A108.10 -Installation of Grout in Tilework.
�� F. ANSI A118.4 -Latex-Portland Cement Mortar.
��
G. ANSI A118.6 - Ceramic Tile Grouts.
H. ANSI A137.1 - Standard Specifications for Ceramic Tile.
� I. TCA(Tile Council of America) -Handbook for Ceramic Tile Installation.
sa
1.04 SUBMITTALS
�,;;°: A. Submit under provisions of Section 01300.
B. Shop Drawings: Indicate tile layout, patterns, color arrangement, and perimeter
conditions.
�: C. Samples: Mount tile and apply grout on two plywood panels,12x12 inch in size
'�� �ra�ing-p��tern, c,�l�r var� ionc, and grout joint size variations.
1.05 MAINTENANCE DATA
A. Submit under provisions of Section 01700.
B. Maintenance Data: Include recommended cleaning methods, cleaning materials,
stain removal methods, and polishes and waxes.
,
i Division 9—Section 09306
t+.�tA
Page 1 of 4
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1.06 QUALITY ASSURANCE
A. Perform Work in accordance with ANSI A137.1.
B. Conform to TCA Handbook. '-
1.07 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the Products specified in
this section with minimum three years documented experience.
B. Installer: Company specializing in performing the work of this section with
minimum 5 years documented experience. °
1.08 EXTRA MATERIALS ,�
A. Furnish under provisions of Section 01700.
A. Provide an amount directed by the Owner of each size, color, and surface finish of
tile specified. ��
PART 2 PRODUCTS �
2.01 CERAMIC TILE MATERIALS
A. Ceramic Mosaic Floor Tile and Quarry Tile: TCA A137.1, conforming to the
following: �
1. Moisture Absorption 0 to 0.5 percent
2. Size to be selected ,�
3. Shape to be selected
4. Edge to be selected
5. Surface Finish to be selected
6. Color to be selected ��
_�
2.02 BASE MATERIALS �
A. Base: Match floor tile for moisture absorption, surface finish, and color:
2.03 ADHESIVE MATERIALS �
A. Organic Adhesive: ANSI A136.1, Type I thinset bond type.
2.04 MORTAR MATERIALS
A. Mortar Materials: ANSI A118.4 Latex Modified, Portland cement, sand, latex
additive, and water.
�
2.05 GROUT MATERIALS
A. Grout: ANSI A118.6,tile grout, color as selected
��
Division 9—Section 09306 ��
Page 2 of 4
y.�
2.06 ACCESSORIES
A. Membrane: Waterproof inembrane. As recommended by the TCA.
B. Reinforcing Mesh: 2 x 2 inch size weave of 16/16 wire size; welded fabric,
galvanized.
C. Thresholds: Marble type.
2.07 GROUT MIX
A. Mix and proportion pre-mix setting bed and grout materials in accordance with
TCA Handbook.
PART 3 EXECUTION
,� 3.01 EXAMINATION �
A. Verify substrate under provisions of Section 01039.
B. Verify that surfaces are ready to receive work.
��
3.02 PREPARATION
A. Protect surrounding work from damage or disfiguration.
�y� B. Vacuum clean surfaces and damp clean.
C. Seal substrate surface cracks with filler. Level existing substrate surfaces to
�� acceptable flatness tolerances.
� D. Apply sealer conditioner to substrate surfaces in accordance with adhesive
manufacturer's instructions.
�� 3.03 INSTALLATION- THINSET METHOD
A. Install adhesive tile, thresholds, and grout in accordance to TCA Handbook.
�� B. Allow tile to set for a minimum of 48 hours prior to grouting.
�:,'�� C. Grout tile joints.
D, Apply sealant to junction of tile and dissimilar materials and junction of dissimilar
�;: � planes. '
3;
3.04 INSTALLATION-MORTAR BED METHOD
. nsta mortar e , ti e, t es o , an grou m accor ance wi an o0
Method.
B. Install cleavage membrane; lap and seal watertight, edges and ends.
C. Sound tile after setting. Replace hollow sounding units.
D. Allow tile to set for a minimum of 48 hours prior to grouting.
E. Crrout tile joints.
� F. Apply sealant to junction of tile and dissimilar materials and junction of dissimilar
�..
�-�' planes.
1
� Division 9—Secdon 09306
Page 3 of 4
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3.05 CLEANING
A. Clean work under provisions of Section 01700.
B. Clean tile and grout surfaces.
3.06 PROTECTION OF F11�TISHE
D WORK
A. Protect finished Work under provisions of Section 01500.
B. Do not permit traffic over finished floor surface for 4 days after installation
END OF SECTION �
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Division 9-Section 09306 �
Page 4 of 4
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SECTION 09511
SUSPENDED ACOUSTICAL CEILINGS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Metal suspension system.
.�:.
B. Acoustical tile.
C. Non-fire rated assembly.
1.02 REFERENCES
A. AST'M C635 - Metal Suspension Systems for Acoustical Tile and Lay-in Panel
�-� Ceilings.
�� B. ASTM C636 - Installation of Metal Ceiling Suspension Systems for Acoustical Tile �
and Lay-in Panels.
C. ASTM E1264 - Classification of Acoustical Ceiling Products.
�� D. Ceilings and Interior Systems Contractors Association (CISCA) - Acoustical
Ceilings: Use and Practice.
�
��:� 1.03 SYSTEM DESCRII'TION
A. Suspension system to rigidly secure acoustical ceiling system including integral
� mechanical and electrical components with maximum deflection of 1/360.
��,
1.04 SUBMITTALS
A. Submit under provisions of Section 01300.
.� B. Shop Drawings: Indicate grid layout and related dimensioning,junctions with other
work or ceiling finishes, interrelation of inechanical and electrical items related to
� system.
°�F C. Product Data: Provide data on metal grid system components, acoustical units.
D. Samples: Submit two full size samples illustrating material and finish of acoustical
units.
