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Home My WebLink AboutB12-0029 REV1 plans approved �,��1 ST,�T -c� � � W �- � � � o U� �� n 'r' W = D Nc---�T. � � �7 (Ii � p O � � s � � o tii�.��r� ��d� A A.5 B C E F F.5 G G.5 H I J K K.5 L L.5 M N O P P.5 Q Q.5 R S OU OV V.5 W W.5 X Y _ _ - - - - - - � i ♦ / _ _ _ _ _ - 0.5 � I I � - - � � I � D4 � � � - � .�� u_� - - - - - - - - - _�-� - - - - - - - - - - - - - - - � ii - - - - - - - - _ -. �r - � 1 .25 _ � __- � _ - � }-� _ � I I �� i 0 - � � I � � I � � 1 .5 � �� - � � � � � � _ -� � _ . _ 1 .5 � �� -� ,; � 1 .75 � � 0 PoRTioN oF �E� I;�I I HELPHE�ISTINE VVHITE � + BE ��, N�EL- � REMOVED OR �� --��,_ 2 _ � 003 002 INSTALLATI N O� ��I ir-- - -�i � M I NTYRE � � � BEaM i: ,; ;, � ,� _ ,�- � � � �� ; i� � ooa � �I------�, /� � � �'�� '��--_-;�� - �� ` D32 � j� - D32 � � ,� � �-- � � 2.25 � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � D31 �� D31 32 � � D3 � ��'��3L � i - - - - - - - - - - - - - - - - - - - - - - - �: :� � � �� o o � � � o o � ��'; , � ❑ W i o O � O o � � o O O � o � � �� i PROTECT(E)TELECOM -�^ /E1 C�RRI � �IPMENT D RIN 2.cJ � / � Q 1 / OVE EXIST ACT CEILING �_ D E M O O F S T A I R � 0 005 D� D3 � � / I RE: ELE TRICAL DRAWING FO °o 0 0 (E) KITCHEN 2J5 � REPLA EOMENTTERBANK w N °o o �I W��D� II I I� 015 I � w J ;'� I i �� (E) STAIR O / I � I 1 PAIR OF WASHER/DRYERS I � Ol 0 Q D3 ' TO BE REMOVED. CAP � � � V - � I O CORRIDOR U SERVICES PER CODE � _ 3 I J (E) MEC . (E) BREAK (E) LAUNDRY �E� �0 8 � �.T.� � I oob w ROO ROOM ROOM � ❑ � � / . • • oo� I �� 3.5 � �J I DASHED LINES INDI�ATE � PORTION OF (E)SLAB TO �� O I (E) D007 REMOVED FOR NEW 6 I � I � _ _ _ _ _ _ FOOTING, RE: STR T. � � ^ - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - �l ---- --� 5 � � F-I � - - - I � � - - - - - - - - - - - - � - - - - - - - - - ,.,/ - - �-___ -___-=-______- -- - -- � � -; � -- -- � � 4 � - - - - - ,� _ J � � IL =l' j I � - -- ---- --__-=__-_-__-__-__--__-__-__-__-__--- I � w I � � � \ `� II � I I � REMOVE (E) BASE, AWSCOTT, � -��I II i � � � EMERGENCY LIGHT,AND STROBE � i � REMOVE(E) DOORS A D i �� - - � � � � D4 � � ` � AND STORE FOR REWSTALLATION. � I STORE FOR REINSTAL TION. ' � � � � O � EXIST. BUI DING OUTLINE ABO E �'�� I � I I \ PRESERVE (E) CABL�, DATA,AND �'- �-� !_1 � �I � � � � _ � POWER AND DEM� (E)WALL. I I �I � � � � 4.4 ' � �1 � � � � � I I l� - � � � �� - - - - - - - - - - � 4.5 � � M-� � REMOVED(E) DOORS AND DEMO � I I O I I I RTIC3P�OF W^��Cn^T��- � � O ~ I � - - - - - - - - � � - - - � � - - - - - - - - � r - - - - - - - - - � � � � - - - - - - - - � I 3 � � SALVAGE (E) BASE AND I I �I I � 4.6 � � �T� �� 1 I _ J L _ _ J L _ _ J � _ _ J I - WAINSCOTT FOR REUSE. ��E� OFFICE � W 1 � J L - - J L - - J L - - + �. I � � I � _ - - II�� i� r I Ol 4 4.7 M�� IIIIIIIIIII� � / I I I OFS(E�SLAIB TO BEI SAWCUTTFORS IIIIII I NEW FOOTING, RE: STRUCTURAL I I 5 I • • � � I I i ��I I I i I I i i i i I I D4 I i i REMOVE (E) OPERABLE WALL AND I I I I I I I I I I' i i i � � � i i � � � STORE FOR REINSTALLATION IN (E) � I1 L�-=� i � � I I LOCATION , I i i z � � i ii -- V, N � I REMOVE (E) BASE AND WAINSCOTT I I i i i � i i � ,,, � o � � I AND STORE FOR REWSTALLATION. � o " i � i DEMO PORTION OF (E)WALL AS I ? LL > I N D I C A T E D F O R N E W F O O T I N G � z � � � w I � BELOW I � � a � � 0 I I I REMOVE (E) CARPET AS REQUIRED I � � o Z ^ 5.25 �\ I � oR�o,aN � 5.5 ` � - - � � I REWSTALLATION I � w � Z � � - - - - - - - - - - - - - - - - - - - - - - 1 � � wZo 5.5 � i (E) WILDWOOD T � I J ` w ROOM � ¢ Z J � I EXTENTS DEMO WORK WITHIN � � 5.75 I - f- Ol 3 BUOILD NG EXDPA SIONR NEW EAST O � � - - - - - - - � � - - � � - - - - - - - � � il'\ L - - J � - - J � - - J L - - � � � 6 -�; ,� ('1 (� �� -- - � ' -� - -- '-_ __ �� ,� �� , �� __ -- -- ( ; �;' -� � � 2 ASI #2 04-25-12 ` � I BUILDING PERMIT 02-23-12 \ � �� DD PRICING 10-31 -1 1 SD PRICING 08-08-1 1 8 I I g PRICING 3-9-07 �/ 90% COORD. SET 1 -19-07 / ' DD 12-04-06 � SD 09-06-06 ` \ � ISSUED FOR: DATE: � � � / � � . G SETBACK LINE / ��a� ��D,�, \ �- -� PROPERTY LINE / �� / � � � ��CI�ARD P. o � �hri�l�ICK, J�. i � ,�� r� 3�3�56 � \ / / � �� S�� ;`� A B.l � D \ E.9 G H.l 1.5 J.9 L M.l N.5 0.9 Q R.l T U.9 W Y Y.l O O O � \ / / THESE DRAWINGS AND SPEQFICATIONS AND THE / / IDEAS, DESIGNS AND ARRANGEMENTS \ / � REPRESENTED THEREBY ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT, AND NO PART / THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED W CONNECTION WITH ANY ` / WORK OR PROJECT FOR WHICH THEY HAVE BEEN \ / / PREPARED WITHOUT THE WRITTEN CONSENT OF ` / THE ARCHITECT. VISUAL CONTACT WITH THESE / DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF / ACCEPTANCE OF THESE RESTRICTIONS.WRITTEN \ / / DRECED OCE OOVERESESCAA DINGDIMENSIONSE / CONTRACTORS SHALL VERIFY,AND BE RESPONSIBLE / FOR ALL DIMENSIONS AND CONDITIONS ON THE \ / � JOB,AND THIS OFFICE MUST BE NOTIFIED OF ANY BAS E M E N T D E M O L I T I O N P LAN 2 �AR�AT�oNS FROM THE o�MENS�oNS ANo � NORTH / / CONDITIONS SHOWN BY THESE DRAWINGS. D2.0 SCALE: 1/8" = 1 '-0" w � � w z � �� EXTENTS OF UNIT DEMO ADDED TO � ` � OVERALL DEMO PLAN BASEMENT N � DEMOLITION PLAN � � DEMOLITION KEYNOTES: (E) CONSTRUCTION TO BE REMOVED