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Home My WebLink AboutINNSBRUCK MEADOWS LOT 5.pdf ' LKP ; Engineering, Inc. Town of Ved (�FFICE COPY SOfLS ANU ROUNDATION INVESTIGATION FOR PROPOSED RESIDENCE LOT 5, INNSBRUCK MEADOWS 'POWN OF VAIL EAGLECOONTY, COLORADO PROJ ECT NO. 9524 JULY 11, 1995 � �"� . =�i-�-- �� \o��Q�O HROLS�j".�9�i �� , � � .° . /�� ' -o: 29526 im_ �fG,�� ^�; �� j� 9�.F �l/ 15 � :�� / u�^ r � F � `fns!�aNAI'�N•••,a J� .��e.Gl� ''C ' �-� PREPARED COR: iL^� i ) � � � � � � � �� MR. 6013 I30URNE � P.O. BOX 4205 VAIL, CO 81658 i �_. '_, w r P.O. Box 1452, Avon, Cobcado 81620 • (970) 827-9088 'Pel • (970) 827-9089 Pae TABLEOFCONTENTS L'XIiCU�IIVIi SI7MMARY I SCOPI i OP S'f W Y I SI'f� DGSCRIP'f10N I PROPOSGD CONS7'RUC"PION 2 PIGI,D INVGS'fIGA'fION � SUBSU2�ACI? fl0[L AMl GROUNUWA'1'8R CONUITIONS 2 FOUNDATION RHCOMML-'.NUA'P[ONS 3 SLAI3 CONS'CKUCfION 3 I2P;'I�AMWG WALLS 4 UNDF.RDI2AW SYSTC^,M 4 SI'1�8 GRNJING ANU DRAINAGE 5 IAWN IRRIGATION 6 LIMI7'A'PION � FICURES I.00A'fION SKF,TCH URAWING NO. I fiUF3BURFACEHX}'LORA'f10N I.00S F[GURL: NO'S I-2 SWL'LLCONSOI.IDATION fIGURIi NO'S 3-4 (iRAIN SIZe DIS'I'RIBU'I'ION �NAI.YSI9 I�IOURI? NO�S 5-6 PTRIMHTER URAIN PIGURIS NOJ EXECUTIVE SUMMARY The proposed residence should be supported on the undisturbed clayey-6ravelly SAND, with wnventional type spread footings, designed for an allowable soil bearing pressure of 2, 000 psf. SCOPE OF STUDY This report presents the results of a subsurface Soils and Foundation Imestigation for the proposed residence to be constructed on Lot 5, Innsbruck Meadows, Town of Vail, Eagle County, Colorado. The purpose of the subsurface soil and fouodation investigation wu to determine the engineering characteristics of[he foundation soil and to provide recommendations from a geotechnical point oPview for the foundation desigq grading, and drainage. STTE DESCRIPTION The proposed building site is located on [he south side of Kinnikinick Road, approximately 200 feet east from the intersectioo with Bellflower Drive, to the rear of Lots 3 and 6 in the Innsbmck Subdivision in West Vail, Cayle County, Colorado. The topography ofthe site is relatively flat to moderate, sloping to the north. There is a small stream crossing through the southeast corner of the loc The vegetation consisted of tall grass. There were no structures on the lot. 2 PROPOSED CONSTRUCTION Il is understood [hat Ihe proposed residences will consist of a two [o three story wood frame construction with garages underneath. Loads are anticipa[ed to be liyht, typical of residential construclion. If the finalized plans differ significantly from the above understanding, we should be notified to reevaluate the recommendations ofthis report. �IELD INVESTIGATION The field investiga[ion conducted on July 7, 1995, consisted of observing logging and sampling two test pi[s. The [est pits were excavated prior to our field imestigation. The tes[ pit locations are shown on Figure No. I .Summary of the soil profiles are shown on the Subsurface Expbration Logs, Figure No's 1 and 2. Soil samples for laboratory soil analysis and observation were taken at selected intervals. SUBSURFACE SOIL AND GROUNDWATER CONDITION As shown on the Subsurface Exploration Logs, Figure No's 1 and 2, the subsurface soil conditions consisted of about 3 feet of Topsoil, over clayey-gravelly SAND, sandy CLAY and clayey-sandy GRAVGL to the maximum depth explored of 9 feeL There was no ground water encountered in the test pits; however, there was small seepage at about 4 feet in the southeast corner of test pit no. I . The seepage is believed to be due to surFace water from the nearby small stream penetrating through the ground. The soil samples were tested for swelVconsolidatioq unit weight natural moisture content and grain size distribution. The [est results are shown on Figure No's 3 - 6. 