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HomeMy WebLinkAboutF09-0002.PDF � ! 1 y I f I �� � _ �( � � I� I �. ��,` 4 I `�. ��+ . �i \ \,`� .,a�ru��alb� .,��� \�\.��` �r���,a ���\\� �� r ;,..:. � �•:�.��, >::.•,.�� �,.� li�" �� .;�: . -; COPPER TUBE HANGER SPACING OVER 100 PSI � PIPE TYPES AND INSIDE DIAMEfERS � " �:� s��r.s ���` "a:: ;: �� � ` . ::.��;:: �� , .�, �� � ��": , . PIPE TYPE �I 3/4' 1" 1 1/4'1 1/2' 2" 1/2� 3" 4" 5" 6' 8° °� �� ` �• �`. • �� ' PIPE SIZE BEfYVEEN HANGERS TO END OF LINE ARM-OVER LENGTH, MAX. ; ::k, ••�; •_ :� '�` , ....:. ,, ,�.� �_:::; „ , „ , . � . � . � . COPPER T(P� M 0 811 1 055 1.291 1.527 2.009 2 495 2.981 3.935 - �`"� .` ��:'�`� ::�:: : :'. � � v>�.;.�... ��� � s/4 a–o (ssP) o–s (ssu) 3–o (ssP) o–s (ssu) � –o – – � �::"; �'�3 . ;�..�:� ���.., ,:, , ,.. ;� �_ � �:� COPPER T(PE K 0 785 1 025 1 265 1 505 1 985 2 465 2 945 3 905 - - - " <> `� � . �,<.••�,� '' ,� 1" 8'-0" (SSP) 0'-6°(SSU) 3'-0' (SSP) 0'-6" (SSU) 1'-0" ; � �* '��:: ° . � ,. t� 10-0 �::���" � ,> � ::�;.:>.,. . , . �ssP) o'–s°(ssu) 4'-0' (ssP) o'–s• (ssu) �'–o' ' ' :;�a . � .�., � ��:..�� �:.;���:,;;. �, � ';, 1" 10'-0" SSP 0'-6" SSU 5'-0" SSP 0'-6" (SSU) 1'-0" ` � � ) � ) � ) y . s. � ' "::::: .. SS�YY�R �••.` "'°��*� � � .\, `'� 2° 12'-0" (SSP) 0'-6"(SSU) 5'-0" (SSP) 0'-6" (SSU) 1'-0" .�Y �` ����'`` � 2�• �2�-0• (ssP) o'–s°(ssu) 5'-0° (ssP) o'–s° (ssu) i'–o° �� GENERAL NOTES � \ \ _ .\+� ' `�" ..:x. 3" 12�-0" (SSP) 0�-6"(SSU) 5�-0" (SSP) 0'-6" (SSU) 1'-0" 1. THIS SYSTEM IS DESIGNED TO COMPLY WITH NFPA 13R, AND OTHER �SAMMY SUPER SCREW '� �� � APPIJCABLE STANDARDS, AND TO BE APPROVED BY THE LOCAL �_ �� � � AUTHORIIIES HAVING JURISDICTION PRIOR TO COMMENCEMENT OF ALL THREA ROD � :' 'a .': , FABRICATION AND INSTALLATION � ��� .. >�, '`> �� ` 2 THIS COh(fRACT IS TO BEGIN fROM A LEVEL SUPPLY PIPE OF THE T(PE ALL THREA R�D "� �", "''�''"" , �. : .. ..�::: . ., �`��` \.:_ >.:�� � AND SIZE NOTED, INSTALLED BY OTHERS . �, ��:>.�:rr� ': . ..:\...,.>:,..::, �; ._. .. \�".<:>:�.::: .� �:::.:.,..... � ' �'� 3 THIS PROJECT IS A TENANT IMPROVEMENT Of AN EXISTING BUILDING � , �,..,.r..... � ��,,„,� �a ,.o ,:,''..; \,,��; I THE NEW SYSTEM TIES INTO THE D(ISTING SYSTEM AT NODE 14 � ��� � �n � �;`�:;�,:���~`:> :;� � �<��;::.Vr;:; . ,� • ';�.;:: . � � 4 ALL MATERIALS� WHERE AVAILABLE AND APPROPRIATE� TO BE UL LJSTED >.�:�>;. , � .. ;'. � � � ; �.t�;:.:;.�_;<;::<.:::�;:><°;;,:` .' ?"`;'� � � _ '�:::::<:<:' : . ; • T�LC� FIC� �00 PIPE STRRP ., .!�,,,�,,,,� �:°>�, . .. .. ._ ___ _.__.__._ � _ �..... ,_._ _ .. _, -----_ .. _ _�.... _ ,. ._------.._ _.,__....._.>... __..--- >. __ >...._ �.. :;.�:�_ >. . �, ., z<.. � _. ._._. .. ..._.__ ,. �, , , _ , : : ,: , , , _- AND/OR FM APPROVED FOR USE IN FIRE SYSTEMS. •>� • "�� � , ._- __.. ,i , .�::; ,., , a �°; � >:; �<.:;. . ° :•; �. ;:..' . :. r �,<... �.. ,� �. ;�' �' � �.. . �<;.'::;:. • - _ . .�� � � rr 'E u� � �T SUBMITT o � ucAe� F G, 00 P PE S P . ...;:: ....���,�;<:.... �:. � ,�� 5 SEE A ACHED Q PM A A AL F R AL APP T�LC� I 2 I TRR ,.,,: ,,:�'� .f'` }'' � .:..:' ,� �.: � \ ,��� r'� .� � ..a. ..�u � ,: , : � �.:.:: .. , ': .., ,: ,. �' .. ' . . . �._:>:<,<<: , <..� � . , . :� ,: . . .�{ s::;. >:€.. ,s� a.r;:a. . .�' �. , ;. : _ . i % / � ��; ..>:::?>>'i>::�?:.«....