�
1.05 UALIFICATIONS
A. Grid and Acoustical Unit Manufacturer: Company specializing in manufacturing
the Products specified in this section with minimum three years documented
experience.
" 1.06 SEQUENCING
A. Sequence work to ensure acoustical ceilings are not installed until building is
n enclosed, sufficient heat is provided, dust generating activities have terminated, and
�:
overhead work is completed, tested, and approved.
a
.�-� Division 9—Section 09511
Page 1 of 3
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1.06 SEQUENCING, continued
B. Install acoustical units after interior wet work is dry.
1.07 EXTRA MATERIALS
A. Furnish under provisions of Section 01700.
B. Provide extra tile to Owner.
PART 2 PRODUCTS
2.01 MANUFACTURERS - SUSPENSION AND TILE SYSTEM
A. Armstrong Contract Interiors — Tile Angled Tegular Cirrus, No. 584, Grid: 15/16" �
exposed Prelude Crrid. White Color. �
B. Substitutions: Under provisions of Section 01600.
��
2.02 SUSPENSION SYSTEM MATERIALS
A. Non-fire Rated Grid: ASTM C635, intermediate duty, exposed T; components die
cut and interlocking. �
B. Grid Finish: White color.
PART 3 EXECUTION �
3.01 EXAMINATION r�
A. Verify site conditions.
B. Verify that layout of hangers will not interfere with other work.
3.02 INSTALLATION-LAY-1N GRID SUSPENSION SYSTEM ��
A. Install suspension system in accordance with ASTM C636 and as supplemented in
this section. �
B. Install system in accordance with ASTM E580. f
C. Lay out system to a balanced grid design with edge units no less than 50 percent of
acoustical unit size. �
D. Install after major above ceiling work is complete. Coordinate the location of
hangers with other work.
E. Hang suspension system independent of walls, columns, ducts, pipes and conduit.
Where carrying members are spliced, avoid visible displacement of face plane of
adjacent members. _
F. Where ducts or other equipment prevent the regular spacing of hangers, reinforce
the nearest affected hangers and related carrying channels to span the extra �
distance.
G. Do not eccentrically load system, or produce rotation of runners.
�.
Division 9—Section 09511 �
Page 2 of 3
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3.02 INSTALLATION -LAY-IN GRID SUSPENSION SYSTEM, continued
H. Install edge molding at intersection of ceiling and vertical surfaces, using longest
practical lengths. Miter corners. Provide edge moldings at junctions with other
interruptions.
I. Install light fixture boxes constructed of gypsum board above light fixtures in
accordance with UL assembly requirements.
3.03 INSTALLATION - ACOUSTICAL iJNITS
A. Install acoustical units in accordance with manufacturer's instructions.
B. Fit acoustical units in place, free from damaged edges or other defects detrimental
to appearance and function.
- C. Lay directional patterned units one way with pattern parallel to longest room axis.
Fit border trim neatly against abutting surfaces.
�� D. Install units after above ceiling work is complete. �
� E. Install acoustical units level, in uniform plane, and free from twist, warp and dents:'
F. Cut tile to fit irregular grid and perimeter edge trim.
�,,.�
END OF SECTION
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,��� Division 9—Section 09511
Page 3 of 3
�...�
SECTION 09650
RESILIENT and RUBBER FLOORING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Resilient tile flooring.
B. Resilient base.
�� 1.02 RELATED SECTIONS
A. Section 03305 — Self Leveling Underlayment: Floor substrate surface.
� 1.03 REFERENCES
,a� A. ASTM E84 - Surface Burning Characteristics of Building Materials. �
B. ASTM F1066 -Vinyl Composition Floor Tile.
C. FS L-F-1641 - Floor Covering Translucent or Transparent Vinyl Surface with
�� Backing.
D. FS L-F-475 -Floor Covering, Vinyl Surface(Tile and Roll), with Backing.
E. FS SS-W-40 -Wall Base: Rubber and Vinyl Plastic.
��
1.04 REGULATORY REQUIREMENTS
A. Conform to applicable code for flame/smoke rating requirements in accordance
� with ASTM E84.
1.05 DELIVERY, STORAGE, AND HANDLING
� A. Deliver, store, protect and handle products to site under provisions of Section
01600.
� B. Protect roll materials from damage by storing on end.
�..�
1.06 ENVIRONMENTAL REQUIREMENTS
A. Store materials for three days prior to installation in area of installation to achieve
��� temperature stability.
. am am a rior
to, during, and 24 hours after installation of materials.
1.07 MAINTENANCE DATA
A. Submit under provisions of Section 01700.
B. Maintenance Data: Include maintenance procedures, recommended maintenance
materials, and suggested schedule for cleaning, stripping, and re-waxing.
�
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-.r� Division 9—Section 09650
Page 1 of 3
�t�
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1.08 EXTRA MATERIALS
A. Furnish under provisions of Section 01700.
PART 2 PRODUCTS
2.
O l MATERIALS — SHEET FL04R1NG �
A. Vinyl Sheet: FS L-F-00164 (2) Type III, Class I, color and pattern through total
thickness.
1. Backing: inorganic
2. Vinyl Wear Thickness: .025 inch
3. Tota1 Thickness: .085 inch �
�
2.02 MATERIALS -BASE
A. Base: FS SS-W-40, Type 2 vinyl; premolded external corners: � ��
l. Height: 4 inch
2. Thickness: 1/8 inch
3. Length: Roll �
B. Base Accessories: Premolded end stops and external corners, of same material,
size, and color as base.
1. Sheet Material: rubber y�
2. Thickness: Standard
3. Manufacturers: see Item A5. �
2.03 ACCESSORIES
A. Subfloor Filler: White premix latex; type recommended by adhesive material
manufacturer. �
B. Primers and Adhesives: Waterproof; types recommended by flooring manufacturer.
PART 3 EXECUTION �
3.01 EXAMINATION �
A. Verify floor and lower wall surfaces are free of substances that may impair
adhesion of new adhesive and finish materials.