3 FOUNDATION RECOMMENDATIONS The subsurface soil conditions encountered on tlie site, consisted about 3 feet of Topsoil, over clayey-gravelly Sand, sandy Clay and clayey-sandy Gravel. It is recommended to reroute and underline the small stream with an impervious moisture barrier to prevent surf'ace water from entering the foundation excavation and the foimdation of the proposed residence. It is also recommended ro proof compact the bottom of the excavation to detect and remove soft spots. The proposed residence should be supported with conventional type spread footings, designed for a maximum allowable soil bearing pressure of 2,000 psf The footings should be placed on the undisturbed clayey-gravelly Sand. Minimum width of I6 inches is recommended for the continuous footings and 2 feet for the isolated footing pads. Continuous foundation walls should be well reinfomed, top and bottom, to span an unsupported length of at Ieast 10 feet. A minimum of 48 inches of backfill cover is recommended for frost protection of the footing subsoils. The foundation excavation should be observed by the undersigned to verify that the soil conditioos encoun[ered are the same as those described in this report. The founda[ion excavation should be free from excavation spoils, frost, organics and s[anding water. Soft spots encountered in the foundation excavation should be overexcavated and backfilled, in 8 inches loose, level lifts and compacted to 100% of the maximum dry density and within 2 percent of the optinmm moisture conten[ as determined in a laboratory from a Standard Proctor test (ASTM D-698). Structural filI placed under footings should be tested by [he engineer or her representatives on regular basis. SLAB CONSTRUCTION The nawral on-site soils, exclusive of topsoil, organics, and till, are suitable m support lightly loaded slab-on-grade construction. The subgrade for the slab-on-grade constn�ction should be proof compacted to detect and remove soft spots. Soft spots that have to be overexcavated and backfilled with structural material, and other underslab till should be constructed with the on-site soil or other suitable material, compacted to a minimum of 95 percent of the maximum standard Proctor 4 density (ASTM D-698). Suitable material should be free from topsoil, organics and rock Y'ragme�ts greater [han 3 inches. The concrete slab should be constructed over a 4-inch layer of clean gravel consisting of -3/4 inch gravel with at least 50% retained on the No. 4 sieve and less than 3 percent passing the No. 200 sieve. 'The concrete slab-on-grade should be reinforced and control joints scored in accordance with the American Concrete Institute requirements and per Ihe recommendations of the designer to reduce damage due to shrinkage. The concrete slab should be separated from the foundation walls and columns with expansion joints to allow for independent movement without causing damage. RETAINING WALLS Foundation walls retaining earth and retaining structures which are laterally supported should be designed to resist an equivalent fluid density of 60 pcf for an "at-resP' conditioa Laterally unrestrained structures retaining the on-site earth should be designed to resist an equivalent Fluid density of 40 pcf for the "active" casc. The above design recommendations assume drained backfill conditions and a horizontal backfill surface. Surcharge loading due to adjacent strucmres, weight of temporary stored construction materials and equipment, inclined backfill and hydrostatic pressure due to undrained backfill should be incorporated in the design. Every attempt should 6e made to prevent the buildup of hydrostatic pressure behind the retaining wall. UNDERDRAINSYSTEM [� order to reduce the risk of surface water infiltrating the foundation subsoil, installation of a foundation perimecer drain is recommended. The foundation perimeter drain should consist of a 4- inch diameter perforated pipe sloped to a suitable gravity outlet, or to a sump pump locatioq at a 5 I/4 inch per foot if flexible or at a 1 /8 of an inch if rigid pipe is used. 7'he bottom of the trench adjacent to the footing should be lined with a polyethylene moisture barrier glued to the foundation wall. The drain pipe should be placed over Ihe moisture barrier and covered with a minimum of 6 inches of-3/4 inch free-draining granular material. Geotextile (Mirafi 140N or equivalent) should be used to cover the free-draining gravel to prevent siltation and clogging of the drain. The backfill above the drain should be granular material to within 2 feet of the ground surface to prevent a buildup of hydrostatic pressure. The top one foot of the backfill material should consist of a relatively impervious fill. The backfill should be sloping away from the building. SITE GRADING AND DRAINAGE A grading plan was not available for review at this time. The stream should be rerouted away f}om the foundation excavation and from the proposed residence. lt is also recomme�ded as part of the grading for this site, to regrade and underline, with an impervious mois[ure barrier, that portion of the channel located on the up hill side of the proposed