���;:��,: v ,:: . � / . I �... : ...:: TE I ND E UI ENT USED N THIS P OJECT .,W �� MA R ALS A Q PM R . ...� �� �'' . . ...�.. f � . . , <>..\,;..>..:r: �. � r'�� r. .� . ��:.. � . . �, `... .�'<�.< � t��� � .., : � � s<�.. . �� : ,� � TY E � ��\\� . ... . ...� : I ING IS TO BE 'CO PER PE M' D USE LJSTED COPP R .�`` 6. ALL P P P AN ., / ,��`{ �`{ e: . �-..�. u......m \ C \ �� _ �ri ! . � \ \ � � f� `\ � .... ...\'i �{� �' :� `��\ �. .. F`� ..\`....-. � �:: @ . `.�..: TfINGS. / ,� Fl . . �;: . :�a� �.. ,;' �,,• � ,*>,_:�. ,,''f �...� \. . \ ���``' �... �,. � �.. 0... � > . ; ,: . ; `f: ... , : ,: �,,, ,;,'�+ r � ,;:'��� {� � i' \ a.. .� ,;r . : ;: r '���� :; ,::'� �� . ,` ,r F ' r" .;� / ._'� ` ,, % r' � : �+ :`�� � :'� . �cc .„. �Jv` ..� `:��,,.� r � : : : � , ; �' ; :°�,, �''� 7. UNLESS NOTED OTHERWISE ON PLAN, ALL PIPE CUT DIMENSIONS ARE � ` �� "`�'"""" , � � � �' :� .�''� � / ��� :� ��� , �\ .:��� ..� .�„�.,r ,\ � , � \� �. .r>. , :� : . ' ,� � ,: . : ,;• . , � _� : �� �,-. . , ' � ..�` .�� : ,: .� . :�' ::• �+ : , ;� F .� ,.:' i � � �� ' O� �:i:i�,r.; ::•�^q;:>: ;.. � • .� � .� .� � CENTER TO CENTER WITHOUT TAKEOUTS. �<� ��� z• .� ':<; � � �, � � <..�:>:... � ;_� ;_� . _ ,. , :: ; ,;. ,, . . , ,:� ;.::: :: , � : F � •, . :� . , . F� :•• << :�� { : . ' , ' ,� . ... ;.. ....._; .. � . . . { : i . . . : : : . , ; r �.:. . . ..,..,, ... � ...... .� • ,~` �.,. �'� � �' � T E TION 0 I I 0 BE BY �::>���� � �: '�� � 8 ANY AND ALL PNNTING OR PNN PR PARA F P P NG T � �: � . :`f i� �� 'i,Y'�.. \ \ .... .� � :'S\�R. p �"ya::: �� % ''� �' � e /' i' � �F \x . �.::. � .�'� OTHERS � / � �` Z ��:� � 1 `�.•�` \";:,.� � �''� `..\. �f . ��'��'�a /'��. \: ' _' ; > S 13R �: ::� �. .%` I E G S B CING HALL COMPLY WITH N A f'` .�'� 9 P P HAN ERS D WAY RA FP AN .\ \,. �_: '\::: \\\; � "�:. �:> \ ,�' ....,... � f;� ,..;�::. : r` � � .:�� r' ��. .� �+� �S�' ., �< � � �`. �,�.•> �\ � �` �F �f' STANDARDS. SEE PLAN FOR DEfNLS AND LOCATIONS. �" � . ';� ,r' /` �� �• �::. / � .� ':� a /� { i � . :,.���; w��. � � t'+�` ° : . �'�� 10 SPRINKLERS TO BE INSTALLED IN ACCORDANCE WITH NfPA 13R THEIR ��� .� ,�' ,�`" /�FJ � �. .��e� '� i.' ./'{ �' �"{ , . -��c � t /�. usriNCS � . AND E THE LOCAL AH .�' PR . �F /�+. :..��.. . � : ��_ <:�........ °� "��� .���,� �' `` +, : �'s : �� �� � �'�'� fi � �. � .� �,' : ,. � � , ;::>:::� .�. ••'��� { .,..•`�+: . � '' ``� � / ./ / �` :� i 11 THE OWNE INT N CLEAR 18' BEiWEEN THE CEIUNG AND •�� %�.•� �:, � , � ,:' �'� R SHALL MA AI A � / i` �^ ;'�, ^: �` ".;.� • �J ::»:� o . � �/ . C / ! a �{r � OTHE OBST UCTIONS THE TO 0 NY STO GE 0 R R <>:.� P F A RA R �<..... �, �; ._ �,, �f . . ._ � � : ,, : � : . : . ..:� ; . :: •'' , , . _. . . _' .� . ,: ,;. . ,. . : � .:.. . , : ,,� a , <:.o.... q <�. �.:c���.�. .c� �� ' /�? � .`!.. G. � . �� � t ����\a:�:a�� � :•).. , �::Q. . ..�:: ,i� � �' D D CE IBILITY IS .., . ...�.. .�.. 2.. � �_` ,�'' , , ,�' ;� � �' .� 12 ANY AND ALL ACCESS PANELS FOR VALVE AN EVI ACCESS ,, � �, .�'�� / ;�' .� �': � � / f / "�; �, '�� `\�,.. �` f ,�` �� ��� P TO BE BY OTHERS. � �� °c� �'� / . � .. / � ,�`�� .. _ _ _ .. ! l .�`F" S` �• > / F . , Z. / }'�{ � Z r � _ .. ..... .'�'�..'.�::. 1 IN S NOT BE HELD ES ONSIBLE "<� 3.CASTLE S INKLE S C. HALL R P ; �.. �� � FlRE PR R ��` � � �;: / � M ;:�`W._..' , � ,.,�:_" :�:� . �.: z= ,�� a .� � :� i.. ,�� �. .,� � �,: E 01 .