EXISTING PILASTERS AND DISPLAY CABINET TO BE EXISTING MECHANICAL ENCLOSURE TO BE REMOVED. REMOVED, EXISTING BREEZEWAY ROOF COLUMNS TO p� EXISTING STORAGE CLOSET TO BE REMOVED EXISTING FDC TO BE RELOCATED PER FIRE PROTECTION EXISTING ROOFING,SHEATHING AND RAFTERS TO BE EXISTING ROOFING TO BE REMOVED TO REMOVE AND STORE EXISTING CABINETRY UNTIL (E) CONSTRUCTION TO REMAIN D3 REMOVE (E) DOOR AND FRAME. D6 EXISTING WALL TO BE REMOVED. D9 EXISTING GYP. BOARD CEILING ABOVE TO BE REMOVED ��2 REMAIN AIR INTAKE IN PILASTER TO BE REMOVED PER O ��8 DRAWING. EXISTING FLUE AND AIR INTAKE TO BE D21 REMOVED BACI<TO EXISTING LOFT EXTERIOR WALL �24 EXISTING ROOF SHEATHING. p27 REMOVE AND STORE EXISTING DOOR UNTIL p30 UNIT REMODEL LAYOUT IS FINALIZED AND PROTECT ADJACENT CONSTRUCTION FOR INSTALLATION OF NEW FLOOR FRAMING RECONFIGURED PER MECHANICAL DRAWINGS O O UNIT REMODEL LAYOUT IS FINALIZED AND O APPROVED BY OWNER. TO REMAIN. MECHANICAL DRAWINGS APPROVED BY OWNER. PORTION OF (E) EXTERIOR WALL TO BE REMOVED. PORTION OF (E) EXTERIOR CONCRETE EXISTING BUILT-IN TO BE REMOVED. FIREPLACE HEARTH PORTION OF EXISTING CEILING SHOWN ABOVE SHOWN � D7 EXISTING BALCONY AND EGRESS D10 AND MANTLE TO BE REMOVED AND STORED FOR EXISTING WINDOW TO BE REMOVED. REMOVE EXISTWG CAP FLASHING AND FLUE REMOVE AND STORE EXISTING APPLIANCES (E) KITCHEN TO REMAIN D1 PROTECT EXISTING CONSTRUCTION TO REMAIN. RE: D4 WALL TO BE REMOVED. PROTECT � � p�3 EXISTING PLANTER BE AND SITE WALL TO BE REMOVED Dl b EXISTING BREEZEWAY HALF WALL TO BE REMOVED FOR D19 D RUCTDURALBBEAM OVED FOR INSTALLATION OF NEW D22 TERMINATIONS TO PREP EXISTING CHIMNEYS D31 STRUCTURAL AND MEP FOR COMPONENTS IN WALLS TO EXISTWG CONSTRUCTION TO REMAIN LADDER TO BE REMOVED REINSTALLATION/MODIFICATION TO NEW WAIL NEW ACCESS TO EGRESS WALKWAY O D25 FOR NEW EXTENSIONS TO OVERFRAMED ROOFS. D28 UNTIL UNIT REMODEL LAYOUT IS FINALIZED O REMAIN AND BE DEMOLISHED. CONFIGURATION AND A R ED BY W R. PORTION OF EXISTING BREEZEWAY ROOF TO BE EXISTING MECHANICAL EQUIPEMENT AND EXHAUST TO REMOVE EXISTING SIDING AND BUILDING WRAP TO EXPOSE BE RELOCATED TO NEW MECHANICAL SPACE ON 4TN EXISTING DECK TOPPING TO BE REMOVED TO EXPOSE EXISTING FLAT ROOF MEMBRANE AND INSULATION TO REMOVE KITCHEN SOFFITS ABOVE. REMOVE AND STORE EXISTING FIXTURES UNTIL REMOVED FOR NEW EGRESS WALKWAY CONSTRUCTION. (E) BATHROOM TO REMAIN D2 PR PARAT ONL OF NEW SHA TOWAL CONSOTR CTIO OR D5 EXISTING STAIR TO BE REMOVED. D8 LOWIWALL TOO BE EMOV DAND Dl 1 STIORED FOROREINSTALLTION TO BE REMOVED AND D14 �� FLOOR. DUCTWORK TO BE EXTENDED PER MECHANICAL D20 FLOOR SHEATHING. REMOVE DECK RAILINGS. D23 BE REMOVED TO ROOF SHEATHING AND PREPPED FOR �26 �29 UNIT REMODEL LAYOUT IS FINALIZED AND D32 EXISTING ROOF DRAWS TO BE REROUTED FOR NEW NEW MEMBRANE ROOF INSTALLATION. APPROVED BY OWNER. ROOF CONFIGURATION, RE:A8.4 DRAWINGS �,��1 ST,�T -c� � � W �- � � � o U� �� n 'r' W = D Nc---�T. � � �7 (Ii � p O � � s � � o tii�.��r� ��d� A A.5 B C E F F.5 G G.5 H I J K K.5 L L.5 M N O P P.5 OQ Q.5 R S OU OV V.5 W W.5 OX Y 8'-8 1/4' 8'-8 1/4' 8'-8 1/4' 8'-7 1/4' 8'-7 1/4' 8-8 1/8 8'-8 1/2' 8'-8 1/2" 8'-4 1/2" V.L F 7'-10 3/4" 7'-10 3/4" 7'-2 1/2" 7'-10 3/4" 7'-10 3/4" V.L F. V.I.F. 7'-10 3/4" 7'-10 3/4" 7'-2 1/2" 7'-10 3/4" 7'-10 3/4" V.I.F. V.I.F. 7'-10 3/4" 7'-10 3/4" 7'-2 1/2" 7'-10 3/4" 7'-10 3/4" V.I.F. V.I.F. 7'-10 3/4" 7'-10 3/4" 7'-2 1/2" 7'-10 3/4" 7'-10 3/4" V.I.F. 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FOR ELEVATION ' ` AND SLOPE TO DRAINS. PROVIDE SLAB f r l DOWELS AND RE. SEG. �/53.1 AND 3/53.1 v H55 4X4XI/4 6" X I'-O" GONGRETE � STONE LINTEL STEM WALL WITH (2)-�5 /�� SUPPORT TOP AND BOTTOM, �5 AT 1_J RE� ARGH, MID-HEIGHT AND x5 AT �� I'-4" VE AL TYP. �� ^ A . � C E F �.� G- I=I I J K L �.� I"f N O P . Q U �/.� ( LU ) l.U. ( X 1 Y H 8'-8 V4- �'-i0 3/4" 'I'-i0 3/4" �'-2 V�" "1'-i0 3/4' "1'-i0 3/4" H'-8 V4" b'-8 V4" '1'-i0 3/4' T-i0 3/4" "l'-� i/2" l'-i0 3/4" 'I'-i0 5/8" 8'-� V4" H'-� I/4' l'-10 5/8' l'-10 3/4" l'2 I/�" 7'-10 3/4" "1'-10 3/4" 8'-8 I/8" 8'-8 I/2" l'-10 /4" 7'-10 3/4" l '� I/ �._i0 .. �'-i0 3/4" 8'-8 5/H'.Y8'-4 I/2" '1'-10 3/4�''-�O 4" B'-'1 �/ib" �u i � i i i i i i i i i i i i i � i I i i i 5._p.. X I'-2�. i i i 4'-O" IX I'-O" WS�°� B 3XI/ I 53.1 I' FppTING WITH ^ H55 �FX4XI/4 � STONE LINTEL � � � 0 (LONGBAON�OS i i � _ - _ I I _ - _ I _ _ _ �_. _ - _ _ _ _ - _ -. _ _ _ _ r _ _ - __ _ - _ _ - _ _ _ - , - �_ _ _� - - - - - - - - �- - - - - AT I'_O" TRANS. M I I � i i ' �.�, i EPPORT i FOOTIMG WITH � � i I9b' "] _ i _ ARGH. - - _ _ _ _ _ - _ - _ - _ _ _ _ _ __ _ _ _ I (5J-�5 TTOM _ - - - - - - _ I �ON D S - - - - . - � � - � � - - - + + � b�_-�•• � � 8-4 I/8' � � � �4 � - " � � � � � ' io is H55ax XI/4AT r-o• rw�,ris. I - - ry - - - - - ry � - ry -� - - - - 78�-�,.j - - - �-- - - - - ry - - - - - - ry - � I ry _ m i i i i i i i i WITH BR3 - WALL - - H55 X4 I/4 - ' ' - - - Q r �� H55 X4XI/4 53.1 '�•� Q' 8'-4" I Q STEP Q Q WITH BP� Q 55 4X4X3/Ib � � 0 � - STO E LINTEL H55 4 4XI/4 I � I i i i � �ITH BP4 � � � � � � � � I � � i 53.1 H55 X4XI/ �PP�RT ', 7�� . � [2Lb'-10 _..] ' _ _ [88._�i..]