residence. Lxterior backfill should be compacted at or oear tlie optimum moismre content to at least 95% of[he maximum standard Procror density under pavement, sidewalk and patio areas and to at least 90% of the maximum standard Proctor density under landscaped areas. Mechanical methods of compaciion should be used. Do not puddle the foundation excavation. The site surrounding the 6uilding structure should slope away from the building in ali directions. A minimum of 12 inches in the first 10 feet is recommended i� unpaved areas, and three inches in Ihe first 10 feet in paved areas. The top of the granular foundation backfill should be covered with a minimum of I foot of relativety impervious fill m reduce the potential of surface water infiltrating the foundation subsoils. Surf'ace water naturally draining toward the proposed building site should be diverted around and away from it by means of drainage swales or other approved methods. The roof drains and downspouts should extend and discharge beyond the limits of the backtill. 6 LAWN IRRIGATION I[ is not recommended to introduce excess water to the foundation soils by installing sprinkler systems adjacent to the building. The installation of the sprinkler heads should insure that the spray from the heads will not fall within 5 feet of foundation walls, porches or pa[io slabs. Lawn irrigation must be controlled. LIMITATION This report has been prepared in accordance with locally accepted professional Geotechnical engineering standards for similar methods of testing aod soil conditions at this time. There is no other warranty either expressed or implied. The findings and recommenda[ions of this report are based on field exploration, laboratory testing of samples obiained at the specific locations shown on the Location Sketch Figure No. 1 and on assumptions stated in the report. Soil conditions at other locations may vary, which may not become evident until the foundation excavation is completed. If soil or water conditions appear to be different from those described in this report we should be contacted immediatety to reevaluate [he recommendations of this report. This report has been prepared for the exclusive use of Mr. Bob Bourne for the specific applica[ion to the proposed residence structure to be located on Lot 5, Innsbruck Meadows, Town of Vail, Eagle County, Colorado. Sincerely, LKP ENGINEERINC, INC. �' �, �� h: t a;. 1 z _� Luiza Petrovska, PC President i � � ��: � � � F��,N�� „� �:a �� ,� � r � ,�,� �.� r,�,�,: .,,,F�,�� „ � rivn/� �,urrrun�rni. . . �, �� ] � ��[ T � , A „ A°Ilr`f' A 'tllf' . �I .! r � _ . . .. .. . . . , ,. . . ._ . .. . . . . . . IlH_ NOIi Hnl �R:A.�, . .. . . TEST PIT NO. � D4lELCCAV.4TLD: �Uly 7 � 1995 [LLVATION: 5 � UESCRIPT[ONOFMATLRIAI, LADORATORY nerrx n+ I28MARKS reEr e AND SM�II'LE LOCATION TEST RF,SIILTS G L TOP501 � erown-black , clayey SANO �.D.=114 .Bpcf M.C. = 12 .6% Seepage at SE corner .. , ':� . . of test pit at 4 feet Brown, sandy CLAY , moi5t �. 0. = 11ZOpcf M. L. = 7 .9% ..; :;'; �rown 1�ayey-gravelly- SAN�, _p00 = 2. 1% _ %"'�� _ .— Su0.angular_tn subrnunC . . . . Bottom of Pit No Groundwater Encauntered __ �a _' is -- ,n D.O. _ �ry �ensity M.C. = Mois[ure Content PROJLCE NO. 9524 LKP ENGiNEERING, INC. SUBSURFACE EXPLORATION LOG FIGURENQ 1 TEST PIT NO. 2 DnTLCXCnVqTGD: July 7 . 1995 F,I.EVATfON: S V DESCRIPT[ONOPMA7LRIAL L.A130RATORY orrnt nn R8MA2KS �rcr � AND SM9'LE LOCA'I'ION TEST RPSUI.TS 0 L Topsoil Brown, clayey-gravelly _Z00 = 32 .0% __ 5 SPNO to Clayey-sanEy GRAVEL 0. �. = 112.9pcf tA. C. = 10. 5% ... �� 6ottom of Pit No Groundwater Encountered _ �5 _"' 'p PROILCT NO. LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG 95z4 rmuac Na. 2 LKP Engineering� IIIC Projcc� No. 9524 Figure No. 3 3 c p w � 0 0 o Z U 3 0. 1 I.0 �0 � pPPLIEO PRESSURE — ksf Som ple of Clayey SAND trom Pit No. l at 4 .0 feet Natural Ory Unit Weight = 119 .8 pcf Natural Mois�ure Content = 12.6 percent 3 2 w � o � U 2 3 0.1 I.0 IO 100 APP� IED PRESSURE — ksf - Sampie of Sandy CLAY from Pit No. 1 at 7 feet Natural �ry Unit Weipht = 112 . 0 pcf Nalural Maiature Contant = 7.9 percenl Swell - Consalidation Tesf ResuNs LKP Engineering� IIIC. ProjectNo. 9524 Figure No. 4 3 `o z `v w � 0 0 i� 2 3 0. 1 I.0 �p � APPLIEO PRESSURE — ks ( Som ple of �7ayey SPN� & SAN� trom Pit No. 2 at 8 feet Nnturol D�y Unit Weight = 112 .9 pc ( Natural Mois�ure Gontent = 10. 5 perceM 3 � 2 w` � 0 0 U 2 3 0.1 I.0 10 100 APPLIED PRESSURE — ksf Somple o} lrom Nalurol Dry Unit WaiQ�t = pc / Nofurcl Maisture Content = percent Swell - Consolidafion Test Results .