� e . V UES NOT BE SU L1m T TH P NT . � SHOULD TH OTED OW TESf AL PP A .�.. E N R `\ °`'�.: V.... � `� �i. ��'� ,i.. `;\:. ��:,. \: �?_ . , ':. � -- __ r'� ._ _ .. � � :`a�. . ♦ . �' �,:'.:� �c,. / � @ � :'i �' , `� j�: � �. � ':�� g .F I ��:��.. ':a. �..•.. �' I OF <;?C OF NOW OR IN THE FUTURE DUE TO THE POSSIB LffY a CONNECTION >� :�. �. / , `:�;::,�<:<:.:.. � g \ �e :a z 0 3m �' 1 •>� �.: e� .0 \ � .......�`.. � ! /'� �� . ... � . .... .. ••\ ! �" .a\�11�. j� C. , aw.�'�:`� .. ':�••. .:\ F %� �. , w. . � �`�� ��� � �ET su uEs .:. �<� �,, �. �� ERIORATING WATER PP a. �,; r �f ;' : � }:: � �' ���f � � . ��. : _"{ � .�'`` ' r /�� ,���, r�.�� 14 IF FlELD CONDI110NS RESULT IN A CHANGE TO THE SHOP DRAWING �` !�e �' .�`� � �l . � �`� '' ` {`� � OJECT N 0 VERIFY ,�'"���� � � . ����� i`F � �.��� ,�""j `' F �'� ;� ,.• INSTALLATION IN ANY WAY, CONTACT THE PR E GINEER T . '�� � '+ PROPOSED CHANGES ARE COMPLIANT WITH NFPA 13R REQUIREMENTS AND � T i �,�, '.�, ,�,,.F �: �. � � _ �,.� � { f� �� f 4 F� IRE P OTECT ON S1TE P � AI� . . x:� . , ,� ,�f � ; , R I r ;�� ,. PER HYDRAULJC DESIGN I� � `` � . 'j '� ��' '�' ' ' — r ,�`j ,d''� !'' �'' �''�` /'� , �? ,�``'� .. � r .�.<:�.. __... ..... _ ��' � -,� ::, �P 1 N❑T T❑ SCALE � :�_� ��{` ,�i� �' ;_ �` ,•� �_. � � _ ��' �± �� �'`F �.� �.. :R�� ;�'t SPECIALLY LISTED MATERIALS r __._ ,.i;'{ _ ��' .� � � � f, }{ 1. THE FOLLOWING SPECWlY LJSTED MATERIALS AND DEVICES WILL BE USED � N�R T H � i f i �,.� ,�"F� } '` �l r` '� i •�� ; i' _ �,. ' .� ``�, �I� ;� �' �� �,: '�!: � „ . . �:''�.. ;..� ,``� �, �;�' ,�+ � f�'` ON iHIS PROJECT. � , i'� �`` ; �;��`� � , :�``�{ � �� ,�`� �' i'��� /" ,;'� ,r� ;�''1 '� a) RELIABLE MODEL "RFC-56' RESIDEPITIAL, IXTENDED COVERAGE s = • ;�' :�� • ;.�� !` �' . �` .. SPRINKLER. THE SPRINKLER PIPE ON THIS PROJECT HAS BEEN � 3 �'�` `�` � {�� �``� � '� � ' '�� �= HYDRAULICALLY SIZED TO ALLOW THIS SPRINKLER TO COVER A � ,��` .�__... .�'___ �� .... ...��� ,:_ �;: .'> . � �<< .c� ,/�f , � �� _;_.E' , ':� =� f�`'` �{ �'� :�''� _ _ .._ ..... ..__... _ .._ ._ ... .. .. ......_..._ _ ___._ MAXIMUM AREA OF 16'X 16' WITH A MAXIMUM DISTANCE FROM ` ,r'' • � , ,;; : ; _' : ,t ;. .. <<:� ,I� , /� :1�N p � '; �� ` i �': � '� � i. �'� �- � '1 ��a�� �-_° � �'� � `�`' `v •- ADJACENT WALLS OF 8'. MINIMUM SPACING BEIWEEN THESE r =. ,�� '�` �;>� �" � r`• /{ _ ..__.. ,__ _ _.... ... .._�A.. ; ` °.>_ ... ..._ ... , �'� �I'' �'� } 1�Y t' � :�`f '�� SPRINKLERS IS 8' , ; �� ,��' �,.''��� �'� :� ,�` /'+ .''�� . �� / , ��; r'� /` �' r .� .� r' �'J f• ,�'� ; t, ..I} `�, w<::. ,.....,�@c�, ''� ,f'J /' �;•` if i� /' '�F � � /`� �{ ,/ _ ' � ,.�` i�� .3�4 ���` � '�f, �i' ,.�'� f./'�� !`� 1�� ``� .� ,i� �°f %�' f, / ''�� �' .'�, /` � ' i ,; t=! �•' /�+ .� ,�^' .�'' f � �'''� _ g \< � .�`� ? . f �' �: ,%' � �,. /' ,' .',� _ i �/`� F� /` .`��. r' ' {__ f.,; ' �_ .'', / �� '', ;�.. c {f ° -...._ f �F ; �+, � / '' �{ �� f� �. � �`�F I �; � � /', ':; �`+� '`�f f �� '�+? {` � �,� �;f , ,'. � � _ __., ---. ..._ �;: }', �. i: i' �` :� , �' .�� ,�, �J? �,. ..,��' c. _,:: / _'\, ,: . . �: � .^ o ! j � ;F'� ,f �+� �`+ /, f+. % �� _ � ?`` ;\\�.. � },, � ��;� �,i f,'� � .' ;. F` � ,.'+ . .' ,/' �� �+ /` j' I � �F ._. . � : • --^ ! .: .. . • - . : �' _ ' . : �F :•' ;� � J �! i' , ,. 