- 3.02 PREPARATION
A. Remove sub-floor ridges and bumps. Fill minor or local low spots, cracks, joints,
holes, and other defects with sub-floor filler to achieve smooth, flat, hard surface. �
B. Prohibit traffic until filler is cured.
C. Vacuum clean substrate.
D. Apply primer to gyp-crete surfaces.
�:
Division 9—Section 09650 �
Page 2 of 3
�
3.03 1NSTALLATION- SHEET FLOORING
A. Install in accordance with manufacturer's instructions.
B. Spread only enough adhesive to permit installation of materials before initial set.
C. Set flooring in place, press with hea.vy roller to attain full adhesion.
D. Lay flooring with joints and seams parallel to building lines to produce
symmetrical tile pattern.
E. Scribe flooring to walls, columns, cabinets, floor outlets, and other appurtenances
to produce tight joints.
F. Install feature strips where indicated. Fit joints tightly.
3.04 CLEANING
`� A. Clean work under provisions of 01700.
B. Remove access adhesive from floor, base, and wall surfaces without damage.
� ' C. Cleaq seal, and wax floor and base surfaces in accordance with manufacturer's
instructions.
�� 3.05 PROTECTION OF FlI�TISHED WORK
A. Protect finished Work under provisions of Section 01500.
B. Prohibit traffic on floor finish for 48 hours after installation.
��
�� END OF SECTION
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1
,� Division 9—Section 09650
Page 3 of 3
,�
SECTION 09900
PAINTING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Surface preparation and field application of paints and coatings.
� 1.02 REFERENCES
A. ASTM D 16 - Definitions of Terms Relating to Paint, Varnish, Lacquer, and
Related Products.
B. ASTM D2016—Test Method for Moisture Content of Wood.
C. NACE (National Association of Corrosion Engineers) - Industrial Maintenance
�� Painting.
D. NPCA (National Paint and Coatings Association) - Guide to U.S. Government
Paint Specifications.
�� E. PDCA(Painting and Decorating Contractors of America) - Painting - Architectural
- Specifications Manual.
� F. SSPC (Steel Structures Painting Council) - Steel Structures Painting Manual.
�.�
� 1.03 DEFII�tITIONS
,� A. Conform to ASTM D16 for interpretation of terms used in this Section.
��
1.04 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the Products specified in
�_� this section with minimum 10 years experience.
�" B. Applicator: Company specializing in performing the work of this section with
� minimum 10 years experience.
�_�
1.05 ENVIRONMENTAL REQUIREMENTS
A. Do not apply materials when surface and ambient temperatures are outside the
temperature ranges required by the paint product manufacturer.
B. Do not apply exterior coatings during rain or snow, or when relative humidity is
C. Minimum Application Temperatures for Latex Paints: 45 degrees F for interiors;
50 degrees F for exterior; unless required otherwise by manufacturer's instructions
D. Minimum Application Temperature for Varnish: 65 degrees F for interior or
_ exterior, unless required otherwise by manufacturer's instructions.
��
, Division 9—Section 09900
�� Page 1 of 5
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1.06 EXTRA MATERIALS
A. Furnish under provisions of Section 01700.
B. Label each container with color, type, texture, room locations, and in addition to
the manufacturer's label.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Manufacturers -Paint
1. Pratt and Lambert, Sherwin Williams, Pittsburgh, or approved equal.
2.
02 MATERIALS �
A. Coatings: Ready mixed, except field catalyzed coatings. Process pigments to a soft
paste consistency, capable of being readily and uniformly dispersed to a �
homogeneous coating; good flow and brushing properties; capable of drying or
curing free of streaks or sags.
B. Accessory Materials: Linseed oil, shellac, turpentine, paint thinners and other �
materials not specifically indicated but required to achieve the finishes specified, of
commercial quality. c�
C. Patching Materials: Latex filler.
PART 3 EXECUTION ��
3.01 EXAMINATION
A. Verify site conditions under provisions of Section 01100. �
B. Verify that surfaces are ready to receive work as instructed by the product
manufacturer.
C. Examine surfaces scheduled to be finished prior to commencement of work. �
Report any condition that may potentially affect proper application.
D. Test shop applied primer for compatibility with subsequent cover materials.
�. Measure moisture content of surfaces using an electronic moisture meter. Do not
apply finishes unless moisture content of surfaces are below the following
maximums:
1. Plaster and Gypsum Wallboard: 12 percent.
2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent.
3. Interior Wood: 15 percent, measured in accordance with ASTM D2016.
4. Exterior Wood: 15 percent, measured in accordance with ASTM D2016.
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Division 9—Section 09900
Page 2 of 5 �'
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3.02 PREPARATION �
A. Remove or mask electrical plates, hardware, light fixture trim, escutcheons, and
fittings prior to preparing surfaces or finishing.
B. Conect defects and clean surfaces which affect work of this section.
C. Seal defects and clean surfaces which affect work of this section. Remove existing
coatings that exhibit loose surface defects.
D. Impervious Surfaces: Remove mildew by scrubbing with solution of tri-sodium
phosphate and bleach. Rinse with clean water and allow surface to dry.
E. Aluminum Surfaces Scheduled for Paint Finish: Remove surface contamination by
steam or high pressure water. Remove oxidation with acid etch and solvent
washing. Apply etching primer immediately following cleaning.
F. Gypsum Board Surfaces: Fill minor defects with filler compound. Spot prime
� defects after repair.
G. Galvanized Surfaces: Remove surface contamination and oils and wash with
solvent. Apply coat of etching primer.
H. Concrete and Unit Masonry Surfaces Scheduled to Receive Paint Finish: Remove
� dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove
� oil and grease with a solution of tri-sodium phosphate; rinse well and allow to dry.
�� Remove stains caused by weathering of corroding metals with a solution of sodium
� metasilicate after thoroughly wetting with water. Allow to dry.