> v Percent Coarser by Weight w a °o � o o� ti Y N I � I I I I I I I I I I y I I u I � I � � � � � � a i i i i i i i i i � i i ' i i i i i I I I I I I I I I ( I � £ I I I I I I � = I I I I I I�-I I I I I I I I i i i � I i�i � i i i i i � � � � � � � � � � � � � � � � � � � � � � � ' ll � II � II � � o � � � � � � � � � � � � � � � � � E � ; � �_� � � � � � � � � Q _ � , � � � � , � � � � , , z � ,� , ; � , � , � ; a , - = E � o iI I I I E � � � iiii iii � i iiiii > � � � � � � � � � � N � � � � � � �; � � � � � � � � � � � � � � � � � � ' � � � � � � � � � v ' i i � _ II � I � II ! I III I � - i i- i i i � i � � � � � � � � � � � � � - - � � � � � � � , � � � � � � � , � � � , � � �-, o II �T I IIII � � � � � � � � _ � m � � � e � � � � � Percent Finer by Weight IRP FNG�nicca�r, INC. GRF�IN SIZE DIS'1RIHU1'ION ANALYSI Project No. 9529 � Firn�re No . 5 m Y A Perrent Loarser by Weight � � m m �. z .", a � � � � � � � o � � u� � � � � � � � � „ � , � � � � � , � , � � � _ � � ' � � � � � � � ) - IIIIIIII il I I _ � �-�-i��;�y� i � � �_ ; � � � � � � � � � � � � � , � , � � � � ,� � � � � � „ � � J �J —I—lyi I I I I I I I I J� I I I I � I I I I I I I I I � o I I I � I � I I E - � � � � � � � � � � � � � ^ � I I I t I I I I I I I U i I I _ � I i I I I I I � _I 6 I I I E Q � ' � � � � � � � � i � � � � � � � I I I I I I I I I '' = I 1 I I I I I I I 1 ro � I I � � 1 i I I I 1 I 1 I I 1 N I � \ � �+ .. , � � � � � I ! � � � ro - m ii �- � i i � � ° _� � � � � � - � � � � � � � � � , � � , �� TI I � � � � � � � � Percent finer by Weight IRP FSGINEEftING. INC. GdtAIIJ SIZE DISfi2ID[ll'ION NiALYSI Project No . 9524 Figure No . 6 i � ��a ena<F� , i � � � � � � � f oF Fe�n � , � � �i Fviou; �;� �� r —` I ` � u i � �i � � a—�NCN oinMFrrF rF�F��Farr , _ i -i� r i irn �i � � �ii � r �� i, , i � � � � i�r,�iu, i , � �� n sw �,� i u � ; r � ir;. , � ��, ��.i e ,�;��>��,��. ri.�i;cuF:��r:i; nr,�,ic�� I�, ' I,I. I ' �� ' r'��t.� iri � � � _ , � : ; ' , Iu � � . _ � il � � � ! _-_ � . . . . .. , . . , . . HF'. UOR /70(T„A]i .. � . . . i — / ` — — / / � i � . i � 1 \ � � / � S ' 4, �ON � . PAN ' � _ _ _ _ / ' I � � � 7828 � / ' o � � eo �g�R' � " . ' , 'd' — � — i — ' � , � — � � � i — � � — — _ � � O , � � — / � - - � � � O � , , � � % / � � i` _ _ _ � 4 - - , - � 2 � � _� — � / � � E GE OF GAR . 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RAILING suo�� 3�0"x s�o° suo�rt ' � a SEE DETAIL T.O.PLYWD. �`� ` EL. +11 1 '1 -3/4" � � � T.O.PLYWD. r,Q O , ' EL. +109'1-3/4" � f . d- � _ , „ . ., i� i,-i ` �t � Z6 x30 � Q � � ; ,,� 2x6 T1fP. � � H _ � . ,y , o GARAGE DOOR 8'0" x 8'0" F--� ��.�.� . .— � - 1 x T&G SIDING 5�0�x 3�a� T.O.PLYWD. Z 2xe TYP. � EL. +102'O" � STUCCO �"i : . � SLAB SLOPED � 1/8" p.f. . t; FROM E�._ + �9'0.'".` C� - � Roc�f � � O F . _ 1��'��,deixt��l _ _ - � '{ " "Wea�;l�e�ed.. �'I�oo'c�" � - � building � .. . � i . 'e��a t;o OS�� r:! �� (�O C� �.� �'1�]. � . . ��Uot 01�2 U1 �.a,i, , ` "I3e�►ch�raod..�ray,� , TYPE B w ''' ; , Q ��d�x� "�x..� �r;�a►�jQt Q�44 � _ . xt, �,. ►,��ri��woo�,� G�-�►y►` �; . W ,: k .,�''``�� - , oarf U.2 � � 7 / 24 / 95 � �, r�'��.c�.o,w s , r.�r.: � / 4 , � -� , � , , :y .�x: REVISION .�Y.� t VII�I�t� ... � ►-� � _�: _�, � � ►, �1<1:G��, - . _ ; G'�a��/�,.�.��,�..y. �S�ier�wii�;.Wi�lams r , � � �'�D3 U . ; . , . 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SLOPE � 1/4" PER FT. � � EL. +109'1 -3/4" Q 1 HR FIRE CONSTRUCTION � � ~ � � H � � � � � , � o � w � `' T.0.P LYW D. i--� fi EL. +102'0" O ' ; . . � '� l SLAB SLOPED � 1/8" p.f � . � FROM EL + 99'0" `� � SL4B ON GRADE SIAB ON GRADE � Z j I I SECTION T� ' � � 4a _ � � � �� V I H . - - - -- - - - - - - - - - - - - - - -- - - - - - - ZJ -1 U1 , - -- - - - - - TYPE B (� � , � � Q �� , ; ; � � ; . W .; . DATE U� � ''; 1 / 5/ 95 � ` REVISION � . � ; � . � � � 4 ' ' -� ' O ' ' � � ��'.�-�►� U 5A � H � � , � . . . . �� . , . . _ . . �. �. : : �; �. ., . , : ; ; _ . . _. . . �. , . . _ .... -,,:ki „.,.. . - - _ - _._ . � -- . ., _ _ , _ - - . . . . _ - - - - - . _. _ _ .� , - , . ,' . _' . -.', � i. ., �: ;. � . - � i . .. . � . ' . . , , .. 'C R^� � .. . . - . ' . ... � . ' . . . .. , .. . ' . . . . . .. . . . . � � - -. � _ , . ".3 ' F”, - . . - . ' ' ' . . . • . •rl �1� ' � . . . _ . . . _ , . . � � � � � .. . .. . . . . ' �^ . . , O , \/ V�L . . .. . .. � . , � I O � . ' � � O � � �� _ V` � � ' ASPHALT SHINGLES � � � 0 � , � � `„ � C H . ASPHALT SHINGLES � � � � _ � 3,a� 2�6° 3,a�X 2�6;� 3�a�� 2�6�� 3�a� 2,6�� 2 x 8 T Y P. „ Q � � � - 5.0�� x 3.