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H raullc ftow test was taken 6/3 /2006, /'� �''' a€ I .�''�� y � :� �+ DESIGN i{ / A515 OF i a . . �,' B _.. , .�' �{, �°' � ; ,�� .�`�� ;'f. „ n' „ , ,.� _, ,,�''� ,� , .;} _,� ,„ �� ._ � , ,���� i } , ,..� ` ; � „ � 5, Hydraullc calculatlons are being provided back to _ _ � -3 r �,�,..' �� �' ��. _ °� 1 4 oENS�Tr o� PM/} _ —�i � . . . � . . . . .- . �� ���� �:� ,� . ._ � � � � � � � � / � f ,. :: f ; � � , . „ , . ._ � . +. � .,, _ ectlon to the exlstl g fire : � : °_ ..----�. __..._..._.. _ � I � . ,..___. �'°w^�.��.�� v r r � .__......._._ _...._ ____ '": i`' AREA OF DISCHARGE 1024 E the olnt of conn n - _ __,_, � ��' ,.� � .... > > > s rinkler syster�, >__ ___ __._--.. __. �_ _ ____._ ...___:.._.� _ ..__ 5 9 1 P , . a _ _______ ..__.. __ _.. ___.____.._�. _ , ._ . __. _._ -------_.._.. _ ...__ .._____._.__ _ ___ ....._ _. .. _ _...____..--- , -- - ------ --._. .____ _ . ___ .._.____. .. ..._ w ,°.�: 0 1 2 3 3 :__ ________. __ ___ .._------_ _ ....__ _..__..__..__ _. ____ _____. _._ __._.._.__-----____.._.....___ .. ___ ._.. � `°�,�� �-:;.;:=` ... .. , ..�.... ;:, _..,, h,. `. :� . . GPM � .,,,,�`. • :'�' _,r, �( �1 - .... �:`4, _� ''��'� F`:'��` WANCE GPU � (�� ` ,: ; ,: : ;_�'� . V" � LI � : '�..' :,_'�� ,.� • ~'^'.-,. , :: ; , , , � L`-� , "�.�� :• {:s. ,:,� ;;...w:. INSIDE HOSE ALLOWANCE 0 ,,��:� .:;�..+,• �`,+•,` 'J.Y,..:.:.- OUTSIDE HOSE ALLO 0 D y�� � ;.,�,.�,:•�_,,,,,,£f,.. };� �.,, SYSTEM DEMAND ` . � � ��` . ��'�: _��''f�' GPM DISCHARGE 110 9 CFM , ` �'f '"� +�,�`� :f�'��.. ' � ���`� -"j�� �''�`f=•''��{ BASE OF RISER j . \ ��,,.�`.... f`..� „ ,- ::''.:,�,,:,' RESIDUAL PRESSURE AT 119 9 Psi JAN 2 8 �U�g � ; ��\,\ h,.;:,.N _...._. �.:::��_'�:: D AT ST � __.-_....... ..... ...._..__.. ___ ..__° � ,,.,, ; '_ � ��{N�` _ __ `,�t..__z-:�...;: .., ..._ -:.... ,. ._. • - ..� ' ' _...• .. .. ��:..�:�__ ...::::...._-..._..._ :.... SYSTEM D ........ ...... .. .. ...................... GPM REQUIRED 1109 cPU ��� ��' ���� PSI REQUIRED 119 9 P9 PSI AVAILABLE 142 7 Ps� i /� 1 M �► I N � E �/ E � F— I F� E SAFETY FACTOR 22 a ���,9 o x, ��,�� � : ������.� �� xx, �-P-1 SP � INK � EI� �� � AY ❑ UT ��� � ���� o ��° �+� � ,��� .��. ° .s�o � '• N❑RTH 1/4"= 1'-0" S��F�T,= 1,666 S,F�, ��� � �"�� �o�� ' . �• ,�' ��' � . :w 2 �: - � � � � � � � � 1/4 �� � h75PE('�P :O �: 0 1 ' 2' 3' 5' 9' 13' - " '` , �� ��-05—�� _ --- — - '�~�'<c� �„ _�....-..,.; . / -- �� �� � I Z�2�� - � �DETAIL LEGEND ^ IT IS THE OWNER'S RESPONSIBILITY SYMBOL DESCRIP110N SIN FINISH ORIFICE K-FAC TEMP ESCUTCHEON SPCL NOTE QTY ISSUE DATES TO PROVIDE AT LEAST 40'F OF � APPROVAL• VAIL FIRE PROTEC110N � WEf SYSTEM RISER �tc DRUM DRIP ASS�Y � FIRE HYDRANT HANGER LOCATION HEAT IN AREAS WHERE WET-PIPE � RELIABLE RFC-56 RA0914 WHITE 1/2 5 6 155 CONCEALED NONE 36 \ 1/11/2009 APPROVAL/INSTALLATION � / PROJECT N0. 24 � � � � � � -�; /� �V � FIRE SPRINKLERS SYSTEMS ARE \\� � �r� � DRY PIPE RISER � GLOBE VALVE -�-- GROOVED COUPLING � � EARTHQUAKE BRACE INSTALLED. CO# 93 8 SCALE• AS NOTED V II A � DELUGE VALVE RISER � INSPECTOR'S TEST -o- PIPE UP � � HYDRAULIC NODE REF. DRAWN BY E SCHUMACHER TENNANT IMPROVEMENT � O� �T �y �T CHECK VALVE —� POST INDICATOR VLV = � PIPE DOWN �X'X"AFF ABOVE FINISHED FLOOR CASTLE FIRE SPRINKLERS� 11\C. CHECKED BY• D SHANER � O � Q � � �� � �� � I{� � � e FIRE SPRINKLER LAYOUT � SPKR ON SHEET: 36 �'{� � b � d � 1 -�- � � P 0 Box 3818, AVON, CO 81620 & DETAILS BUTfERFLY VALVE t�'a"¢ SIAMESE FIRE DEPT. CONN. 