_ 8H'rl0 I/2 i [88' ] _I- - - - I88'-10 I/2"l IB�b'-4'] 8_IO L2" �' � - - - - - � - - �- - - - T - ��1- ��- - �� - - �- - � -� _ i P3 .. i '� i STEPFOO� NG - - - -� - - - �� - - -� -� - - - - �0- - - � - - - -� - � �' I WITH _ ___ _ - - TO MATG � � �__.___ , - I e��+.RCx- - - - - - - - Uoo' xisnNG t �--�_� 4t_ --m --_-,_------ I ry - _ _ _ _ _ -. TY . 'I�-��. H55�4X4XI/4 I _ _ _ _ _ _ _ __ _ __________ ___ ___ _ _______' I I � I 'y� WIT BP3 lr`� �.�� - -- - -4- - - -I - - - i - - - � - - �- - - - i - - - i - - �- - - �- - - - -��D2- -�q�2Y - - - - - - - - r �' _ - �-___i__��_ H - -. ILHS X316 _4XX�XIL - - - - �8� �-iL - - - - -_ - � - - - - - - - - - - - - - - � _ � I I I - - JI ' 1 I� __� 5 X4 ITH BP� r - � f' '7 --T I X4X3/I Y'�STfP- Tii4G i i � i i� i �� i �95'-O' i i i i i W ZL H�5 4X4�1/4 i .2 � - _ _ _ _ _ _ _ _ • _ _ ___ ___________ - _______ _� _ _ _ _ _ _ __ _ - ,_b„ - � � . _1 WITH BP4 - _ _ _ p WIT BP� _ _ STFeI. _ - _ � _ - �TEP WITH BP4 - TO MAT H EXISTING A �Tl i -� - -�- - - - � - - � - - - � _ � _ --- - - - -- - - - - � w ._ . - - , - , , �.� - - - - - - - - - - - - - - - � - � - � - � -�qe----- --� - � - - - _ _ _ � � L - - - - - - -- - - - � � i i � � � �_ - _ -�_ _ i 98'- � . '-6" � 53.1 'i [99._�..-� �i - - - - i _ i - _ _ _ - _ _ _ - - - - _ - - - - -i - � . Q � � � � � � r � i m WALL � � � � �a � i � � �' - - - - - - - - ' Hx 8XbX3 8 Hx 8X6X3/8 Hx X6X3/8 ' � - - - - �X - - - -' - - - � � � � �`� � - - - - ry J � - 1 �� I _\J 'fl - - _ + _ _ � _ - _ � _ - _ _ � _ - _ -�- - r - �STE _ _ _ � �� Taq _p�- i _ - - _ - _ � - -_ _ � ._ __ _ - _ - _ - - - - _. � 3 ... � 69LUMN _ _ _� __L �.} _ _ _-� - -� -.. - �GC3:�h._ _ _ -i!L - l i � - � - - - � i _ _ _ _ _ I _ _ _ _ _ - ��lll . WITH BP6 i O WITH BP6 �.�� rT 1 2 i _ - _i- _ - _ - _ _ - _ - _ - _ - _ _ I - t - .J r , (�1l'-O"� . _ . � r 531 c. C i i H55 X3/B .� I8" FOUNDATION WALL I � `D w - , � � - - - - - - �- - - - - - - �s-ax��h , , �- �- �` � �b � 53.1 � - - - - - - - - - � - WITH P4 � H55 4 X3/16 I r�`� GOLV W iWITH �5 AT I{-O" VERTIGAL (_� I ry � AND �5 AT IJ O' HORIZON�fAL ;._. I , Q H55 4 X3/I6 � ' � �9l'-O") : ry � � � 6 � � WITH P4 � � �� 53.1 NOT�� REMOVE WITH P6 � I r � � � i i - � I WITH�4 �i � � � I I 6 I I � '...-. I ' .. .. -..� .��r . -(Q EXI TING FOOTING _ . .. :^ . ._'.,�s.r�� _ � � .'-- /�t�� .� -�, i NEW 4" GONGRETE I � � � �/ r � � i i r _ _ _ _ yf � I i I 6 � i � HSS 4�C4X3/16 i - i i I � I I i I i i I � I ?J" FOVNDATI N WALL �� AND� STEM WALL IAS i SLAB-ON-GRADE i �O�✓IDE p5 X 3'TO" I r 0 � �� . r._�,. 6 WITH P4 � � � ��---� ITH �5 AT I'�" VERTIGALI FOG�T N�yS. TRYP. I TO MATGH EXISTING AT 1 O" (DRILL ND I m � i i � L J � � � r _ _ , L - - J � � �ND �5 AT I'-Q' HORIZONTAL�� EPO�Y 6" INTO � � 6 , , , ry r � ' i i , i EXiSTING WALL (IYYP. � � i i i � i i � i i � - � i i � i i � i i �� I.�. , i i AT LL LOGATIONS � �V -2 b'�G71 - - - � - - - �-- -- -I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I i OB ... - .. . , .,.I ..... -. .. .`�_`� b8 101/2° W�HE�E NEW � O _ � - - - - � WAL S - - - - - - - - - - - - - - - - - - - - .- TOPOF BU� EXISTINGJJ - - - - - - - - - -� � - � - � � , � � � C � E� � L I i i , � � , , �i- - _ - -� � i L i J � EXISTIN � � � ' � H55 X4XI/4 ry � I H55 8X4�X3/8 � L - - - - - J E � - - E � '�' S�AB i I �_ �� I O I � GOLUMN WITH BPI G � � 10 STOryE LINTEL � I HSS BJ�WX3/8 O I � I '- I T � TYPIGAL AT GRID I �S� m � i SUPPbRT � i i GOLUMW �b � J, I _ _ ■ _ _ - _ __ .__- _ _�_. .. _ � _ _ �_ _ � _ �_ __ _ �- ' .- _ 2.� � � 7 3 i iY2E. ARGH. I I �.� U.N,O� i i NEW 4" GdNGRETE i p.��TH BPS 53.1 ' i NEW 4" GYNGRETE i � I i � � i i I �� _ i I SLAB-ON- RADE _ 53� SLAB-ON- ADE I � - Q� - r I [103� "I_I� I I I � TO MATG EXISTING �D TO MATGFj EXISTIN6 � � i i V�RIFY� IN FIELD TO � � � � _ -}- _ - _ _ _______ _______ i . . _______ __________ _____ __ �_ � � i � � � � I � � I I � � PART�ITION UWAL SITH HSS 4X4X1/4 �' WITH BP4. REMOV I O � - I � I f,� I _-_--1 I � 99'-O" � i i i I ��' REPLA ESSOL DA D �� I m � O � TOP OF ABOV RE. ARGH. �� TOP OF FOOTIN6 i � � m n , ,� �oo+-io° o Ip0'-i0" ' ' I i (EI-SLAB � � � � g I , I „ I , I p � I , � , , � � � , , � � I � � � - � � U .i'-4'] � � f� � B Uor-a•] " � �'-i° �'-r �•-io" i2'-o° �'-r �'-o v�° �._ i2'-o v2° '-� �nb•� ;p Fii � '- - - - - - - - ' - - - - - - - - - - !V � � � • .__� .�_�.r_ � � a � 3 � _ 3 - --I _ - - - - - - ' I' � ' _ - �9i._o,.-� - - - - -� i � � � � � i � i � � � � � `fl 53.1 � � HSS 4X4X3/Ib r .} H55 aac.aX3n6 � � - - - � - - - � - - � - - � - - � - - - - - - -� - '- - ' - - � - - ------ - - - - - - - - - - �- - I _. _ � v 1 � I-� i I � � .i � i � WITH 4 I �- - - � - -■- - - � - - - -F- - - � - -�- - _-� - � _ - - J I WITH �P4 I I Q I I � I � � � � � � � � � 8'-O' TYP. � : ry r - ! � � � � � , , ; � i � � � i ' 4'-O�� o � � ° -o- - - -� � - -- - -�- -_--'- - - - - - -- - - - - '- -- - - - -- - _- - - - - - - - - - - --_- - � �J, l � � � ' i L -i J i �t I � O i i i i i I ' � - - - - - - - - � ' ., '`' 1--1 ry � � r � - - - - - � � - - - - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - - - - - - - 4 - - - L - - - - - - - - I - - - - --- - - - - - - - - - - I - - - - - �..