�� ,.` � � 6'0"x 6'8" U 3'0" x 5'0" 3'0" x 5'D" Sl1DER 2 x 8 T Y P . — - � 5'0"x 3'0" � E"'� 2x8 TYP . � O EXT. RAILING SEE DETAIL EXT. RAILING � O SEE DETAIL . � W � � Q � � ~ � STUC � � CO � H � � � H � . . ..ti�, �4...M. . , — . . � � . ' O � 0 ,� P�oQf z building . eleroiions � . 1?r:es�den�ial._ �____ _ � i a �� _ , � o �� ,;�'ll'eatliez�ed Wood" . `-� � . . TYPE B w , ��OOe� ;'�'��m � Q :. c�u�� o�.��- "I�e��roocfi Gray„ w {`, ; -. ��.�I� ' ,; DATE � �} ��.�� Q�� `- , 'I / 4 � � � � O i � 1/24 / 95 � 1i] � . , '- "la`rif�wocid:. Gray�, REVISION � ! ,. . . �. 5 . " _ . ��/J� ' . '� W , - . � , ; W 1�,C�CO�N"',S ; , � , , . ,Vlih.i�� _ �/��-��.,..�.. � � . . .. � � �. ; - , ,~ ,.e � . kJ.��.,�.�� . . . _ A8 H . ; : ,� �,e��r�� 1��l�ann�; . . � '; c,: � ; , '; �'. ,L x , � : s � _ � t .. ; , :: ` t � _ t'1 '�..- * :; .r.r 3,� .:... i . w. ., .�'. . . _ -�_ - . -. - � - . � - - - - - -_ - . . . . .. . - �,:� -:r, :• . . �. '-�. �:-. � � � . ' ' ' � . . � . . , , . . . . . � � . - . . . . . . , . . ..,,�. � . ... _.. .. ��:. . . . . . , , . . . [.�. . ... .,. .. .. '.:. '.. �� , . . , - . . � .. . . ' . - . . - . - . '�- - ..�";�,... i ... .�. -, .. -..; .. i � . . -:.�-' ... �. .. �:...-. ....r'': ..::., .y.,:.._ �.,..-.: .. �. �.�:�: . . . . , � ' � . . .. � . . . . , . � � ,.:�.. ....:: . .. .. ..y,. :- ,.. .._ : , .. . . ., -... , - . . . . . • .. . - . a I [.�.. .... . .r.�. . s i: . .. :. -.. �- ,. -, -: ,... .. . . .. .....: i .._ .�' .._�. . . :�-.... .: . ._i��.e '- -� . � . .. , . - . . . . , -� Y ..�� . .. _ . ... _�. ... ,�' � t•�� ... .,` . .. .�,. ...«..+[.'�..��.�__. ..�. ,.e.-.-��. �:�... ... . ._ ,_ .r,., -.�.:'.. __ �:.3... ....... . .. -..' .. . � ..� ..... . . . . . . . . . � . . _ . . . . -..._ .. �. .. . . , . . "' " . .�. ."'' :Y . - .. -, . �:. ... .ni� ";-.. �..' ' " • .. t . . . -- . . . ... . ... -. . _�.,-. . .. _ .....:.,. . _... . :.. . .' .�' . .. . . ..-: .� �i -. ,. .:. . . . . . . .� � ,, . �� '"�'. . i- . . . .. . . .. . . '. ..- ..'. . ._ .�' . . _ -: � . . �-.- .. , , r'.. -' .: . _ - - . , , ., , - .. .. ' . _ : .. � . � ' � . - � . . . .� .�I 7 . . � . . , . . . . . . � . - . . ,l . � � . � - _' W . . „ .. , , � � � . . . - � Y� . . . . � - - � ' - _- ' - � � . � � � � , . -� . . . .. . . . � �. . ., I q . , � � � • � fi T.O.CHIMNEY . � � EL. +134'7" 0 . � c� _ T.D.RIDGE . ..�., ��... . , _. , . �, , EL. +129,7" . � ,. � � � fi T.O.RIDGE � EL. +126'4" � � • � O 12 � MAIN ROOF � 5 a T.O.DBL P1.�4TE n1 H EL. +120'2-7/8" V/ �+ � � 3'0"x '6" 3'D" 2'6" 3'0" 2'6" 3'0"x '6° 3'0" 2'6" 3'0" 2'6" ` B.O.BEAM .. EL. +117'2-7/8" � A _o�o � � I �a� 6$� 3'0"x 5'0" 3'0"x 5'0" 3'0"x 5'0" = �/ � � rn m � � EXT. RAILING � � � ^ �- a T.O.PLYWD. SEE DETAIL o0 � Q EL. +111'1 --3/4" ,. . ,.. ... .. _ �. � - T.O.PLYWD. � a EL. +149'1 -3/4" � w � � � M Q � _ � . H °' STUCCO 5�a'x 4�a� , M H � 2x8 TYP . � � �- �--� , � T.O.PLYWD. � El.. +102'0" ~ . � : '`�„ ' : T.O.PLYWD. � E�. +,oo�o�� . � O , ; I-�t�Q�� o � ; ,...� ,�.�'r��den�,ia1 . • ��(��it�erec� Woo:ci" � � = building � �. ; .� . . elerations � � � , ;- . ' 1 / 4 " = i � � �� "c�Q c�: T�r1�r�. ~ ,� cauQ�:. 01,42 - ,;, d' Gr`� „ TYPE B w . Bea�hwoo � Y - - A . id�.� -� ��o�� o�� 5 z "'Drif twood �xa�►'. � '` W . . � DATE U� � 1/ 24/95 � � - � / 4 � � � , � � � .. . . . jA�r , � � - �.1r �:��.��.`� R E V I S I O N , � ��'.l��.i�e� ; : . � ��1�.�G4 � � , . , �� . , : � . ;S��w�n N1i1 ; . �+a�s .� . a."-''''.-' . �� t�r-� ' ��Q�= , w _ , � . . . 5A7 H . . ^ � - - � . . � . �. � . _ _ _ : � . , . �. . .. . _. . ., � . _ . _ . � „ � . . � . . . .. , . .,. . : . . . , � . _, . _ . , a . . � . . � r . . . . ., � � _ . , .,. ._ . _ . N . � . � .: ..,�.J ..... F.._ ..... .. ,,. :.�-"� . . .- .- . ... � r. . - .. . . �"_ �. .. . . -._,...,. c �� .�,.- ., _. .' - � c,..,- :' .. .. �;-'.;:. . ... . _ ... , . . . . , . . . . . _ - _ .:� .� '�.-_ '., _ ,«_.. 'r :. ....." •. . . . ,�. ..- ,..... . ., -'-�'. .i.- . ..,-l. . . s ....-. �...# . ,_._ . .,;. :..e. ..-� . .,,�'.,: �.�:..:;._ -_._. ;- . , -._�- :: . � �.�-. __....i..�, ... .. .... ,_ - '.. . � ..�� . -' . _ �., p ,;. _ . . - . . .. _ .. _ _ ._ ._ . ._ .. . . . �-. .:.. . ... . . .. . . ." - . . . . ... . �. -:. ..:. _ � _._- . -i. . ." -.::'._. . . . _--. . ' .,..- .. ..� _s.-..-. ,.:.. ' ' . . . . . . . _ . . , _ . _ <' _ - ...". -...'.. . � .. .. � _ '�: '. : -.- . .. �.'( " � �- , . _ ._ . .-� . .-.. . ... . :., ..'.. .. . �.. ..� . ..: ...,: . �'�: .. ."-. ,.