I. Uncoated Steel and Iron Surfaces: Remove grease, mill scale, weld splatter, dirt,
�� and rust. Where heavy coatings of scale are evident, remove by hand wire brushing
or sandblasting; clean by washing with solvent. Apply treatment of phosphoric
acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned. Spot
� prime paint after repairs. �:-
J. Shop Primed Steel Surfaces: Sand and scrape to remove loose primer and rust.
Feather edges to make touch-up patches inconspicuous. Clean surfaces with
solvent. Prime bare steel surfaces.
�� K. Interior Wood Items Scheduled to Receive Paint Finish: Wipe off dust and grit
prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail
holes and cracks after sealer has dried; sand lightly between coats.
L. Interior Wood Items Scheduled to Receive Transparent Finish: Wipe off dust and
grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill
nai o es an crac s after sea er as ned; san light y between coats.
M. Wood and Meta1 Doors Scheduled for Painting: Seal top and bottom edges with
primer.
3.03 APPLICATION
A. Apply products in accordance with manufacturer's instructions.
��� B. Do not apply finishes to surfaces that are not dry.
C. Apply each coat to uniform finish.
1
�� Division 9—Section 09900
Page 3 of 5
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3.03 APPLICATION, continued
D. Apply each coat of paint slightly darker than preceding coat unless otherwise
approved.
E. Sand wood lightly between coats to achieve required finish.
F. Vacuum clean surfaces free of loose particles. Use tack cloth just prior to applying
next coat.
G. Allow applied coat to dry before next coat is applied.
H. Where clear finishes are required, tint fillers to match wood. Work fillers into the
grain before set. Wipe excess from surface.
I. Prime concealed surfaces of interior woodwork with primer paint.
J. Prime concealed surfaces of interior woodwork scheduled to receive stain or �
varnish finish with gloss varnish reduced 25 percent with mineral spirits.
3.04 FINISHING MECHAl�IICAL AND ELECTRICAL EQUII'MENT ��
A. Remove unfinished louvers, grilles, covers, and access panels on exposed
mechanical and electrical components and paint separately.
B. Prime and paint insulated and exposed pipes, conduit, boxes, insulated and exposed �
ducts, hangers, brackets, collars and supports, except where items are prefinished.
C. Paint exposed conduit and electrical equipment occurring in finished areas.
D. Paint both sides and edges of plywood backboards for electrical and telephone -�"
equipment before installing equipment.
E. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and �
fittings removed prior to finishing.
3.05 CLEANING �
A. Clean work under provisions of Section 01700.
B. Collect waste material which may constitute a fire hazard, place in closed metal
containers and remove daily from site. �
3.06 SCHEDULE - SHOP PRIlVIED ITEMS FOR SITE FII�tISHING
A. Metal Fabrications : Stair and components, handrails and guardrails. �
3.07 SCHEDULE - EXTERIOR SURFACES
A. Pavement Markings: �
1. One coat of traffic paint, white.
B. Steel -Unprimed
1. One coat of latex primer. �
2. Two coats of latex enamel, semi-gloss.
D. Steel - Shop Primed:
1. Touch-up with zinc chromate primer. �
2. Two coats of latex enamel, semi-gloss.
Division 9—Section 09900 �
Page 4 of 5
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E. Steel - Galvanized: ,
1. One coat galvanize primer.; .
2. Two coats of alkyd enamel, semi-gloss.
3.08 SCHEDULE—INTERIOR SURFACES
A. Gypsum Board:
One coat gypsum primer.
Two coats eggshell latex enamel.
B. Metal Frames:
One coat rust inhibitor
Two coats semi-gloss latex enamel.
END OF SECTION
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,4v� Division 9—Section 09900
Page 5 of 5
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SECTION 10211
FIXED METAL WALL LOUVERS
PART 1 GENERAI,
1.01 SECTION INCLUDES
A. Fixed louvers and frames.
B. Bird and Insect screening.
1.02 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION
A. Section 07620 - Sheet Metal Flashing and Trim: Supply of head and sill flashings
~� for installation by this section.
� 1.03 RELATED SECTIONS
A. Section 06112 -Framing and Sheathing.
B. Section 04300 -Unit Masonry Systems: Prepared exterior wall opening.
_,�� C. Section 07900 - Joint Sealers.
D. Section 09900 -Painting: Field painting.
� 1.04 REFERENCES
``� A. AMCA 500 (A.ir Movement Control Association) - Test Method for Louvers,
�� Dampers, and Shutters.
� B. ASTM A167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate.
C. ASTM A526 - Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process,
� Commercial Quality.
D. ASTM A527 - Sheet Steel, Zinc-Coated (Galvanized) by the Hot-Dip Process,
Lock-Formmg Quality.
E. ASTM B209 - Aluminum-Alloy Sheet and Plate.
� F. ASTM B221 -Aluminum-Alloy Extruded Bars, Rods, Wire, Shapes, and Tubes.
1.05 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Shop Drawings: Indicate louver layout plan and elevations, opening and clearance
imensions, o erances; ea , �am an si e ai s; a e con igura ion, screens,
blankout areas required, and frames.
1.06 QUALITY ASSURANCE
� A. Perform Work in accordance with AMCA Certification for louvers.
��
�� Division 10-Section 10211
Page 1 of 4
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1.07 QUALIFICATIONS ,
A. Manufacturer: Company specializing in manufacturing Products specified in this
section with minimum three years documented experience.
1.08 FIELD MEASUREMENTS
A. Verify that field measurements are as indicated on shop drawings .
1.09 COORDINATION
A. Coordinate work under provisions of Section 01100.
B. Coordinate the Work with installation of siding and masonry flashings
C. Coordinate the Work with installation of inechanical ductwork and electrical �
services to motorized devices.