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OPENING # OF TRIMMER STUDS # OF KING S�VDS SITE, AN EXCAVATION OBSERVATION IS REQUIRED — STUD SPACING SHALL CONPLY WITH TABLE R602 3 (5) OR TABLE R602 31 CSECTION R602 31) PRIOR TO CONSTRVCTION AND PLACEMENT OF NOTE: ALL CONSTRVCTION TO COMPLY WITH 2. ALL CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3,000 PSI MINIMVM 2'—O" — 3'-6" '( 2 FOVNDATION STRUCTVRE. CREFER TO AISC ASD 9th EDITION OR ACI 318R-95 —ALL EXTERIOR WALL SHEATHING SHALL BE MINIMV�� 5/16"STRVCTVRAL SHEATHING FOR REFERENCED SOIL REPORT FOR MORE — 3. ALL REINFORCEMENT REBAR CGRADE b0) SHALL CONFORM TO A615 ASTM STUDS AT16"ON CENTERA�JD MINIMUM 3/8"SHEATHING FOR STVDS C�24"ON CENTER V N O 3��7�� — 8�—��� 2 2 INFORMATION.) SPECIFICATIONS. ALL REINFORCEMENTREBARSHALL BECONTINUOUSAT SHEATHING CONNECTIONSSHALLCOMPLY WITH CONNECTIONS REQUIREMENTS ASSPECIFIED ALLSTRVCTVRALMEMBERSSHOWNARETHE MINIMUM CORNERS AND AT INTERSECTIONS, AND HAVE A 48 DIAMETER LAP SPLICE IN 2006 IRC DISTANCE BElI'VEEN BRACEp WALLS SHALL NOT EXCEED 35'—O" CSECTION 602101 8�—��� — ���-6 3 3 BLEIER AND ASSOCIATES ENGINEERING SERVICES, LLC's SIZES REQUIRED THESE MEMBERSARETHE PRODVCTOF AND TABLE R60210 3) SCOPE OF WORK FOR THiS PROJECT IS LIMITED TO STRUCTURAL DERIVATIONS USING APPLIED LOADS FROM 4. WIND BRACING DVRING CONSTRVCTION SHALL BE THE RESPONSIBILIIY OFTHE THE DESIGN OF THE FOLLOWING ITEMS: REVIEW OFARCHITECTURAL DRAWINGS THE CONTRACTOR CONTRACTOR —ALL INTERIOR BRACED WPLL SHEATH ING SHALL BE P�1INIMUM 1/2"GYPSVM WALL BOARD EA MAY INCREASE THESE MEMBER SIZES TO FACILITATE EASE SIpE U N O SHEATHING CONNECTIONS SHALL COMPLY WITH REQUIREMENTS AS SPECIFIEp IN ENGI N EERED LVMBER (LVL) H EADERS ANDCONTINVITYOFCONSTRVCTION,ORTO PROVIDE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL 2006 IRC DISTANCE BETWEEN BRACED WALLS SHALL NOT EXCEED 35'—O" CSECTION 602101 1. FOVNDATION DESIGN AND ASSOCIATED MEMBERS CSHEET2) NE�C� ARY ATTACHMENTOR NAILING SVRFACE WHERE AND TABLE R60210 3) SCRF�V CONNECTORS C�7"O C MAX OPENING # OF TRIMMER STUDS # OF KING STUDS Z SUBSVRFACE INVESTIGATION COS-0135-01) DIMENSIONS BEFORECOMMENCEMENTOFCONSTRUCTION, INCLUDING 3. STRVCTURAL LAYOVTAND DESIGN (SHEET3) WALL HEIGHTS AND LENGTH, FOVNDATION STEPS, AND THE SIZE AND _ SHORT WALL RETURNS LESi THAN 4'—O" IN LENGTH SHALL COMPLY WITH APA DETAILS AS 2�—O" — �O'—O" 2 3 LOCATION OFALL WINDOW, DOOR, AND VENTOPENINGS ANY SPECIFIC DETAILS NOTSHOWN,ANDALL FRAMING CONNE�TIONS SHOWN OR IRC SECTION R602.10 61 REGARDING SHE/��THING, NAILING PATT-ERNS, BLOCKING, �f O'—"�" — T3'—O" 3 3 ARE THE RESPONSIBILIlY OF THE CONTRACTOR ANYADDITIONAL WORK 6. ANY DEVIATION OR SVBSTIIVTION TO THIS DESIGN SHALL BE APPROVED BY BLEIER ANCHORAGE, BRACING,ANq SIMPSON TIE—DOWNS OR EQUIVALENT SHORT WALL RETURNS REQVIRED BEYOND THIS SCOPE WILL BE BILLED ATSET HOURLY RATES &ASSOCIATES ENGINEERING SERVICES, LLC SHALL NOT EXCEED AN ASP=CT RATIO OF 6:1 CRE ARCHITECIURAL DRAWINGS) CSECTION �3�_O" + 3 4 REFER TO ARCHITECTVRAL DRAWINGS FOR ADDITIONAL INFORMATION. 