-. ��. .. :��; ��,�� •� .--_ .�- �..t .A � _ '_' . � ' __ ' __"___"'_ _.—_ ____.____�_— .._ '_ ` . .' �'`'� , � . ,,:, , . , � . � � � � ' � • � � � � � Q � � � . . � � I r � � �' � � � O � ; � . � � , �,��y' `V � rey�n � � A` �� ASPHALT SHINGLES W '� � � � � .x , • . Q 3'0" 2'6" 3'0" 2'6" 3'0" 2'6° � � � � ASPHALT SHI�IGLES � E,, � � 2x8 TYP. � � � ; � � ' � 5'0"x 3'0" n O r� a - . 3'0" 1'6• 3'0" 2'6" 3'0" 2'6" EXT. RAILiNG . SEE DETATL.� . . _ , . � W _. � EXT. RAILING � SEE DETAIL � � � H � ��g•x � i � ■ Q ' � H ,g.x 5'0"x 4'�„ � � " ' " STUCCO 2 x 8 T Y P . G A R A G E D O O R 1 6 0 x 8 0 POST ',�� S T U C C O � y 1 x T&G SIDING 2'6' 2'6•x 6'8' � � � � 6uilding � elerations 1 /4 '= 1 ' 0 " �--♦ TYPE B � , Q _ ,. , .� ;.. .. _ � Z . W DATE � T/24195 '"�' ; 1 /�' � � '� 1 s O � � REYISION � , � , � ��o/�.�"�r��.... x _ ,` . 5A6 � . . � f . � , . . � . . � _ f . � � . _ . : . . Y .. 3 . . . n y ;_ _.-._ ..-. ..-:R Y' _.,..,4 ... .,... ...y, --r..,�.....__.- - . ..'__ _'_' _ _ " "' _' _ . .. _ _.__..,. .. .... _ . ... . . . .� . , . ___— __ . . _ _ . . . � . .- - . . . . . �.,.. � . .. -.. . .. . . .. ..., . •. . . .. _ . ' . . . , ., . . . . . � , ..� �.,: �.. . .. .. . .. . - � . . . . . . , . ._,. ._.,�.. _,_ ''' ry . . �- , � .r. . � . ' , . . - . . . . , . _ . , �, . .`. ..<: . .. . . �� . .- . . ` ' �" , . . , . . .-. ,. � '..:- -y ,.... . -,�� . � . „- . . � . , • ` _ .. ' ...' • . �.�. . . . _ . - '.. . ' .. ' . . .� ' � , .. . , �- ., . ' . . - . ' . . . . . , ' . . .. . ' � . . .1 , . . .. .... ., . . . . .. . � - .. .. . . � . . . . _ . . '. - ' ' . . . . . . . . ' . , . . - . . ' , . . ,-� . : .. ' .. . . -. . , - � . . ' ' ' . , . . �. . . . .. , . , . . - . . . . . . . ..��fi . - - .. . - . .. . , . . . ' . . � ' . . . i. - . . . . . , . . "..'_9 12 � DORMERS � ' � � O � - . T.O.RIDGE BEAM � " EL. +128'3-1/4" 12 � MA I N ROOF � 5 r � � � '� SKYLIGHT . �. . �a , • � � , � � � , � f` o � , . 00 � , T.O.DBL. PLATE � EL. +120'2-7/8" a. � " B.O.BEAM � I � EL. +117'2-7/8" � C� ' � � 00 00 �: O� � • ,' � � Q � °' T.O.PLYWD. � � � EL. +11 1'1 -3/4" — — � , i = � T.O.PLYWD. n� � W ~ , - EL. +109'1 -3/4" � .,;+� ,�., �ti... , .. . . � � , w �, � � � i M � I� � � � � I I f � � r� � � U � - T.O.PLYWD. Q , ' EL. +102'0" r� "-� � �i � ; VENTED CRAWLSPACE T.O.SLAB � ; EL. +99'6" (� � � ra.f i . ( I Tn V L r, ... I I � �l /1 ! - - - - - - - - - - - - - - -- - - - - - - - - - - - - � � � ~ r H � � -�-� � � : H ; � .. . .. �. . .. , .. � � o , o ; � � ; - - ; _ SECTION �T� _- _ 1 / 4u _ � , p �� V � - - . � ; . . TYPE B w � / 4 � � � , � � � Q � VENTED CRAWLSPACE � ,*w•� Z , W — — -- --� — — - D A T E U� � � _ _ � _.._ � _.. _ _ 1 / 5/ 95 � , , _ _ REVISION � °;; ; � ;x . PAF� T I A L,. S TA I R S E CT I ON �j � , , , , , . . ��.�.�, � . `� 5 A 10 H �., � �; - . - r: , � . _ _ . _ . . _ : � : . , ra . . , .. , .� .. '. � . � f _ . . . , , ., . -� .- � r . . ., . . - . . .. . - . - .. � .or-. . .a -e' .....� . . . . �� . � ' , ' - .. ., . � i. .v!' .. .... , v'�. ... . . . ; . .'..-.v. . . . . ' ' . ' . , . . . . - _ - _j._r � .5.. .. s. � ' ' .: :- . .. t' �...�� .-.. ",i.:- � _. . ••'" ., :_ ., �: ,'..' � .t. .. . -..-: .� .. . ..i; . . .- � '.. ..r: i-. .' ' "' " .�' F - " �:..��..:' .. -..._: - . '. . . ... .. '... n ..:�... --.-: : : �'. -- ... . ..--.- '�. . r. -.. . . . .. . . . ..� .. . . -.. 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[ X� IN0IGATES TOt' OF FOUI�ATION WP.L Ei EVATION. ' ' '�. XN. X INDIGATES 10P OF FOQTIN�i ELEV?ti1' ,, ; ' -1 ' _ �- d. , . � � ,, �� ,,, �� EXTER102 GONGRETE `� �'� °} 14QN . '�- : � - % �� WALL SLAC'�-ON-GRADE WITH ,: � , � _.� STEP �--� �4 AT t'-4° EAGN WAY 4. GON'f2AGt02 SHALL FOLLOW ALl� R�QtJ12EMEN 5�L.ISTED W ; } 4 ` ,� -SUIk�2-REPfU(��'�.. . � 3 � �-�- - - --�—T- - . � i:� TOP OF SLAF3 , 5 1 . , 1 S. GON�RAGT02 SHAt.-L PLAGE ('�)-#� VE(2TIGAl.I:.Y` �UL F�EIGNT , j � � � 2.r ` � � � �: I ELEVATION �18'-�' OF �WAI_L AT HIGN SIDE OF ALL WALL ST�PS° HI�HE.� �fHAN �9 . . , � i � �� j � �'1 I� WALL 4--4 : M At�DiTION 10 WA.LL 2�WFORGEMEN?' SHo�.�iN OTHEKWISE. , �1 � � +� I "` Y , �c�q�_ u� I �, I � � 1 STEP G. ALL ,FOOTING`a IN GR.�WLSPAGE`� `aNALt� �� OA�GI�.FII;-LEI�' WITFt - Mk� I �----------'�- - -,- --- _...! -I- -�- , ' �- � GOMf'. G1.ED. S;TRUGTU2A FILL TO TH� tqp OF� FOQTfNG MINIMUM. . y, ,�,,,;,�. 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ENGINEER`S AC�EP7ANCE MIJ�T B�SECURED FOR A�.L STRUCTURA�S�tB�TITd�lTIONS. _ x�.: ' � �� :- " '= -_�..; ALL FOOTIN� BEARWG E�.EVAT10N5 SHOWN,ARE ASSUM�D. EXACT BEARING B. STRUCTURAL STEE�SHA1�L BE DETAILEO AND FABRICATED IN ACCORDANC� ' _' . ,. . .