1.10 WARRANTY �
A. Provide twenty year warranty under provisions of Section 01700.
PART 2 PRODUCTS �
2.01 MATERIALS �
A. Aluminum: ASTM B221 alloy, extruded shape.
2.02 SCREENS �
A. Bird Screen: Interwoven wire mesh of steel, 0.063 inch diameter wire, 1/2 open
weave, diagonal design.
B. Insect Screen: 18 x 16 size aluminum mesh, set in aluminum frame. �
2.03 ACCESSORIES
A. Fasteners and Anchors: Galvanized steel type. �
B. Primer: Zinc chromate, alkyd type. '
C. Flashings: Of same material as louver frame.
D. Sealants: type specified in Section 07900. �
6
2.04 FABRICATION
A. Louver Panel Thickness: 4 inches deep, face measurements as indicated.
B. Louver Blade Design: Sloped at 45 degrees; Inverted Y shape; reinforced with
intermediate stiffeners, with integral and lateral rain water stops positioned on
blade.
C. Louver Frame: Channel shape, mechanically fastened corner joints. y
D. Intermediate Mullions: Concealed of extruded aluminum, profiled to suit louver
frame. �
Division 10-Section 10211 ,�
Page 2 of 4
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2.04 FABRICATION, continued .
E. Head and Sill Flashings: Roll formed to required shape, single length in one piece
per location.
F. Screens: Install screen mesh in shaped frame, reinforce corner construction, shop
install to louver with fasteners.
2.05 FII�TISHES
� A. Exterior Aluminum Surfaces: Prepainted finish.
B. Interior Aluminum Surfaces: Unfinished.
_�
PART 3 EXECUTION
� 3.01 EXAMINATION
A. Verify site conditions under provisions of Section 01039.
B. Verify that prepaxed openings and flashings are ready to receive work and opening
� dimensions are as indicated on shop drawings.
C. Verify that electric power is available and of the conect characteristics.
�� 3.02 INSTALLATION
A. Install louver assembly in accordance with manufacturer's instructions.
B. Install louvers level and plumb.
C. Install flashings and align louver assembly to ensure moisture shed from flashings
�� and diversion of moisture to exterior.
D. Secure louvers in opening framing with concealed fasteners, removable for
maintenance purposes.
E„� E. Install bird and insect screen and frame to interior of louver. Hinge screens for
access.
F. Install insect screen and frame to intake and exhaust louvers. Install bird screens to
�� exhaust and intake louvers.
G. Install perimeter sealant and backing rod in accordance with Section 07900.
3.03 ADJUSTING
A. Ad'ust work under rovisions of Section 01700.
B. Adjust operable louvers for freedom of movement of control mechanism.
Lubricate operating joints.
3.04 CLEANING
A. Clean work under provisions of 01700.
B. Strip protective finish coverings.
�� C. Clean surfaces and components.
�� Division 10-Section 10211
Page 3 of 4
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3.05 SCHEDLJLE .
A. In front of all HVAC units on all porches.
B. HVAC system for Parking garage.
END OF SECTION
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Division 10-Section 10211
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Page 4 of 4
�
SECTION 10522 .
FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fire extinguishers.
B. Cabinets.
1.02 RELATED SECTIONS
A. Section 06114 -Wood Blocking and Curbing: Wood blocking and shims.
� B. Section 09260–Gypsum Board Systems.
� 1.03 REFERENCES
A. NFPA 10 - Portable Fire Extinguishers.
B. iIL 8 –Foam Fire Extinguishers.
� C. IIL 92 - Fire Extinguisher and Booster Hose.
D. UL 154– Carbon Dioxide Dire E�inguishers.
� E. UL 299 - Dry Chemical Fire Extinguishers.
, v� F. IJL,626 –2 '/Z Ga11on Stored Pressure, Water Type Fire Extinguishers.
G. LTL 711 - Rating and Fire Testing of Fire Extinguishers.
�� H. IIL 1093 –Halogenated Agent Fire Extinguishers.
1.04 SUBMITTALS FOR REVIEW
A. Section 01300- Submittals: Procedures for submittals.
».� B. Shop Drawings: Indicate cabinet physical dimensions, rough-in measurements for
recessed cabinets, wall bracket mounted measurements and locations.
� C. Product Data: Provide extinguisher operational features, color and finish,
_.�' anchorage details.
1.05 ENVIRONMENTAL REQUIREMENTS
� A. Do not install e�ctinguishers when ambient temperature may cause freezing of
extinguisher ingredients. —
�'�
'� Division 10—Section 10522
Page 1 of 2
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PART 2 PRODUCTS
2.01 MAN[JFACTURE
RS �
A Manufacturers/Extinguisher Models. '
1. Larsen's Manufacturing Co.- MP-5, Center Break Glass, Cabinet No. 2409-
R-1, fully recessed cabinet, white finish. (Common Areas.) Provide
identifying decals. �
2. Larsen's Manufacturing Co. —DC —2 '/2 Ib., complete with mounting bracket
(for Kitchen Areas in individual units).
3. Extinguishers (Parking Level): 10 lb. Dry chemical type: UL 4A-60BC '
rating.
4. E�inguishers (Common Areas): 5 lb. Dry chemical type: UL 2A-10�3C
rating. �
PART 3 EXECUTION
3.01 EXAMINATION �
A. Verify rough openings for cabinet are correctly sized and located.
3.02 INSTALLATION �
A. Install in accordance with manufacturer's instructions.
B. Install cabinets plumb and level in wall openings 36 inches from finished floor to �
inside bottom of cabinet.
C. Secure rigidly in place.
D. Place extinguishers and accessories in cabinets and on wall brackets. '
E. Position cabinet signage .
END OF SECTION �
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Division 10—Section 10522 �
Pagc 2 of 2
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SECTION 10552 .
MAIL BOXES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Multiple mailboxes with hinged and locked doors.
� HED BUT NOT INSTALLED UNDER THIS SECTION
1.02 PRODUCTS FURNIS
A. Section 06111 —Framing and Sheathing: Rough-in frame and perimeter trim.
" 1.03 SUBMITTALS
A. Submit under provisions of Section 01300.
� B. Shop Drawings: Indicate locations, construction and anchorage details, dimensions,
rough-in openings sizes, quantity and arrangement of box sizes.