602.101 AN D TABLE R602103) 7 CONTRACTOR SHALL REFER TO A QUALIFIED PROFESSIONAL ENGINEER PRIORTO — ROOF SHEATHING SHALL fE SHEATHED WITH A MINIMVM SPAN RATING OF32/16 AND A EXCAVATION REGARDING SHORING REQVIREMENTS MINIMUM THICKNESS OF1/:". MINIMUM CONNECTIONS SHALL COMPLY WITH REQUIREMENTS HANGEfZ SCH EDULE AS SPECIFIED IN 2006 IRC REFER TO TABLE R503 Z 1.1 C'() 8. THIS DESIGN INCLUDES THE DESIGN OF THE FOVNDATION AND SELECT MEMBER 1—PLY 2-PL.Y 3—PLY CONTRACTED MtMBERS ASSOCIATED WITH THE FOUNDATI�N SYSTEM. ANY — SUB—FLOOR SHEATHING SHALL BE MINIMUM THICK(�IE55 5/S"SHEATHING CONNECTIONS CHANGES FROM THIS DESIGN WILL VOID IT. THE ENGINEER OF RECORD SHALL BE SHALL COMPLY WITH REQVIREMENTS AS SPECIFIED IN 2006 IRC REFER TO TABLE R5031 2x )OIST LVS LUS N/A NOTIFIED OFANY CHANGES IN THE DESIGN OR OF UNEXPECTED CONDITIONS ENCOVNTERED. — PORCH AND DECK COLVMNS SHALL BE 3-2X4 HF#2,4X4 HF#2, OR2-2X6 HF#2 MINIMVM '('( 7/g" M.L. HV (MAX) HHV54�0 HHVS5.50/10 CV N O ) A�TTACH TO FOVN�ATION VSING APPROPRIf�TE SIMPSON AB POST BASE OR 9. ALLCONSTRVCTION SHALL COMPLY WITH 2O06 IRC,ADOPTED EAGLE COVNTI' EQVIVALENT. ATi"ACH BEA��IS VSINGAPPROPRIATE SIMPSON COLVMN TO BEAM T)I 210 IUT, IUS, OR ITT MIU N/A • AMENDMENTS AND MANVFACTVRER SPECIFICATION FOR RESIDENTIAL CONNECTION OR EQUIVALENT INSTALL PER MANVFACTURER SPECIFICATIONS CONSTRVCTION -ALL BVILT-UP 2X COLVMNS SHALL BE NAILED AND/OR STRAPPED PER CODE AND HAVE'/2" TJ I 360 I VT, I VS, OR IlT M I V N/A 10. DESIGN LIV� LOAD� MINIMUM EXTENDED BEARING EA SIDE C�J,N O ) ' ALL HANGERS TO BE SIMPSON STRONG-TIE OR STRVCTVRALLY EQVIVALENT ROOF SNOW LOAD: 80 PSF FLOOR LIVE LOAD• 40 PSF - STAIR STRAPPING SHALL BE INSTALLED A MINIMUM OF 6"pOWN EACH STRINGERAND SHALL SEISMIC = ZONE B WIND LOAD = T05 MPH, 3 SEC GUST EXTEND A MINIMVM OF 6" HORIZONTAL ON ALL LANDINGS - FOR TJI JOISTS VSE APPROPRIATE HANGER WITH RESPECTTO THE EXPOSVRE B DEPTH AND WIDTH -ALL HANGERS SHOWN ARE A MINIMVM (V.N O ) INSTALL PER HOME BUILDERS MANVFACTVRER SPECI FICATIONS AND CMAX) WHERE APPLICABLE. A S S O C I A T I O N - SIMPSON L590 ANGLES MAY BE UfILIZED AROUND ANGLED STAIR OF METRO DENVER FRAMING FOR SPANS 514'-O" �- " MIN 3"X"I"I"I/�+" EXTENTOF HEADER(1YV0 BRACED WALLSEGMENTS) Pp0 RE��s NET HEADER - EQUIVALENT BCI JOISTS MAY BE USED IN PLACE OF Tll )OISTS REFER TO �,4�:••s'g��••��F,p (ONE BRACED WALLSEGMENT) MANVFACTURER SPECIFICATIONS FOR SPANS AND SPACING y� �Py FjF,�;<``o FASTEN SHEATHING TO TOP PLATE CONTINVI7Y � HEADER WITH Sd �OMMON z�T018'(FINISHED WIDTH) REQUIRED PER R602 3.Z �` �'' NAILS IN 3"GRID PA7TERN AS '° � • SHOWN AND 3"O C IN ALL { —,-, ;� �.— } ; +�++} __SHEATHING FILLER IF .e�ti� �� �D.�`���'� . FRAMING CSTVDSAND SILLS) +�+ a + + + + { � + + � + i �li NEEDED Q �N �-�,P � �t3 + � � + 1 �� + f + tt ++ ; � �^,w,�,,w;�,'�^'^'� . �+��+ � •�• � �� . i.�. T6� SINKER NAILS IN 2 8�� ;�;� �; � �� Y� .1'�" ROWS C�3"O C 2—#5 TO P � 0 , TO00 LB HEADER—TO—)ACK—STUD .. �.. � �� .�� �.f: - & BOT1"OM w � C� STRAP ON BOTH SIDES OF '�'I � �•�" �� �� •I'I I•�• � Q � OPENING CTYP) .�(.� . �.�. ��� � �� .�.� �.(. 1000 LB HEADER—TO—JP�CK—STUD =111=111=11 �/ `I"� ���. �� ' ��� �'�" STRAP ON BOTH SIDES OF OPENING I I—IT��)I I.� ' ' � L� ' BRACED WALL � — — _ — '/z" � ANCHOR BOLTS IF PANEL SPLICE IS NEEDEp IT •(•� �•�• �� �� MI.� �.�. (REF NO LSTA24) _ ---- �„j Z O SEGMENT PER =111=111=111=111=111=1 E-- SEPARATE SLAB FROM FOOTING C� 6'-0" O.C. 