�� ^ , Y. '-� " ' ' EL�VATIONS SHALL BE VERIFIEO IN THE FIEi,Q WITM A�TUAL CONDITIONS 8Y WITH l.ATEST PR4VISIONS OF AISC"MANUAL OF STEEL CONSTRUCTION." ; . ,, 8. V�RIFY A1.1�OP�NINGB THRpUGH FLOORS, ROOF AND WALLS Wi�'H MECHANICAL AND ��} , :,� , ,,.�:� i <`` ,..:; ° '` s." C,CGNTRACTQR WJTH AP�'R01IAL O�SpILB ENGINEER AND ALI.BOTTOM OF . - ELEC�RICAI.GONT}2AC70 $:YERIFICATION bF LOCATtONS I�ES LWTELS AND r",* LL� "__ ,� :., . _ ,� , , `��=.: �� ' C. UNI�SS OTHERWISE NOTED, US�SfANDARD FRAME BE,AM SHEAR CONNECTIONS -' ` - �... --� - FOO�INGS SHAIt�B�A MINIMUM OF 48" BELOW EXTERIOR GRAD�. _ , REQUIRED CQNNECTiONS ARE CONTRACTOR'8 COMPL�T�R�SPQNSIB.ILITY. . `, • M ', , WITN STEEL BOLT9 OR WE�QED EQU11lA�.ENi'. SELECT CONNECTION AT FJ�CH ; � _ e+�1► ; ;�: _, �. _ : St�I.ICE TO SUPPORT 60%TH�T47AL UNIFORM LOAD GAPACIT�'�OR EACH GIVEN PROVID�ALL EMBEDOED l7EM5 IN S�RUGTUR�AS NQTEI�ON ARGHITECTURAL; :. ' � ° ' i ' f��;' ' O: ALi.FOOTINGS ARE TO BE Pt.ACED ON FIf�M,UNDISTI�RB�D, NATURAL SOIL . C. � QR PRQ!'ERI�Y COMPAGTEp BACKFILI.,APPROVED BY THE SdIL5 ENGINEER. �EAM AND SPAN. _ M�CHANICAL,_EI�ECTRIGAL,AN11 STRUCTURAL I�R;P,ININGS': MI.SCEI.lANEOUS .. ' ` ; I � �ACKFILL SHALt.B�COMPACTE4 T�95% MINIMUM)STANDARD PROCTOR - EM8E�DED IT�MS ANQ ANCNQ.R 80LTS SHALI SE FURNISH�D 8Y$TEEk.SUPP(�IER � � �t'` � . M I U WE� TO Ai AN R ' _ �`. + Y Q�N S 1 T Y.U N�E S S�T H E R W I S�R�C O M M E N p�p I N T H�$O I L S R�P O ft T. I F S O F T . D N I M M D S B E S C D 1 Q A W S B U T N O T L E S S T H A N 3/1 6' C O N T I N U O U S A N D I N S T A L.L�D B Y G O N C R�T�C O N.T R A C T Q R. S T E E L S H A�.i.F U L F I L i.A S T M A 3 8. ; � ` �. ,.: . �.::' ` <; .:.. , SPOT9 ARE ENCQUNTERED REMOV�SOIL AND RECOMPACT WITH APPROVED F11��.�T UNIESS OTH�RWISE NOTED. , � ; , � :, . , , FILL (#2E: SQI�REAORT FOR DESCRIPTIQN OF k��ARING SQIL.� °, " D. PR�?VIO�ASP}iAITIC MASTfC.-COATING ON ALi.STEE�:AND,WOOD EXPOSE[7 fiQ THE " � ' ,�' f A ,'_, ,_ E. AlL WELDERS SHALI.HAVE EVIOENC�OF PASSING THE AMERICAN WELDING �ARTH. ' � �' � ; .r� ��' '` . � `. � " ' SOCIETY STANDARQ 4�UAl.IFIEATIONS TESTS AS OETAILED IN AW5 D'1.1, ' . , - • . ;'""� � . E • ;` - �: z, DO NOT PLA��6ACKFII�C AGAINST sASEMENT.WA�l.3 UNTI�,ALL ATTACHER FLOORS , .. . � , _ � „,.. - ARE iN PIAC�: ' . ' - �. SUBMIT SHOR"ANO ER�CTIOtJ DRAWINGB TO ENGINEER F�R REIJ�EW OF AI.L ; " .;.,r '=� . ', ' i,: , 7. NON-SHRINK GRO�T:. - STRUCTIJRAI$T�E1.. TH�MANUFACTUR�NC3 0f2 FABRIGATION O�ANY iT�MS ` �:' ; ,j `" � . ;: , .w..� � . . . �" �;� :. a, . , _.. , ,:: .�- ,F. CENTER ALL,FOQTWGS llNDER WAILS, COLUMNS UR GRIp I�INES UNI.�SS OTHERWISE . , " ' PRIOR TO WRl7TEN R�YI�W OF SHOP QRAW{NC,S WILL B��NTIREI,Y AT Tt-iE RISK •� n � � � , ' ' "` ` � " - - A. NON-SHRINK.GROUT SNAL.L BE PROVIDEp AS FOLLOWS: . ;�h =; _ '. . : ON P1ANS; ; ' OF TH�GbNTRACTQR. : :. , , .M NOTED 1. BETWE�N STEEL COLUMN BASES AND FOOTINGS. , .' ` . �► �-� ` � , . . G. CONTRA�TOR TO PROVIOE,AT HIS EXPENSE, FIELD DENSITY T�STS ON COMPACTED FILL � ' � •, '� -_ ` '` " ' �JNDER,FQOTWGSANO INTERI4R SLABS-0N-GRADE.'A MINIMUM OF 2 REPftESENTATiVE ' F. WATERPROOFIN�`:VAAOR �ARRIERS, ETC;SHALL BE AS SHOWN ` ` T�STS SHAI�1�B� �AKEN�OR�ACH FOOTWG AND S1A6-0N--GRADE- ' ' 8' W��- ' AS INDICATEO IN_TNE SPECIFICATIONS. - ` �► 9 ; ,:,' CHITECTURAL QRAyVING$AND Y ON THE AR � _ , h - . ..� � ..::` :: ' : , : j ` ,:. � , , A: ALI.FRAMING AND TRUSS I.UMBER SNALL BE pRY DOU I.AS FIR, CH, GRADEO BY A� ! N 1 ; ' _ � ;` _: =.,, , ` G � . t3. L Q M€ S QNS ON ST,RU�TURA�DRAWINGS SHA�I.BE CH�CKED AGAINST FtEID. ... �� ,:�� P''' H. NOTI�f SOILS�N�INEER 1NtiEN EXCAVATION IS C,OMPL�TED SO THAT COND!-. . . ' � _ �' �:�: . � .: WESTEftN WOOD PF2dQUCTS ASSOCIATI4N AND CONFORMING TO.UNIFORM BUILDING AR HiTECTURA Q 1NlNGS".'� , ' ` . �. - '' -' ' _ : ;� '_`;�'� , ;' T1QN5 MAY$� INSP�GTED PR10R TO PtACEMENT OF ANY FILL OR CONCRETE. , _; , � �' � _ � ; `, . , , ° • , . . COD�AS FO�LOW� ,� : �. .. _ . , . , � . , ,.: 4; CONCRET : . .• : _ . -,,,,-,-� , - • . 2"_TH,ICk�4"WIDE - STUD fb= . 80Q si � � , p ., f.... ,. . 2"THICK-.G' &WID�R NQ.2 fb= 125Q psi - . w - 's. . A.�. ALI.CAST-IN-PLAG�C(ONCRETE SHA4�L BE MADE WITH TYI?E J PORTIAND � � ` 3":TH1CK-�' &WIDER NO. 1 fb= 1350 psi - - �. . fi r;:� P p I . � ,: '` �� " CEM�Ni'; STON�AGGREGATE AND SHALL D�VEI,OP 300Q ,S) COM RESS VE ° � ; :„ ::: :. . NOTEQ AI.COWABLE STRESSEB AR� MINIMUMS ANQ FOR NONREP�TlTIVE US�S PRIOR TO ` ��,: . � ` , _ ° , ; L�, �r ... : ,.:.; , `', , STRENGTH IN 28 QAYS: _ _ - - � �m=.;� .. � . AC.