C. Product Data: Provide data for components.
� D. Manufacturer's Certificate: Certify that mail boxes meet or exceed U.S. Postal
Service requirements.
�� PART 2 PRODUCTS
�� 2.01 MANiJFACTURERS
� A. American Device Co. Product: Centurian Model, Front Loading.
+ Local Rep: D.B. Mollison Agency, St. Paul, MN. 484-6732
B. Other acceptable manufacturers offering equivalent products:
�� 1. Cutler Manufacturing Co. 1-800-237-2312
2. Auth-Florence Manufacturing Co. 312-384-3310
C. Substitutions: Under provisions of Section 01600.
_;�
PART 3 EXECUTION
'�� 3.01 EXANIINATION
A. Verify that prepared openings are ready to receive work.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions and U.S. Postal Service
regulations.
B. Install and secure boxes in position, neatly, and accurately stacked.
C. Install doors and adjust to operate smoothly.
�� END OF SECTION
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� Division 10—Section 10552
Page 1 of 1
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SECTION 10800
TOILET AND BATH ACCESSORIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Toilet and washroom accessories.
B. Grab bars.
- C. Attachment hardware.
D. Frameless mirrors.
� LATED SECTIONS
1.02 RE
A. Section 06112 -Framing and Sheathing: In wall framing for support of accessories.
� B. Section 09307 - Tile
C. Section 10160 - Meta1 Toilet Compartments.
�� 1.03 REFERENCES
A. ANSI A117.1 - Safety Standards for the Handicapped.
B. ASTM A123 -Zinc(Hot-Dip Galvanized) Coatings on Iron and Steel Products.
�� C. ASTM A167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet,
and Strip.
D. ASTM A269 - Seamless and Welded Austenitic Stainless Steel Tubing for General
�� Service.
E. ASTM A366 - Steel, Carbon, Cold-Rolled Sheet, Commercial Quality. •
� 1.04 SUBMITTALS �
A. Submit under provisions of Section 01300.
B. Product Data: Provide data on accessories describing size, finish, details of
function, attachment methods.
C. Manufacturer's Installation Instructions: Indicate special procedures and perimeter
conditions requiring special attention.
1.05 REGULATORY REQUIREMENTS
. , access or e an icappe .
1.06 FIELD MEASUREMENTS
A. Verify that field measurements are as indicated on product data.
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� Division 10—Section 10800
Page 1 of 3
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PART 2 PRODUCTS .
2.01 M
ANUFACTURERS
A. American Specialties, Bobrick, Bradley, McKinney Parker, Tubular Specialties, or
approved equal.
2.02 MATERIALS
A. Sheet Steel: ASTM A366.
B. Stainless Steel Sheet: ASTM A167, Type 304.
C. Tubing: ASTM A269, stainless steel.
D. Adhesive: Two component epoxy type, waterproof.
E. Fasteners, Screws, and Bolts: Hot dip galvanized.
F. Expansion Shields: Fiber, lead, or rubber as recommended by accessory
manufacturer for component and substrate. `�
2.03 FABRICATION �
A. Weld and grind joints of fabricated components, smooth.
B. Form exposed surfaces from single sheet of stock, free of joints. Form surfaces flat
without distortion. Maintain surfaces without scratches or dents. j�
C. Fabricate grab bars of tubing, free of visible joints, return to wall with end
attachment flanges. Form bar with inches clear of wall surface.
D. Shop assemble components and package complete with anchors and fittings. �
E. Provide steel anchor plates, adapters, and anchor components for installation.
2.0� ��`YINU' �
2.05 FII�TISHES
A. Galvanizing: ASTM A123. Galvanize ferrous metal and fastening devices.
B. Shop Primed Ferrous Metals: Pretreat and clean, spray apply one coat primer and
bake.
C. Enamel: Pretreat to clean condition, apply one coat primer and minimum two coats
epoxy baked enameL
D. Chrome/Nickel Plating: ASTM B456, Type SC 2 satin polished finish.
E. Back paint components where contact is made with building finishes to prevent
electrolysis.
PART 3 EXECUTION
3.01 EXAMINATION �u
A. Verify site conditions under provisions of Section 01039.
Division 10—Section 10800 �
Page 2 of 3
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3.01 EXAMINATION, continued .
B. Verify that site conditions are ready to receive work and dimensions are as
mdicated on shop drawmgs.
C. Verify exact location of accessories for installation.
3.02 PREPARATION
A. Deliver inserts and rough-in frames to site for timely installation.
B. Provide templates and rough-in measurements as required.
3.03 INSTALLATION
A. Install accessories in accordance with manufacturers' instructions and ANSI
A117.1.
B. Install plumb and level, securel�and rigidly anchored to substrate.
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END OF SECTION
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� Division 10—Section 10800
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Page 3 of 3
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SECTION 14245
HYDRAULIC ELEVATORS - PASSENGER
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Hydraulic elevator system.
B. Passenger cab with doors and frames; hoistway entrance doors and frames.
C. Excavating and backfilling for plunger casmg.
� D. Motor and pump, controllers, hoistway, equipment, and accessories.
"`� 1.02 REFERENCES
� A. AISC - Specification for the Design, Fabrication and Erection of Structural Steel
� for Buildings.
B. ANSI A117.1 - Buildings and Facilities - Providing Accessibility and Usability for
Physically Handicapped People.
�� C. ANSUASME A17.1 - Safety Code for Elevators and Escalators.
D. ANSI/ASNiE A17.2 - Inspector's Manual For Elevators and Escalators.
, E. ASTM A36 - Structural Steel.
� F. ASTM A366 - Steel, Sheet, Carbon, Cold-Rolled, Commercial Quality.