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CH A D S ALL C 5 D o ___, � � ;�,1 ,�.: �1 �� �IY� �,�. WALLS HAVE BE SET IN PLACE FOR �' ' ' W —' � O NO OFJACKSIUDS PER AtY� � � �•�• �} �� •�•� ��AE• LATERAL SVPPORT REFER TO ARCHITECTURAL � `J �.J TABLE R502 5(1&2) ;f� �"�: �� �� ;�:� �,��. PLACE PAD ON VNDISTURBED = v1 AIw� ���A �� �� •�•� �•#, SECTION E--E INDIGENOVS SOIL OR PROPERLY 16„ �-n,P� DRAWINGS FOR LOCATION � (�,� .K� ���A � �� .j..� �AA SCALE� �/2��=�� COMPACTED APPROVED FILI. OF BEARING WALLS. CTl'P) � --� MIN WIDTH BASED ON 6:1 ,�, �. �� }� ��_�fi �:�. O � HEIGHT—TO—WIDTH RATIO� FOR . . � •. � � MATERIAL. EXAMPLE: '(6"MIN FOR 8'HEIGHT a a • • , • . � Y a • , S ECTI O N D--Q j� W � � a , ` • ° .d e • v � • • M IN. 2"X2"X3/16" ' � PLATE WASHER BEARI NG WALL 2-#5 Ti�P SCALE•�„ , � tl ��i.�t ��ll��LK����� i�2���A307 OUTSI DE ELEVATION 51 DE ELEVATION � BOT�OM ANCHOR BOLT �� CnP ) FINAL GRADE 6" MIN. ro�ed�s Submitt�d � � as Noted '� �� ro TO SLOPE T0� '/z" � ANCHOR BOLTS 8 '/z" � ANCHOR BOLT � p / 8" C� 6'-0" O.C. EMBEDDE� C� 6'-0" O.C. EMBED . SHORT RETURN B1ZACl NG �MPORTANT CODE REQUIREMENT: #4AT18 O.C.E.W. IN MIN. 7" INTO COf�ICRETE MIN. 7" INTO C4NC _, p ..D ONLY FOR VSE ON HOMES WITH FULLY � FLOOR SYST M W�Tf—i 0 VT H O LD-DO W N S SHEATHED PLYWOOD OR OSB EXTERIOR CENTER OF WALL � WALLS, PER IRC R602�O 5 � FINAL GRADE 6" MIN. � FINAI. GRADE 6" MIN. SCALE v=��=��-o° p �TO SLOPE 10% �TO SLOPE 10% �� .� 6leier & Associates �0 2-#5 TOP ?-#5 TOP Engineering Services, LLC REFERENCES REr- # REFER TO SOiLS REPORT #4, GRADE 60, Z & BOTTOM #4, GRADE 6Q, z z � BOTTOM #4, GRADE 60, z FOR SLAB PI.ACEM�ENT DOWELS C� 18" O.C. � DOWELS C� T8" O.C. � � C� T8" O.C. � BLEIER & ASSOCIATES ENGINEERING SERVICES, LL.0 08-0135-01 7304 S. Alton Way, Suite 3A, Centennial, CO 80112 N N � � Phone: 720-200-6600 Fax: 720-200-6601 WM H EI N ASSOCIATES SVI I RESI DENCE 4" VOI DFORM email: baes@baes.biz . . . � � REFER TO SH EET T � O � FOR DRAIN DETAIL REV DATE: D BY Ep DEBY N CHBYKED COMMENTS: �'� O0� WM H EI N ASSOCIATES #4 C� T2" O.C. #4 C� T2"O.C. REFER TO SOIL REPORT FOZ _ LONGITVDINAL ,�6„ �-n,P� LONGITVDINAI. �6„ �-n,P� DRAIN DETAIL RECOMMEfJDED SVII RESIDENCE � S ECTi o N A-A S ECTI O N B-B BUT NOT REQVI RED. S ECTI O N C--C 2570 BAL.D MOVNTAIN ROAD c�/� EAGLE COUNTY, COLORADO J . SCA�E 1/2"=1' SCALE•1/2"=1' SCALE:T/2"=1' 0 07/z3/OS SDB SDB 15B AFC PR0IECT#: OS-0135-04 DATE: 07/23/2008 NOTE: VNLESS OTH ERWISE NOTED, ALI. CONSTRVCTION SHALL COMPLY WITN 2006 IRC, ADOPTED EAGLE • 4'-0" 25'-4" 12'-0" COVNTY AMENDMENTS, AND MANVFACTV �z�-s�� �z�.-a�� SPECIFICATIONS FOR RESIDENTIALCONSTRVCTION STEP TOP OF FOUNDATION SEEDETAIL4 • NOTE: THE TRUSS DESIGN FOR THIS PROJECT HAS NOT YET BEEN REVIEWED. THIS DESIGN IS ADEQUATE FOI� � _ _ _ _ _ _ ESTIMATED DESIGN TRVSS LOADS; HOWEVER REVIEW OF - - - - TNE TRVSS DESIGN BY BLEIER & ASSOCIATES ENGINEERING � - - - SERVICES IS STI LL REQVI RED PRIOR TD CONSTRVCTION. ` 16"WIDE x 10"DEEP COfdCRETE ' I °; � r \� FOOTING W/2-#4 PI.�CE ON I � — �' — I I C�,, UNDISTURBED SOIL C1YI) � II � l I — — � � � — — — — — � � g � I ( � - - - - - - — � I I ol'�I � - - - - - - — � � �\� � � � � EXISTING ° � GARAGE I I � � ` � � � MINIMVM'/.