�OWA$l-E STRESS IN�R�ASES. , �, _ . _ .. - � � � '� ,. . , ,: � , ., ;: ' . . . , . . '; .y, ' ,' ' ; : , �.; B. : ' THE MODUI.�S p�ELASTICITY Q�ALi�CON�R�TE SHAIi�EXCEED Wc��33 fc B. RO IDE 1 4 GROSS BR1 GING NOT OVE 8'QN C NTER FO ALL WOOD J IST AND ' ' P Y. _ X .. A R E R O S 2}C . u - '� , � � � � a ; QR 57,O�d Pc NORMAI.WEIGHT CONCR�TE . O I L INa B E ° � , ` ` � " l , ) . S �.D B UCK E71N EN,JO STS AT ALL SUPPORTS. FA$TEN Ali�WO00 M�MSERS ' , ' ,�' � : - � ., . . ,6: , s ;. ; ^ 1NITH COMMON NAItS ACCORDING TO TH�USC SCHEDUL.E UNLESS OTHERWISE NOTED. �' � _ � � , , . , , , , ,� ` �: CONTRACTQR.MAY(�OUR SIABS-0N-GRADE CONTINUOUS AND TROWELCUT JOINTS. , � . , � , � 1:,;; ; wa.; , -:., ;:� , , t� , �. V�t ' i.' ' �OINTS SHALI BE SPACED 10 FEE7 AND CUT 1"DEEP X 1/8"WID�WITHIN C. LAMI1dATEp 8EAMS - X 21PPEQ 1'REATEV .� ` ` . : . � �!f ;4� ; . 12,HOURS.AFT�R POURING. CARRY ALt SlAB REINFORCEMENT THROUGH,IOINT. 1. ALI.IAMINAT�D MEMB�RS SHALL BE FABRICATEO OF pOUGLAS FIR I.ARGN AT 12 PL.�TE 1.,�7N„ 1/2� X �O � ♦� ;� j_ ` A "` PERCENT MOISTURE GONTENr IN ACCORDANCE W1TH WCU6, AL�SIZES SHOWN ARE ANGI-�02 Bdl:-TS Al` �--O . �t ; D. S1.�BS, TOPPING, FOOTINGS, 8EAM3 AND WALLS SHAIL NOT HAVE JOINTS IN N�T. �. �� A HORIZONTA�PLANE. ANY STOP W CONCRETE WORK MUST BE MAOE AT THiRD � - � . � � � 2. tAMIidATED MEMBER SHALL$E DETAILEq ANp FABRICATED IN ACCOROANCE WITH THE EXTERI02 �a"fU0 WALL '"''""' � J. POINT OF SPAN WiTH VERTICAI.BULKH�ADS_AND HORIZONTAL SHEAR KEYS STANDARfl SP�CIFIGATIONS FOR THE DESIGN ANp FABRICATION OF STRUCTURAL � � � .' , :,� UNL.�SS OTHERWISE SHOWN. AlL CpNSTRUGTION JOINTS SHAIL BE AS DETAILEp OR AS �.�1(TN �HEATHING t, GI�JE L;AMINATED.TIMB�R, tJ�T�ST EDITION AS PUBLISHED sY AITC. � : ;'_ R�VIEWEp 8Y THE ENGINEER. 3. PROVID�UNITS C4NFORMING TQ AITC 117, 22FV8, D.F.�FOR CONTINUOUS � _ � ��- � ' MEMBERS ANf�CANTILEVERS ANO 24FV3 FOR SIMPI.E SUPP4RT MEMBE}�S. ' i = � � �. ALL CONCRETE WORK AND RE�NFORCEMENT OETAIIWG SHALL BE W AC�ORDANCE WiTH MEMSERS St-IALL BE DESIGNED WITN Z�RO CAMB�R 1NITH TOP$IJRFACE t2}-#5 �' 2Xt0 GUNT. LEO�Ef� , � u x� "�:� ' . ACI BUILDING CODE 318 IATEST EDITION..UNLESS NOTED OTHERWISE A��:EXPOSED C�EARIY STAMPED OId EACH MEMBER. • � W/ 3/4"� X <o"' EXPhtiN�al�N' � ._ r '± EDGE$OF CONCR�T�WORK SHALL HAVE 9/2 INCH CHAMFER. USE STANDARD HOOKS ANCH025� AT t'--Cce" - - ' �" -. r �s .;i � ON DOWELS UNLESS QTH�RWISE NOTED. � D. PI.YWOOD DEGKANOJOR WAFERSOARD ` FL,OOR JOi�aT ' " " � � 9. PA,NE�THICKNESS SHALt B�AS SH.OWN ON TNE DRAWING. APPUCATION ' - .=I I I (II i � � 2Ez PLAN � '� '"� ` �� ` � S. R�I N F O R C E M E N T: � � SHAIL�� fN ACCORDANCE WITN RECOMMENDATIONS OF THE AMERICAN � :: , PIYWOU4 ASSOGtAT10N. • � WE0 61..l�GKING.. . � A. ALL R�INFORCING SHAL�BE HIGH-STRENGTN DEFORMED BARS CONFORMING TO 2. EACH PANEL SHALL 8E IpENTIFIED WITH TNE Gf2ADE-TRADEMARK OF ', � _ C�,7�, ,:;� ASTM GRAGE 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH TH�AMERICAN PIYWOOD ASSOCIATION AND SHALL MEET THE REQUlREMENTS � ' _ � � e -� � , - SHA�I BE DEFORMED SARS,ASTM DESIGNATION A615, GRADE 40. ; QF U.S. PRODUCTS,STANDARp PSI, IATEST EDITION FOR PLYWOOD,ALL ' • ` � PANEI.S WHICH NAY�ANY�DGE OR SURFACE PERMANENTLY EXPOSED TO . ` � � � ;° ; . . , ;p , �;� B; WELq�O WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SI-IALI.BE,LAPPED THE WEA7HER SHA�.L BE(�f THE EXTERIOR TYPE. + � '�� ' . ONE FULL MESH AT SID�AND END SPl.10ES AND WIRED TOGETHER. 3. FOR�IOORING US�3/4"T&G STURD-I-FLOOR SHEATHING NAILED AT 4"O.C. ' � , � ::1 ` ,;e . . �` ALpN�PANEI EDGES AND AT 10"ALONG INTERMEOIATE SUFPORTS. ' `" � C. REINFORCEMENT PROTECTION: 4. FOR ROOF USE 5/8 40/20 SPAN RATWG)EXPOSURE I SHEATHiNC3 NAILED AT 4 `#� AT 2-O � SIMP�aON TOP F-LANGE � �r y� � ,; 1. CGNCRETE POURED AGAINST EARTH 3" O.C.ALONG PANEL EpGES ANp AT 12"ALONG INTERMEDIATE SUPPORTS. H021ZGONTAI. , . HAN�ER SC1�LE::", �"' - � F. �_ 2. CONCRETE POURED IN FORMS EXPOSED TO WEATHER OR EARTH 2" �� VE2TiGAL . ' n _ ► � � �- � ( 1 5. �XTERIOR WALLS SHALL HAVE ON�I,AYER OF 1/2 EXPOSURE I SHEATHING � • - 3/4 . - � �-0" , �`�+ � 3. COlUMNS AND BEAMS(TIE BARS) 1-1/2" NAILED AT 4"O.C.ALONG PANEL EDGES. ZX4 KEYWAY �a AT 2'-O X� � °i 4. SLABS AND WA�LS(NOT EXPOSED TO WEATHER) 3/4" � � C3?.GKFILL `" � �, 2E: PLAN RE.: PLAN ,; � . ; . -; (r-c�. Foo-ruv� �' TYPE � � �� ' ' MINA�IIJM) � - i _ � �,,� - s ' .!, • . ' , � � '' +1 :'� L� � .. � , � � . - . 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