��,� 1,� �� - - ,- - - � ° - - - - - - - - - -=_ - - =_- _ - -- � - � - , ' �aa=o- - ' - � - ' ;� r � - � - - -�- - - - - - - - - - - - - - - - - r � � ,� �_ _ _ � L r - - - - - - - - � - � - - � . � .. �� i �'- THIGKFO nNG � � ~� I�I � - I � �I TOP OF 4' GONGRETE SLAB 53.1 �yry 6 � I WIT� �6 AT 1�' OP AND � � r � � ry � � - T - - O SS BX4�X3/8 (E)-SLAB ON-6RADE REINFORG - -- � I I I BOTiTOM EAGH �VAY %� ■ � I � � r � � � � GOLUMN IWITH BPI i i m I ' . I ' ' w�w Fbxb wi.4xwi.a I - � _ -- � - �: - - - - --r - - - � � - � � 4.1 � FOO�NG WITH ' � Ib 4.1 V.N.O. I I I � � � . . ..•, 1'-O" � �� - - - � � - TYPIGAL�AT GRID I - - -� - - � � - � - � C41-�� EAGH WAY NEW 4" GONGRETE I 1 N I I � I i ' i I i c,31 SLA -ON-GRADE i i � NEW GONGRETE H55 8X4X3/b WITF� BPI i ' �.4 - - - - - -- - - TO-1'(IATGH EXISTFNG- - - - - i 13 I i I I WALL v_. , � � � 3J � � � � � - J O '8�-0� rYP. ib'�o" 5 AB-ON-GRADE 8'-O" TY . AT GRID 4b N.N. � I I I STEP --I I � � � I � 101' " T MATGH EXISTING 531 ,�I QI'-O" _ _ _ _ � _ _ 4-O" X I'-6"�FF� ' � ` - -� ' � � � �. � � . � ' I I ' I �. WITH (4J'�5 GONTirwo�us r� - _ � _ _ _ _ _ _ _ i I i i T TOP OF i i i _ _ _ _ _ 1 _ ,, I I � J 6G � AND BpTTOM AN 5 AT FOOTING WIOTH (4)-� � � . � i (E)-S AB - _ - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - L - - _ - - - _ - _ _ - - - - - -J ' - I - i . _' - - J -� - - - . _i iOP_Ayp_ � n .. I - � - �FFFNdOIJ�r'fOP- - - - - V � I _ _ �� _ -� O - BOT-TOh�TI2R17�V RSE � , z m r r - - - - - - - - - - - - - - - - - - - � -0 I r - � 0 i'-6" X i'-b' X �1-O" I � BpTTOM EAGH WA� ry = - W � - - - - i _ � � - - - - T � - - s � � - 7 L - - - - 7 7 L - - 7 Z J � ou � � m � o �D i i i �D � i_ - - _ �- - - - - - - - - - - � - _ - _ - i o ) I! I � � :.. _ DEEPSl1MP- THIIGKEN Q• I I r �' � r � - - - � ^ L I i POOTING FOR I'�O' '� � � I I I a. � � r - 1 r - - - _ +� i [IOOi'-O"� r - - 1 r- - _ _ _ _ ..'� O I �6 � I O _ - - -i1 I �' THIGKNE55 BELbW � � � Lx 7 Q ° � � - - -_ - - - J _ I I r - - - � � - - - - - - - - - - - - - - - - � m I I r - - - � � - - - �.._ _� � � � , � � � SUMP Hsssx � 4 eP, I r i Q � T - - - - - - - _ � T - - - - - - - - - �� - - -- - - - - - - - - - - I ri'PCS�, e -s - - - - 4.1 � m o _ - - - - - - - - - - - - - - '- - - - _ ,, � - - - - - - - - - - - - - - i O J I � � I .. q `..'- - REMOVE EXISTI� - - - - - - �- - --'- - -PLAGE � - - - - �l.`� O 531 � � - - - - � - - �- - �- - f - - � - - � - - -I - � 0 a� � � I r - -i- (Qb.i�..� � �, aJl � � r 4 � � � I � _ � "' � I O � I FOOTING AS RE IRED � � I j o W z a � � � � � � � 6 p W I I I � � ry �� 6 �w I .1" u � � I I 3 S. ss.i � 0 � I ss.i I I L � J � ' < _ i � i IS �� i I � 53•� i 'y � � ' � - � EXISTIN6 PREG�ST �--�� I � _ - 15 I i 53� 53.1 I � � I I � I I IS I t O JQ 88 _�X �� - � (EXGAVATE F012 NEW I � W II I I � i 3 53.1 S31 I � � I" I � � � GOLUMN AND F OTING � Y � � ^ � J 3.1 � � 53.1 - � � FOOTING l, �. � - � - '" � ° � 532 10�'-4" I I I 53•� I STEP � � TOP OF � FOOTING AND ONTAGT � I i � � � .- a ^ � i i � � � � - � I I � � i r -� '�e 4 � I � W A L L � u � � I SLAB TO � ,-CE)-�° GONGR E T E W A L L ENGINEER FOR ETAIL OFL _ _ _ _ _ J � w � � - i � � i T O P O F � � I I � � � I � P STEP � � � MATGH � � . AND F�'j O T I N 6 i GONNEGTION T�EXISTING tl1 � < - - - � I CEJ-SLAB I I I I � I �'� I � `�.! I ; � EXISTING � I ��f� FOOTIN6) � _ I - - � � I ' I , J r J I � � I , J r � I I �`` I I ''`------- I �� i LION SCaUA I � _ J L _ � _ J L � I - , sourH I � � I �- - -- - � _ I � -1 �L _ i � - - - - - - - - y I � _ I N W 4" GONGRETE EXISTING I - - r - I - - - - - - - r - - � - - ��- - - - - �.-j- - - �T - - - - � - @�Q - � - - - - - - - - � - - - i � i I �AB-ON-GRADE I FOVNDATION L - - - � Q � _ - J � i 5•_3 3�4" - - - --J : L - - J '-3 3/4y i � � =- i TOP OF i _ I- _ - _ - _ - _ i _ _ T��N.�TZH--EXI$YIN�`i TYP. - - I fl�l � '-3 3/4" �j - 1/8" -..� - _ :"..�..•'`..,, � ,�,' _ � " - � ` ��`� fEJ s�AB _ �...- - �j.ej - -- � - - - - - - 13 - �'- 4" '� Q' 2'-O 3/4" �_8 I/8" - . . � NERIFYJ i (� � 8'_O" TYP. _ _ - _ ��j. "�.. - � I � �� II i � II i �'-O 3/4" �..i � I � � � � i i 53.1 � '-3 3/4' '-b I/8.. �'1 � 53.1 ry 53.1 � � I � ' ry L - - - - - - - - - - - J � - - - - - - - - - - - - _- - - - - - - - _ _ ;� m - - - - - -r - -J -L- - 1 - - - � � t - - - - - - - � , � � ' � ' ' I � I ' � � � � Q I - - - - J.L 1 r - - - � I H55 8X4X3/8 WITH BPI ;p m � - � - - �I � I I 7 L _ _ I102'-4°] _ J i AT GRID 5.8 N.NfY.I i , , I I - � � � i i i � � _ _ - - _ _ - - _ � � L - - - - - � ' �� 53'� � � r - -,- - - - - - -I--� NOTE: REGT�N6ULAR GOLUMNS ARE � � , o m � �-o v ° �\� � � p� �� I � i i 19a�-4°� ' , � D�ENS�ONIE AST-WEST UNLESS ON6 � � I I ' , � ' m ASI �2 0�-2�-12 � ry 5 i I\�.• I I � � 3 I , BUILDING PERMIT 02-23-12 , r _-- - ' - - ' - - � _.J�_ ��.i- - I I - � s3.i � i NOTED OTH RWISE. i ' I � i I 1 ' DD SET 10-31 -11 I r-- - - - � I Q\ H55 4X4MI/4 I � � H55 4X4XI/4 , SD PRICING �$-�8-� � i WITH BP4 I I � � WITH BP4 � � � � � � , , , ISSUED FOR: DATE: I I � i i � STOPI FOOTING ANq O � J � � J I � � � REINbORGE WALL �JITH r , , I I I I - � - - - I (4)-p9 TOP AND BO�fTOM I L - J � � L - i �J AND -STIRRO T R _ J I _ _ J �- _ � _ _ _ _ _ - _ - _ _ _ _ - _ _ _ i _ � _ - _ - _ _ _ � _ _ _ _ _ � DRIL�N,TALBA 5 NTO 5, - - � '-818�. �_33/4" - � - - - - - - - - � - � - - - - - - - - - - � - - - - - - � ._: , i ., :... HORI - - � - - - - - - - - - - � - - - - � - WALL ING FOUNDATIbN �,_ 4, �Q, � � i � i � � � I i I i a i i �'1 � I I . . . . '-3 3/a' '-8 V8' ry 53.1 i i i ' i i i i i ._ � ,. ,_ .. ._ . ._ . � ._ . � ,_ . . .. ' . ., i . . ' . .. . .. ' . ., � 1 I l� � I'1 5 I/4 10 l 3/4 i 10 l 3/4 � Il 5 I/4 Il 5 I/4 10 l 3/4 i 10 -1 3/4 1'7 -4 I/4 Il -4 I/4 10 -1 3/4 i 10-'7 3/4 Il -5 I/4 I'1'-5 I/4" 10'-1 3/4" 10'--1 3/4" Il'-5 I/�" �4'-�" I - " - A B.i D (�.