G. ANSUAWS D1.1 - Structural Welding Code, Steel.
H. ANSUNFPA 70 -National Electrical Code.
� I. ANSI/NFPA 80 - Fire Doors and Windows.
,,��
J. ANSI/LTL 10B -Fire Tests of Door Assemblies.
K. APA- American Plywood Association.
,�� L. ASTM A139 -Electric-Fusion(ARC)-Welded Steel Pipe(NPS 4-in. and Over).
M. ASTM A167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet,
.�� and Strip.
N. ASTM A446 - Steel Sheet, Zino-Coated (Galvanized) by the Hot-Dip Process,
Structural (Physical) Quality.
'� O. ASTM B221 - Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire,
� Shapes, and Tubes.
P. NEMA LD3 - High Pressure Decorative Laminates.
R. Steel Structures Painting Council (SSPC) - Steel Structures Painting Manual.
1.03 SYSTEM DESCRIPTION
A. Hydraulic Elevator System : One umt , buried cylmder and casmg; wrth motor and
�� pump adjacent.
�� B. Provide emergency option to send elevator cab to lowest floor
during a fire emergency and hold open cab doors.
��
Division 14-Section 14245
Page 1 of 7
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1.04 SUBMITTALS
A. Submit under provisions of Section 01300. '�
B. Shop Drawings: Indicate the following information:
1. Motor and hydraulic pump, valves, controller, selector, governor and other
component locations. �;�
2. Car, machine beams, guide rails, buffers, and other components in hoistway.
3. Rail bracket spacing; maximum loads imposed on guide rails requiring load
transfer to building structural framing. �
4. Individual weight of principal components; load reaction at points of support.
5. Loads on hoisting beams: �
6. Clearances and over travel of car.
7. Location of components in machine room.
8. Locations in hoistway and machine room of connections for car light and �
telephone.
9. Location and sizes of access doors, doors, and frames. �
10. Expected heat dissipation of elevator equipment in machine room. �
1 l. Interface with building security system.
12. Electrical characteristics and connection requirements. '
13. Show arrangement of equipment in machine room so moving elements and '
other equipment can be removed for repairs or replaced without disturbing
other components. Arrange equipment for clear passage through access door.
C. Product Data: Provide data on the following items: �
l. Signal and operating fixtures, operating panels, indicators.
2. Cab design, dimensions, layout, and components.
3. Cab and hoistway door and frame details. �
4. Electrical characteristics and connection requirements.
D. Samples: Submit two samples, illustrating cab floor material, cab interior finishes,
cab and hoistway door and frame finishes. ,
1.05 OPERATION AND MAINTENANCE DATA
A. Submit under provisions of Section 01700. �
B. Include a parts catalog with complete list of equipment replacement parts; identi(y
each entry with equipment description and identifying code.
C. Provide technical information for servicing operating equipment. `�
D. Include legible schematic of hydraulic piping and wiring diagrams of installed
electrical equipment, and changes made in the Work. List symbols corresponding
to identity or markings on machine room and hoistway apparatus. '
E. Provide one copy of master electric and hydraulic schematic and one copy of
lubrication chart, each framed with clear plastic; mount on machine room wall.
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Division 14-Section 14245
Page 2 of 7 '
1.06 QUALITY ASSURANCE
A. Perform Work in accordance with ANSUASME A17.1, ANSUAWS D1.1, NFPA
70, AISC, and as supplemented in this section.
B. Fabricate and install door and frame assemblies in accordance with ANSUNFPA 80
and ANSI/UL lOB.
1.07 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the Products specified in
�z' this section with minimum ten years documented experience.
B. Installer: Company specializing in performing the work of this section and
approved by elevator equipment manufacturer.
1.08 REGULATORY REQUIREMENTS
�� A. Conform to applicable code for manufacture and installation of elevator system.
B. Conform to ANSI A117.1 for provisions for the physically handicapped.
�� C. Products Requiring Electrical Connection: Listed and classified by Underwriters'
� Laboratories, Inc._ as suitable fc,r thP ..»*-pose specified and indicated.
D. Minnesota Elevator code
' � 1.09 FIELD MEASUREMENTS
� A. Verify that field measurements are as on shop drawings.
1.10 WARRANTY
,� A. Provide manufacturer's wananty under provisions of Section 01700.
B. Warranty: Include coverage for elevator operating equipment and devices.
�� l.l l MAINTENANCE SERVICE
A. Furnish service and maintenance of elevator system and components for one year
' from date of Substantial Completion.
G�� B. Examine system components bi-monthly. Clean, adjust, and lubricate equipment.
C. Include systematic examination, adjustment, and lubrication of elevator equipment;
maintain hydraulic fluid levels. Repair or replace parts whenever required. Use
� parts produced by the manufacturer of the original equipment. Replace wire ropes
when necessary to maintain the required factor of safety.
perio s.
E. Provide emergency call back service at during working hours for this maintenance
period.
F. Maintain locally, near the Place of the Work, an adequate stock of parts for
M replacement or emergency purposes. Have personnel available to ensure the
� fulfillment of this maintenance service, without unreasonable loss of time.
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Division 14-Section 14245
�� Page 3 of?
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1.11 MAINTENANCE SERVICE, continued
G. Perform maintenance work using competent and qualified personnel, under the `�
supervision and in the direct employ of the elevator manufacturer or original
installer.
H. Maintenance service shall not be assigned or transferred to any agent or �
Subcontractor without prior written consent of the Owner.