�%STEEL REINFORCEM NT I ' i N 3'_p" GA RAG E � �� SLOPE A MINIMUM OF'/a"/FT REA6 TO I `y � i I U T' I ��\ ENTRANCE O I � � � � i o��� � � ' ' � � �; � o � � I I � I �o � � Z 11'-7" 8'-1" 4'-4" 7'-8" 3 O 7'-3" 4'-4" I � o � Q � � I I N ����1 ( I �. ; v i. u.. �t - - - � p O � �� � � � �`� I (p � ` \ Q �' � � � z d LJ <-- ` USE 2-#5 DOWELS T&B p � . �o — — — - X Q �3 "' �"' �'� EPDXIED INTO EXISTING � p iy � � �y � �, CTYP 14 LOC) w w — — w Z � � � — — — — — � � � _ _ zo3 � _ _ �, �, — — — — WzZ � � � — — — \ — — — — — �� I �NEW , � � ] � n I `� ° I FOOTING � I ( o � w Q I ! i � `" I � � � PORCH � � I � � � ��� � i ;� i � MINIMVM�/.��S7EEL ; �-j,N HOME BUILDERS ,.' � r i REINFORCEMENT I I j � A S S O C I A T I O N � — — — — � �. � , I j OF METRO DENVEI� � _ _ _ � PLACE SIDE WALLS PRIOR � � ____ ___—__,_ ___ __I � � I I 70 PLACING NEW GARD�N � � � I �' � ' ` / — — � .- , � , 8'-0" 4'-3" ° I I LEVEL FROST WALL , u, ----------------- � 16"WIDE x 10"DEEP CONCRETE � ' I I I FOOTING W/2-#4 PLACE ON E ' UNDISTURBED SOIL C1YP) � � ' i / N I I � �4, � I g �,N i�' `O I f /, I � ;o � ;� � I I j I � � �-. � � � � � � � o �` � � ! � .- � � — — , , � " i - - - - � ------- � � Q , - - - - --� � - - �„ c� � � � � �1 � � � � � � � - - - - - �' - - - � � � �., � C� o� , , = � _ � i +� �J � ._._� � � � � � � �i 10" b'-10„ 1,_4„ 4„ 18'-4" 1'-8" `,P`'� (� � � , I I I 4,_b„ ��_p�� 20'-4„ L� P`� . � I�.a � � � I I � ..� � � FO l/N D.�TI a N P LA N C PA RT �-�( � w C) � I , — — — J I � sca�E �i4��=T'-o" � � � FIELD PLACE NEN FOUNDATION IF VERIFYALL DIMENSIONS WITH ARCHITECTVRAL DRAWINGS �^� a--� � ' I REQVIRED DOWELAND EPDXY NEW REFERTOARCHITECTURAL PLANS FORADDITIONAL DETAILS � "—°" O °i FOOTINGANDI'VALLTOEXISTING � � � W/#4s C�18 O C AND 1-#4 VERTICAL � („/"� � N ir � ' NEW FOOTING � _ � Ll� °' _ _ — — — — � 48" M I N. � ,� m o � Qa��RF��s�. � � � o ,,...... � /+,_0„ 8„ 5,_8,� 8„ 5�_p" 11'-4"FIELD VERIFY � p�•,,�•�y s.8(F,j•�f;9 �r �_I_.1 V;'� F�¢��p ` Y : �: 3 FC�VN DATIOf�f PLAN CPART 2,--Z7 �� ' � ••� sca�e �is��=��-o° �5,0 ��`��c. .. .• NAL VERIFYALL DIMENSIONS W1TH ARCHITECTVRAL DRAWINGS ���y� ���� ��T��� • „��� REFERTOARCHITECIURAL PLANS FORADDITIONAL DETAILS � �� i:r �u �" �-' Approv�i�s�ubmitt�d C] Z � � Q Appro �d�s N�t�t! i� , d � , Z � �' � � �L � \ z � � � - � ���" ��� � ��� � � m �� �'"� ������ �� ��, �EFERENCES REF# 3��6 � BLEI ER & ASSOCIAT�S ENGI N EERf NG SERVICES, LLC OS-0�35-01 ���� �• ���•�� ���9 ����� ��g ����������_ �� ����� COLVMN BASE SHAL.L �hs���: �'2�-�#��-���� ���: ���-����� BE R '/4" MINIMVM 2-#5 TOP & BOTTOM, WM HEIN ASSOCIATES SVII RESIDENCE �s��m�: �����k��a��.�i� ATfACH TO FOVNDATION W/ DETAI L #4 EXTEND 30" PASTSTEPS TRVSSMANVFACTVRER PENDING REVIEW �2� �iZ�� � A307 A.B. OR BETTER FOUN DATION STEP REV DATE: ��FTE� DESIGN CHECKED COMMENTS: V�IM H E( N ASSOCIATES BY, BY, B1', P05T TQ FOUN DATlON DETAI L CSTEEL) SCALE T/2-�=T� SVfI RESIDENCE scA�E T��=T� 2570 BALD MOUNTAIN fZOAD � S�/� EAGLE COVNTI', COLORADO • O 00/OOI�S SB SDB )SB AFC PROJECT#; 08-0135-04 DATE. 07/23/2008 NOTE; VNLE55 OTHERWISE NOTED, ALL CONSTRUCTfON � NOTE: THE TRV55 DESIGN FOR THIS PROJECT HAS NOT ` - � - -� , • YET BEEN REVIEWED THIS DESIGN IS ADEQVATE FOR I SHALL COMPLY WITH 2O06 IRC, ADOPTED EAGLE ESTIMATED DESIGN TRVSS LOADS; HOWEVER REVIEW OF I-----_— - - -- - - --�i -- -----__