� Ci N_1 I_5 J.° L 1"I.l N.5 Q R.1 T U.9 UJ Y Y.I \J � O FOUNDATION NOTESs b. PLAGE SLAB ON GRADE ON STRUGNRAL GOMPAGTED FILL OR me5e oRnwiNGS nND SPEaFlcailONSnNDTHE FOOTINCs SGNEDULE NANRAL GRADE AS OUTLINED IN SOILS REPORT, � F O U N D .4 T I Ol�l i�L ,41�1 IDEAS, DESIGNS AND ARRANGEMENTS REPRESEMED THEREBY ARE AND SHALI REMAIN TYPE SIZE REINFORGEMENT I. (XXX'-X"] INDIGATES TOP OF FpUNDATION WALL ELEVATION. 9. UNLE55 OTHERWISE NOTED - ALL SLAB ON GRADES fif2E 4" THIGK PROPERrv OF THE nRCHITECf, nND NO PnRT WITH bXb W2.I X W�.I WELDED WIRE FABRIG. iHeaeOF SHnu BE COPIED, DISCLOSED TO BOTTOM BARS TOP BARS 2. (XXX'-X"J INDIGATES TOP OF FOOTING ELEVATION. ��8�� _ ��-�� oiHEkS, OR uSEO W cONNECnoN wiiH ANv 10. PROVIDE GONTROL JOINTS OR GONSTRUGTION J01NT5 AS SHOWN woeK oe PeaeCi FOewHiCHmEVHnveaeeN A 3'-O" X 3'-O" X I'-O" (3)-�5 EAGH WAY -WA- 3. GONTRAGTOR SHALL FOLLOW ALL REQVIREMENTS LISTED IN SOILS ON FOVNDATION P�AN. MAXIMUM SIZE OF EAGH AREA SHALL NOT PREPnRED wITHOU7 THE wRIrrEN CONSEN70F REPORT. EXGEED ��5 FT�. iHE ARCHITECi. vISUAL CONTAC7 wITH iHESE DRAWINGS OR SPECIFlCATIONS SHAIL O 5'-O" X 5'-O" X I'-4" (5)-�5 EAGH WAY -WA- 4, GONTRAGTOR SHALL PLAGE C3)-�5 V�RTIGALLY FULL HE16HT OF II. GONTRAGTpR TO GOORDINATE ALL DIMENSIONS AND DETAILS CONSil7UiE CONClu51vE EvIDENCE OF WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4'-O" IN WITH ARGHITEGTURAL DRAWINGS, nCCEPinNCE OF iHESE RESiftICnONS.wRIrreN ADDITION TO WALL REINFORGEMENT SHOWN OTHERWISE. DInnENSIONS ON 7HESE DaawINGS SHALLhwvE O 6'-O" X b'-O" X I'-b" (6)-#5 EAGH WAY -N/A- 12. GENTER FOOTINCyS VNDER WALLS AND GOLUMNS UNLESS PRKEDENCE OvER SCn�ED DlnnEivS10N5. 5. ALL FDOTINGS IN GRAWLSPAGES SHALL BE BAGK FILLED WITH DIMENSIONED OTHERWISE ON FOUNDATION PLAN. CONTRnC70eS5HnLLVERiFV,ANDBERESaON518LE GOMPAGTED SFRUGTURAL FILL TO THE TOP OF THE FOOTING FOR nLL o1nnENSIONS nNOCONDInoNSONiHE OD l'-O' X -1'-O' X I'-Q" (l)-�5 EAGH WAY -wA IOB,AND THIS OFFlCE MUST BE NOTIFlEO OF ANv MINIMVM, UNLE55 NOTED OTHERWISE ON PLANS OR SHOWN ON 13. REFER TO ARGHITEGTURAL DRAWINGS FOR STAIR FRAMING DETAILS vnkinriONS FkON� iHE DInnENSIONS nNo SEGTIONS. AND LANDIN6 SLAB ELEVATIONS. coNOirioNS 5r+owN BY Trtese oknwwcs. Op5 AT I'-O' 10'-O" X 6'-O" X I'-6" EAGH WAY -N/A- 6. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB. 14. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER ARGHITEGTVRAL LAND�,�GAPE PLANS, DETAILS AND ELEVATIONS. l. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO SITE WALLS SHALL NOT BE GONNEGTED TO THE BUILDING UNLESS N T � BE LOWERED DUE TO SOIL GONDITIONS. VERIFY GHANGES WITH NOTED OTHERWISE. RE� 14/53.1 FOR BASE PLATE SGHEDVLE STRUGTVRAL ENGINEER. � FOUNDATION ` PLAN �; � � N O N R N O m 3 � Q N � O u"l n � N N W O� � 2 . 0 � � � � N C O J O N r � a JOB # 6750 � �� /� � A B C � n �.5 � N I J K L L_� 1"I N O P Q n S U ( �/ 1 ( W ) W.� ( X ) Y H� Y 8'-H I/4" l'-10 3/4" l'-10 3/4" "1'-� V2" l'-10 3/4" � "i'-10 3/4" 8'-8 I/4" 8'-H I/4' l'-10 3/4" '1'-10 3/4" l'2 I/2" l'-10 3/4" "1'-10 5/8' 8'-7 I/4` 8'-1 I/4" l'-10 5/8" l'-10 3/4" l'� I/�" �'-10 3/4" l'-10 3/4' 8'-8 I/8" '-8 I/2" l'-10 3/4Y�'-10 3/4" l'-2 I/�" l'-10 3/4Y�_,0 3,4- 8�-8 S,e�YB'-4 i/2" �'-�O 3/4Yi'-i0 3/4' Q � i i i i i i i i � � i i I'-O' GONGRETE i i i i i i i i 532 P�' 98'- ' � ER X � �O' 2 Q8�_,4•• W'�'L�L I qg�-4� �u i i i �Q;\ TOP iOF i i 53.1 i TOP OF i TOP pF H55 4X4X3/16 ^ �/ - - � - - - � - - - � - - � - - - � - - � - - - � - - - � - - - - - - - - - - I - - � - - - � - - - � - - � - - - -I- - - - - - - � - - � - - - � - - - � - - ONLY � 14 PLY.i-. .D 9 I/4i V iQ Q- - PLYW �D - - - Uf� ONLY �'LY�D - - - - - - -- - -� -- -- � m i i � i i i i i i i i i i i i i AT I 4 �� 9 I/4" VL � i 9 1/4" VL � Y r OPE 3� 9 I/4" V PEN 6 6� AT I'-4" I OPEI�I I AT I'-4" OPE � � I i AT I'-4"i r: � � ;p � � � _` „ � m I � -- � - � - � - - - � - - - � � - - J- - - - � - - - -�- - - � - - ' - - - � - - � - - � - - - �- - - - -'- - - � - ' .. i � - - - � - - - � - - - � - - - _ h � 78�- � WI4X26 WI4X26 WI4X26 WI4JC�6 14X26 1 _ � _ _ � _ _ _ - _ _ � _ - _ � _ _ _ _ _ _ - _ � _ - _ _ - _ - _ - _ � _ _ � _ _ � _ - _ � _ - _ � _ _ _ _ _ - _ - _ � _ _ � _ _ � UPON Y _ - _ _ � W14X26 WI4 _6 _ i � _ _ � i�_ _ _ _ . _ _ _ I _ _ _ _ - .. ._ . _ r^ l.l�_ � - � � � �i� ' -� ' - - � - I- '- �/ L ' � � i -� - i i i i i I i i i i II H55 X4X1/4 i ry r1 i i HSS 4X4XI/4 � 4X4X3/Ib i i �S .�eJ if1 - � _ -�- -� _ _ - _ - _ - _ _ � _ - _ � _ - _ � _ _ _ --tt-- _ _ _ _ _ _ _ _ _ _ _ _ _ _ �' 'BGI/6500 UP UP- � � � - -� - - - - - I - � - -�- -�- -� - � - -�- -� - � - �- - 53.2 HX 4X4X3lI UP O LY i .� � i UP ONL . _. .. AT I'-4" ONLY ONLY �-� �.�J° - - _ _ _ _ I �-'_: � I i i_ -i_ - _ - _ � _ - _ I- i " BGIY6500~SS�12X6XI/� � - H I2X6XI/2�u ' H55 I�X XI/2 � SS I�X6XI/,2 N55 I�X6XI/� r ', - . - r � i � � i � � � � � i i � � �+ � HSS I8XbX3/8 � � �� . .