PART 2 PRODUCTS , �
2.01 MANUFACTURERS
A. Dover Elevators: Cimmaron 25, (25001b. capacity), or approved ec�ual. �
B. Substitutions: Under provisions of Section 01600.
2.02 MATF,RIALS �
A. Rolled Steel Sections, Shapes, Rods: ANSI/ASTM A36.
B. Casing: ASTM A139, Grade A steel. �
C. Sheet Steel: ANSUASTM A366 Class 1, with matte finish.]
D. Stainless Steel: ASTM A167 Type 304 finish.
E. Aluminum: ASTM B221, extruded. �
F. Plywood: APA Structural I, Grade C-D.
G. Plastic Laminate: NEMA LD3.
2.03 FINISH MATERIALS ,
A. Shop and Touch-Up Primer: SSPC 15, Type l, red oxide.
B. Primer for Wood Surfaces: Alkyd primer sealer. '
C. Finish Paint (for Metal Surfaces): Alkyd enamel, semi-gloss, color as selected.
D. Finish Paint (for Wood Surfaces): Alkyd enamel, semi-gloss color as selected.
2.04 EQUIPMEN�' �
A Motor, Pumps, Valves, Regulators, Fluid Tank, Hydraulic Fluid, Controller,
Controls, Buttons, Wiring and Devices, Indicators: Required by ANSI/NFPA 70. '
B. Guide Rails, Cables, Spring Buffers, Attachment Brackets and Anchors: Purpose
designed, sized according to code with safety factors.
2.05 CAB FABRICATION �
A. Flooring: Carpet.
B. Walls: Plastic laminate on plywood . ,
C. Front Return Panel: Stainless steel.
D. Base: Vinyl.
E. Ceiling: Plastic eggcrate diffuser. '
F. Light Fixtures: Fluorescent.
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Division 14 -Section 14245
Page 4 of 7 '
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2.05 CAB FABRICATION, continued
G. Ventilation: Single speed fan, grille in ceiling.
H. Control Panel and Face Plate: Stainless steel with illuminating call buttons.
I. Indicator Panel: Above door with illuminating position indicators.
J. Hand Rail: Stainless steel flat baz stock, placed at rear wall and side walls.
K. Certificate Frame and Glazing: Wood frame, clear plastic attached with tamper
proof screws.
2.06 CAB ENTRANCES
A. Cab Doors: Baked enamel on steel .
�� B. Cab Door Frames: Baked enamel on steel.
C. Thresholds: Extruded aluminum type.
� 2.07 CAR OPERATING PANEL
A. Include matching service cabinet integral with front return panel, with hinged door
� and lock in each car containing:
^ � 1. Independent service switch.
� 2. Inspection switch.
�� 3. Fan or blower switch
:� 4. Light switch.
5. Emergency light.
6. Telephone cabinet.
7. Additional operating switches for the special features specified.
B. Locate a 110 V, 15 A convenience receptacle in service cabinet.
C. Include waiting passenger indicator displaying corridor UP and DOWN calls
oR,,y� registered at all floors.
D. Include position and motion display for direction of travel of each elevator.
Display appropriate graphic characters on non-glare screen.
4��
2.08 PROVISION FOR HANDICAPPED
A. Comply with ANSI A117.1.
B. Provide indicators near controls in conformance with ANSI A117.1.
C. Landing Buttons: Illuminating type, one for originating UP and one for originating
DOWN calls on , e wi arrows
including indications required by ANSI Al 17.1.
D. Locate highest button in elevator cab control panel and the center of the telephone
handset, not more than 54 inches above floor level.
E. Hand Ra.ils: Rectangular profile of solid stainless steel three sides of cab with ends
returned.
Y�� F. Sound audible tone signal in car when car is stopping at a floor.
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Division 14-Section 14245
Page 5 of 7
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2.08 PROVISION FOR HANDICAPPED, continued
G. Include with illuminated landing indicators, audible tone signals; once for UP stops �
and twice for DOWN stops.
H. In each cab provide Arabic numerals 5/8 inch in height raised immediately to left
of floor buttons to identify each floor. �
I. At each floor landing provide 2 inch floor numerals raised 0.03 inch on door
frame jamb.
PART 3 EXECUTION �
3.01 EXAMINATION �
A. Verify that hoistway, pit, and machine room are ready for work of this section.
B. Verify hoistway shaft and openings are of correct size and within tolerance.
C. Verify location and size of machine foundation and position of machine foundation �
bolts.
D. Verify that electrical power is available and of the correct characteristics. �
3.02 PREPARATION
A. Arrange for temporary electrical power for installation work and testing of elevator �
components.
3.03 INSTALLATION �
A. Install in accordance with ANSUASME A17.1.
B. Install system components. Connect equipment to building utilities. Install piping
between hoistway plunger and pump unit. ,
C. Provide conduit, boxes, wiring, and accessories.
D. Mount motor and pump unit on vibration and acoustic isolators, on bed plate and
concrete pad. Place unit on structural supports and bearing plates. Securely fasten ,
to building supports. Prevent lateral displacement.
E. Accommodate equipment in space indicated.
F. Install guide rails using threaded bolts with metal shims and lock washers under '
nuts. Compensate for expansion and contraction movement of guide rails.
G. Accurately machine and align guide rails. Form smooth joints with machined
splice plates. '
H. Bolt or weld brackets directly to structural steel hoistway framing.
I. Field Welds: Chip and clean away oxidation and residue, wire brush; spot prime
with two coats. ,
J. Coordinate installation of hoistway wall construction.
K. Install hoistway door sills, frames, and headers in hoistway walls. Grout sills in
place. Set entrances in vertical alignment with car openings and aligned with �
plumb hoistway lines. �
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Division 14-Section 14245
Page 6 of 7 '
3.03 INSTALLATION, continued
L. Fill hoistway door frames solid with grout.
M. Adjust equipment for smooth and quiet operation.
3.04 FIELD QUALITY CONTROL
A. Perform tests required by ANSUASME A17.2.
B. Provide two weeks written notice of date and time of tests.
3.05 TESTS BY REGULATORY AGENCIES
A. Testing by regulatory agencies will be performed at their discretion; documented
by the Contractor under provisions of Section 01400.
B. Obtain required permits to perform tests. Perform tests required by regulatory
agencies.
,_� C. Schedule tests with agencies present.
D. Furnish test and approval certificates issued by jurisdictional authorities.
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END OF SECTION
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Division 14-Section 14245
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