� _ _ _ _ � _ - _ _ � _ _ � _ - _ _ _ _ I _ ._ _ _ _ _ _ _ _ AT I- _ _ _ �L _______ ' GOL-lN�4N� - _ _ . � HS 8XbX3/b__ _ _ __ T -1 H55 8X6X3/8 _ � iI � � � - � - - - � - � - - - � - - - � - � - - - � - - - � - � - � - - - I - - - � - - � - - - � - - - � � � IGOLUgrtX6X3/ � � ONLY � GOLUMN B � � . � ��- 558X X3/ ',� 53.� _ . - - - - - - � �IQ'-�° I � ' 2 L - _ - _i- _ _ 1 . ._ - _ - _ - _i- _ _ _ _ - _ - _ _ - _ _ _ _ I � H�;TS �ELD�O WITH � m I IS � .� . _ - _ _ - _I- _ -i_ _ _ _ _ _ - _ I i I i_ - _ -i_ � � _ - _�- _ i _ _ _ -�_ - _ -�- i i 53 _ JLi 4X4XI/4 X I VP ONL i ry � � ^ � i i i i i �r---- i i i i i i i i i i i � � �� i � - ffXISTING 18" TJL ��:. : � ; 532 ! S,'ti532 � . O � � T � -O NERIFY) � T 6 i � i I i i � _ i i ��. WI H�(6)-3/4.. m 5.. '� �\ i i i I i I i i i i i i i i WI6 31 �� -� � _� - � - - � - - - U ONLY I � - AN HORS AND � � �-. (E BED) EXPAN�ON I � 18 � _ I I _ � _ - _ � _ - _ � I �I 5 i i 53.2 �/ i i � � � i i i � ' i i � 3/ ' m BOLTS TO'P.�-( � i i i i i i i i i i i i i i i i I I I - i � O � � �,I � I �� I GOLUMN BELOW 53 � i �i f3)-I 3/4 X 5 I/ l m I I I I I �� H55 4X4X1�4 � - i 1�1 i i i i i i i I i i i i i i _ i _ _ - i_ _ ��: � - - ' SUPPORT T 2.� ELEVATO RAI � 8" GAST-IN '-1 r� � jlEalE WI X31 � v (2)-#5 TO AND BOTTO � I PLAGE GONGRETE � ' (GONFIRM ITH � i i i i I � SUPPLIEW � i i x5 AT I'-O' J_ � i � i i i i i i i � i i � i i � i H55 4X4XI/4 _ - / Q UP ONLY WITH � nWi _ _ - _ _ _- _ � _ - _ _- . I _ - _ _ - � ' _ _ - _ m � � � I EXIS�ING WALL i �00'-O" BP4 I �:. � ^ O I TOPPING 42E� ARGH. i � i i i � � � � � � [9H'- 3/4"] � � � � � � O I i � I �'��_4 I/�" GO�GRETE SLAB� �ITE METAL RE� 8/�131 I I I UP ON'IY \� � . - - -� , ,,,_, �9 � � b ON I I/2' - O GA. GOMP I I � `i � � I - - /�� ,, ..� f.._�- _3..,. �� . , :`'�..:�,.: �RE: AN IWAL I REN ARGH. DANDI MEG . �6 53.1 '�� ..,...,. _ � � � -r _ - _ � _ - _ - _ � /�XR-��RE`�P.�F2GH.�x6-W2 Nc r 1 -. .. _ .T --- I- - - - - - PRO�/IDE OPENING - - - - - � - 13 - - - EXISTING WALL _I� � jC � � � r � - - . I O � � � � i i i i i , i i . - �- .. � . . �. -EXISTIAG i 53.1 55 BX4X3/8 i Hf� 8X6X3/8 T99�r 8�4�) i � � 1 � . . . . . _ . ......... �99'-8 I/4"] � 1-� 8 (VERIFY) UP ONLY WITH� XISTING WALL N TI1 1 I. . i RE�fyRGH. I 53.1 � ._ � BPI, TYPIGAL T [q9'-5•] ' I�'-6" � �/ 1 �r� M„� � 3A N.N.OJ rll � i i i i i i i i ' � � `.� O (2)-"5 � - - - - - - - - - - - - - - - - - - - - - - - - '^ � \ �� GONT. I I I I 9 1/4' VL - - -f i - LL .. - � � `/ 4 _ � _ - _ -i_ _ _ _ - _ - _ _ _ _ _ _ _ _ � _ _ _ ___ __ _ _ _ - _ - _ i i �� _ '. yqT_��. .. . m � i V! J- � i i -..� _ i I _ _ _ - _ - _ - _ - _ - _ � _ _ _ - _ -.� _ - _ �.. . - � I \� ........ � � - (V LL W . HS'r.� 4X4X1/4 � r O � � ln � ' � g � � STl1B G LUMN i � O ^ � ' - � ____� i i � r "�- � WI8XII9 r - i i - i --------- i i i `�. _ . 53.� , W24.x'1 . _ �.� � � � m i i i i i - �- - - - - - - - - - - - - - - - - R�� PL�N I � - � - - - - � - -� - - - - - --�- -- �- - -- - - qyf8ifH4 � I I -_- ' 98._q�. WI8X1 I � - � Q i i KS AT I'-OL � i � Si'EEL EAM i i i i /' ' I �� , �. _ _ _ - - - - _ i I � 4_4 � - � - -EAGH WA� � � ( . �WI� IG WI4X26 � �. � L : tl1 � = l.� - _ � � WIbX35 H AyER 6. 2., .. .. . V - - - - - - - -- - - - - BECOl9 D- . E��T"5- - - - - _ �.�J R�� ARGH, AND 3� . � � � i i � � � i � M�GH. FOR OPENIN6 i i i � Q i3 _ _ � _ _ _-_ _ �- _ O � 9 _ _ _ _ _I_ - _ - _ � I O 1 � - r - - ry � m . I G�7NGRETE SLAB-c{N ;'�� - _ $R� - - . I i . . � ,p i i i C�2ADE WITH W.W.F! i A, W18XI19 ----...-_ - � � , i i I , � i i i � - r � - .-i - _ � _ � I � _ z I � � � � � � � � .: J� WI4X26 � , 0 - 0 � � i - � - - - - - ��,�- - � - - - -� - - - - - - � - - - - - - � - - -1 - - - - - - - - - - - - - - - - �., � R6 ARGH. AND � - � - - - - - IL _.i � - , . ' - -�.. ... -- - - - - - - � =- -- - - - - �_9 � _ i � � � MEGH. FOR SLAB � I .. ... I I O �.I �� CE) 14"XI4" � � = Q F o _ _ - _ - _ - _ � � � AND DRAIN - - - � - -- � 4 O _ i i - � -..- - __ - . -�-Jrllb i . WI4J(26 � � � � - - - � PREGAST i i i �p i i i i � _ F 98'-9" '^.- F. F GOLUMN V � '„° i p5 AT I._p.. x � I I . . . . . i ,f'� � 532 _ _ :_ p ' Q - � . . . . o - ryL !-•■a. .■ ':�..: . I F p ' � � __.___. ' ___ - _ - ___- FI __-__ f- � i _ _ _ _. - �, ' o z o � 9" . . O�:ov.°:O�.or.°:O�.ov.°:O�:o . � � � WP.LL 5 P � WI4X26 PROVIDE GI2X.25� . � I. � , ; ' ----- ---�----- - 1 ----- --------. H - - - - - - - i . 0 � _ - � I i � Oo°.O,Q'Oo°A,�O�Od°.O,Q�Oo9A.n ' � i I i :� i E.4GH FAUE OF s i �' � V I � I i ' x w ,� = s i IL1111EIIFIL11�1 I�, i�'" - ' � ; '!� � ' W = o � III�IL II�II�IEIII�I ' 4 I/�' GONGRETE SLAB ON � EXISTING LL � . . � '' V � _ _ _ _ _ _ _ � � � - - a ,� N i i I . i I�� i _ i i . ... . i-:' METAL DEGK.'REINFOR�E j THRU-BOL�EAGH �..� { - . a a I � < � Z I V2', 20 GA. GOMPO51 E � WITH (�)-3 4" m < W - - - - i ,,, � - � z ' W i � i � W I T H 6 X 6 W 2.I X N 1 2.1 W.W F. �------------� -- END AND 3/4"�m ,' i O W -� - � ` O �-� -- I � THRU-BOL 5 AT - t� � � ,p � �� I � TOP OF WALL _I'Q TOP NR- _ ' - T _.^ I � �.� _ _ - _ - _ _ _ - _ I _ - _ - r _ _ I _ - _ - _ _ _ =111 I Il�i _ - _ - � _ _ _ _ - _ - _ - _ � _ _ - _ - _ - _ -.- .- I .. _ f; POUFf SLA� OV�R TOP =98'-4 I/�" _ _�ANNELS�X OND = � - _i- _ - - _ _ - _ _ - ._ _ _ _ _ -- _ _ I i __ I _ - _ - _ i�. W � . I i OF WALL AND PROVID@ _ � I i�i��r #5 X 2'-D' DOWELS EAGH SID� OF _ � - - - - - - - -1 - - - - _ � r7.5 � - - � - - -I- - - - - I _ ,i I i i 't O i - -OPEN NI GLL ,r' �D i . _ _ ry - - � - - - - } - � - - - i � , -ry� _ , � � - - -- - - I � \ I I S � CTiI ON 1 1 ,- - --�_ _ -�- � - - - � , i i � i •. - -RE��ARGH- - - -� . ry } Q',, (6J-3 4X3yb 5! (EMBEDJ � - - -�- - - - - - -- - - - I p�SSQUA`�Ol/T i .1 - - t - - - - - - -9Y�k"�-t=0'� � �{ . I i EXPANSION ANGHORS f�' E II ( i i � � i i i i `�-� � `. (IN�SLOTT�D HOLB 5)TS PREGAS'f� . � - � � . � . T \-.�._. I WALL I . _ . � !` �U �_ _ _ � � � � � � � ,,F_Y � ,J ''+,.r±r _i I � - t _ I - - - - - - � - - - - L - - - �- - - - - - - - ' ' , _ � . _.. : , . " � � i �GONTRAGTpR GONFIRM SIZE OF EXISTING � 'i I �� ' I "" m _ _ , __ v I � , y � PIPE GOLUM . _ _�_ -_I _ ' i PREGA�-�T 14 i � i i ___ _ BEAM � ' � r � - _ _! _ - _ i _ _ _ - _ _ _ i ' � i i -REINFORGE WITH (�)-L � I/� X � I/� X I/4 � ! ' I i ASI #2 04-24-12 i - - - ' ' AS SHOwN I SEGTION �/53.3 IF 3 /2" I --� ; _ ' 6� � �° BUILDING PERMIT 02-23-12 p I I I I STD. PIPE (�' OUTSIDE DIAMETER) r ' - f { DD SET 10-31 -11 � � � � � � -NOTIFY ENG NEER IF ALTERNATE S ZE EXISTS. � ' i i _ SD PRICING 08-08-11 �0 � i i � •"REINFORG GOLUMN IF IT RUNS T THE I I ISSUED FOR: DATE: 8 - - - - - - - - - - � - - - - - - - - � - - - - - - - F__011NQ�TJ S-SHOWIAL lN�L53.3 - -NQT1 E'� - - - - - - - --- - - - - - - - - - g + -_-_- - � - - - - - � - -� - � - - � � � 1 � 1 ENGINEER F GOLUMN IS BEARING�ON HEADER. � � I � � � i i � i � � � � � � � ' � � � ' i � I � i i � � i � � � , , ' , Il'-5 I/4" 10'-1 3/4' i 10'-1 3/4" I"1'-5 I/4" � I-1'-5 I/4" 10'--I 3/4" � 10'-1 3/4" Il'-4 I/4" � Il'-4 I/4" I 10'''1 3/4" � 10'-7 3/4" Il'-5 I/4" �i Il''S I/4" i 10'-"1 3/4" 10'-"I 3/4" Il'- 1/2' �4'-�" I - " I 1^ ._ : I I L . A �.l D �. G N.I I � J.� L M.I N.� � R.1 T U.� UJ Y" Y.l - ' O � O O � O � FRAMINC= NOTES- FIi�ST LEV� L THESE DRP.WINGS AND SPECIFICAiIONSANDTHE I. ALL WOOD FRAMING JOISTS SHALL BE BGt TYPE JOISTS AS 12. ALL BEAM/BEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE M *�`I �T *I`I ioeo.S, DESIGNS AND ARknNGEmEN75 MANVFAGTURED BY BOISE GASGADE GORPORATION. ALTERNATES MADE WITH SIMP��ON STEEL PLATE GONNEGTORS UNLE55 NOTED SNEAR UJALL SGHEDULE F ��I I I V�.h PL � I � kEPkESENTED THEREBY ARE AND SHnLL REM.41N SHALL HAVE EQUAL OR GREATER GAPAUTY AND SHALL BE OTHERWISE. PROPERiY oF rHE nRCHIrECT, nNO No PaRi SHEATHING AND NAILING tHeeeOF SHnu 8E cOPie�, oisaOSeo io REVIEWED BY THE ENGINEER OF REGORD. I/8" = I'-O' orHeas, oe uSeo iN coNNernON wim nNv 13. RE. ARGHITEGTURAL DRAWINGS FOR LOGATION AND SIZE OF �. "VL" INDIGATES VERSA-LAM BEAMS, AS MANUFAGTURED BY BOISE 'ROUGH OPENINCyS IN STUD WALLS. ANEL EDGE GONNEGTION GONNEGTION wokK oe 7koJecr FokwHicHrHErHnvEeEEN MARK SHEATHING AT ROOF AT BEAM PREPneEO w1iHOU7 iHE wRIrrEN CONSENiOF GASGADE GORPORATION. ALTERNATES SHALL HAVE THE SAME OR NAILING GREATER GAPAGITY AS LISTED IN THE STRUGTURAL GENERAL �. FOR ADDITIONAL DETAILS, FLDOR DIAPHRAGM NAILING SGHEDULE ABOVE BELOW iHE nRCHIiECT. vISUAI CONTACT WITH THESE NOTES. AND PLYWOOD SHEAR WALL NAILING SGHEDULE, SEE SHEET 5- . ow,wiNCS oe SaeaFicnnoNS srw.0 8d OR �IO-�b �bd TOE NAIL CONSTITUTE CONCLUSNE EVIDENCE OF I/�" PLYWOO� IMP�',�ON A35 AT �'-8' I5. R6 ARGHITEGTURAL DRAWINGS FOR HANDRAIL AND STAIR A SGREWS AT OR p10-I6 nccePrqNCe oF rHese ke5reicnoNS.wRIi7eN 3. Q INDIGATES (3)-6"-18 GA, X I 5/8" METAL STUDS (V.N.O. ON PLANS) FRAMING DETAILS. ONE SIDE 6" SGREW AT 6" MAXIMUM DInnENSIONS ON 7HESE DRAWINGS $HALLHAVE GOLVMN DOWN ONLY. bd AT 4' OR PkKeoeNCe Ovek SCniEO DIMENSIONS. 4. � INDIGATES. f3)-6", 18 GA X I 5/8" METAL STUDS 16. ALL EXTERIOR WALLS SHALL HAVE GONTItJl1pU5 STU�S FROM O I/�" PLYWOOD a10-16 SGREWS SIMPE�ON L550 �10-I6 SGREWS CONiRACiORSSHALLVERIFY,ANO6EftESPON5IBLE (U.N,O. ON PLAN) GOLUMN UP AND DOWN UNLE55 IT BEARS ON FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDING RAKE WALLS). ONE SIDE AT 6" AT I'-O" AT 6" FOR ALl oIn�EN51oN5 ANOCONOl71oNSONiHE 10B,AND THIS OFFlCE MUST BE NOi1FIED OF ANY GONGRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. I"1, RE: SHEET 53.0 FOR GENERAL NOTES. NOTES' vneinriONS FeOM rHe oinneNSioNS nNo � CONDITIONS SHOWN BY THESE DRAWINGS. 5. < > INDIGATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. �8, ALL BGI JOISTS AND VERSA-LAM NOTES AS 12" SHALL BE II l/8" I, PROVIDE (2)-Ib GA. POSTS AT SHEAR WALLS ENDS WITH SIMPSpN MSTGS� HOLD DOWNS. 6. � INDIGATES TOP OF EXISTING FLOOR ELEVATION. GONTRAGTOR TO 19. (E)-INDIGATES EXISTING. GONTRAGTOR SHALL FIELD VERIFY ALL 2, pROVIDE BLOGKING AT ALL PANEL EDGES. VERIFY THIGKNESS OF EXISTING GONGRETE TOPPING AND TO SET NEW EX�STING GONDITIONS. IF GONDITIONS A'RE DIFFERENT THAN ASSUMED, FRAMING TO MATGH EXISTING FLOOR ELEVATIONS WITH I I/�" GONGRETE NOTIFY ENGINEER IMMEDIATELY. 3. ATTAGH PLYWppD TO INTERMEDIATE SUPPORTRS AT I'-O". TOPPI NG. 20. ALL WALLS SHOWN ON PLAN ARE WALLS FROM LEVEL BELOW. l. HEADERS SHALL BE (3J-IO" X 18 GA. X I 5/b" JOISTS U.N.O. ALL FIRST LEVEL HEAD�RS SHALL BE BUILT OVT TO 5 I/�" WIDTH BY ADDING TOP AND BOTTOM �I. - • - • - INDIGATES BLOCiGED SHEAR WALL BELOW. RE� SHEAR WALL Q TRAGiG AS REQUIRED. SGHEDVLE ON SHEET 5�.5. FRAMING PLAN � ;`�'y' B. ALL GOLUMNS SHALL BE (3)-6", 18 GA X I 5/8" METAL STUDS U.N.O. ON PLANS. �• ALL HEA�ERS LONGER THAN 6'-O" SHALL REQUIRE (2)-TRIM STVDS AND u? (2)-KING STUDS EAGH SIDE. m N 9. WOOD AND METAL STVD GOLUMNS SHALL BE GONTINVOl15 FROM FLOOR N TO FLDOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO �3. EXISTING FLOOR JOISTS NOT SHOWN FOR GLARITY. y NOTED GOLUMN SIZES AS REQUIRED. N ° 10. � INDIGATES INTERIOR BEARING WALLS. FLOOR JOISTS 3 BEARING LOGATIONS SHALL LINE UP WITH SNDS BELOW. a � I1. ALL EXTERIOR WALLS SHALL BE GONSTRUGTED � USING 6", IB GA X I 5/8" AT I'-4" METAL STUD WALLS 0 � REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL `D INFORMATION, g S2 . 1 � W J N W J U b C O J O N � JOB # 6750 a � � B C E � F.� Cs I=4 I J K L L.� M N O P Q n S U n v.� n 1.1J.� n Y QI � 8'-8 I/4" l'-10 3/4" l'-ID 3/4" l'-� I/�° l'-10 3/4" l'-10 3/4° I B'-8 I/4" H'-8 I/4" l'-10 3/4" l'-10 3/4" l'� I �• l•_I 4'• 'I•_I •• •_"1 1 4" ' •' ' •• • " •_ •' • • • • '_ • •_ •• • Y ._ .. . .. �' .Y , Y . � / O 3/ O 5/8 8 / 8 -1 I/4 7 -10 5/8 l -10 3/4 l 2 I/2 l -10 3/4 l -10 3/4 8 8 I/8 8 8 I/� l -10 3/4 7 10 3/4 7 2 I/2 l'-10 3/4 l'-10 3/4' 8'-8 5/8 8-4 I/�" l'-10 3/4 l -ID 3/4" /� i i � i i i i i i i i i i i i i ' �q i 1 i i 3�(�9�, 5T EL L/N E'LHRE�RGHD. H55 4X4X1/4 I � i i u I —� - - - � - - - � - - - - - - - -i i i i i i i i i i i i 532 i . i � - - - { � I J (3)-1 I/4' VL (3)-1 1 4" VL J J (3J-'7 I 4' VL i J 1� . —L —1- _ _ � _ — _ � _ — _ — _ � — _ � _ _ � _ _ �_. _ ._ 1. _ — � — _ � _ _ I _ � _ — _ I � _ — _ � _ — _ � _ _ � _ — _ � _ — _ I HSS 4X4 3/I6 ' GI X20 O i - H55 4J�WX3/I6 I � GOLVMN X3/16 � m i i i i i i LlX4X3/8 (L H) ROLLED � I ry � GOLVMN � i � ' � i i i i GOLUMN � ry � J STEEL LINTE�L RE: ARGH. H55 4 4XI/4 - H55 4*4XI/4 X X ; /�/� � i L'iX4X3/8 (L}-H)-ROLLED 18 GA. X I I5/8 ' � I�" BGI/6I 00 � ' S3.2 Q. l 1 1 I � ,fl — - - i i — i — STEEL LINTEIL RE� ARGH, H55 �}X4XI/4 �ETAL STUD tNALL— OO m � V GIOJS�O V AT i'-4" ' r - g �� - m ,�'� ' r OB 1�1 � � - �- — - � - - - - :. .. .- - � - �-q< 9 - — - . (3)-'7 i 4" VL �- -- (3)-� I 4" VL J H (BELOV�ll/� I H (BELOV.�/2 � �. HSS 8X6XV2 , — � � - - - � � �' �- - - - i _ i .. i AL1=� _ ! ' ' � . . . h� � - — - +- _ - � - H55 X4XI/4 HSS 4X-dXl/4 J .. LOl^U - � _ — I.I� _ — _ � _ _ �_ — _ i _ — _ _ �_ _ �- A. . . _ — _ - _ _ _ _ �_ — _ — _ _ — _ _ _. _ _. _ _ _ _ _ _ � I � : D I I � - — - � - — - � +Ir�S-49c43c3 I6 i 43E4X3/1 <- GI X20 � � r - - - --- - - -- - — - i � i i GOLUMN 3 -TI I/4" VL GQLUMN i J 532 i � i � 0 i � �- ��0 I/4" VLL HSS�4X3/16 - H55 4pC4X3/16 q I/4" VL 9 I/4" VL � <1 /4" VL •• � 'rJ � _ � _ — _ � _ — _ � _ — _ � _ — _ � _ � _ — _ � � GI X20 � l3)''7 I " VL ' H55 4�C4�1�___P _ _ - _ -_ �_ _ _ + - r — -_ �� _ GOLUM _ — _ _- _ _ _ _ N _ � _ _ �T BGI/ N _ — - - - - - - - - � Y=i' - - �OIILh�I� _ ��.,��._ _ �T_�. A 000 - - - � � _ — — _ _ _ _ _ _�— _ _ _ _ _ — _ i_ _ _i_ — _ _ _ — T — _ _ — . -_- _ _ p r _ �j.f6p - O � H55 XI H X 7¢I `�� i - i i l3)-1 I/4" VL (V (V � LUMN � .. � m Hvq tF:'8-.�� - r i � � K X - G i �g m AT '-4 V G OX20 - V I OB i i i 8 i I � ' � ' - — - - - - - - - .' BG�/ O r H55 Bxbxi/� _ � 8xbxi/� - - � - - - - ��.�Tb SIMP��ON ,fl - _ _ _ _ _ � . .._ XyS.<Fj _ .— _ 2 _ _ + HWU HANGE — _ .___ _ _ i � � � � � � 53.2 GIOX20_ AT I'-4" B i (gELOI^0 ELOI^U i i GOLUMN D WN � - � 2 - - � - - -�- - - - - � - -_�-- - �- - - - - - 1 - - BXbXI/� 558X6XV � - - - - - I — � - � - .- � . � .�., - . � X4X3/ib -_-� HSS 8x6X3�8 J , -^4. - ._ - . __ � _ i . ' H55 8x&x /8 � �9 GOLUMN J I GOLUMN ; fV ' 18 GA. X I /8 �BELOWJ (BELOWI I I I- '- — I 1 � F i XI� ING ETAL STUD �--- � �LL _ _O_ - H55 4 X3/i6 4 � � , i i .d.T I'�" _ _ � . H55 4 H55 4 X3/I � , . : �.si� i f i � �" i i � GO M i iI: - � i i i GOLUMN i � i GOLUh}IN i i i 53.2 NOT@� PH S WIDLL TU 5 ,' 'k, i ._,. ' �D �i H 0 I -- I � v �.. ' h , , k . ' ' ., � : P ,�-..--- ` � � �.- � _ ', 7�". � �I6' DEEP SIMPr�ON (fl ._.._.T IR TOWE ` 6 i i I i i ^ ^ I10._�.� ^ f �. T ^ 12" BGI/500 9 I/4" VL � I 1/4' VL 9 I/4' VL Q I/4" VL q /4" VL I'0 fq � .' '� .. % HU HANG�R . \ V � � � i� AT I'-4" . I �J iAT I._0.. u i AT I'_O��i �.. u i U AT I._b.. 9 I/ = � A� 1'_O' � i i .. .. i �-_. _ ._. i RE� 4/53 FOR _I(�" V �.. � I �, JOIST R INFORGEMEN� --- .�TA -}- - - - � - .� _ � _ — _ � _ _ _ — _ _ � _. . H' X > I � _. .. . . : I SIMP(.�ON i i � . i i I . . .I . �.. � .: i (3)-I 3/4" X 5 I/�' VL I i 6 � 9T i ' HSS 8X4X3/8 i i , AT O" i i � i I - i �; i ABOVE AND ELOW � LlX4X3/8 (LLH) ROLLED 53� � I 4 NOT@ GPROV DE STUDS HSS 8Jb4X3/8 � �I HU HANGER I i , I TO SUPPORT �� ,� O m STEEL LIN7E� RE� ARGH. i GbL MN X3/8 HSS 8X4X3 8 � (E)-BEAM (2)-16" VL (E)-BEAM � a�E ELEVATOR R ILS � I I T�AH55 X4XI/4 � � � I i � AT 8" THIS WALLi � �i GOLUMN i � i i GOLUMN i O O O �E) BEAM. W��(�4� 2 � � I � HSS 4X4XI/4 i 532 i (E)-BEAM x x (E)-BEAM (E)-BEAM x E BEAM i � . J J � � i 53 3 �l I/4" VL � 3 --1 1/4" V � � - i � � � . I � - � II - FIELD V�RIF , , _ = i i - i i i i i i � i i - �� I � X x GONNEGTIONY _ _ ,. � � � HSS 4X4XI/4 0 � � � � - ' � GOLUMN� - AT EXISTING A _ _ _ i � �, - GI O � � I �i � - ,...' � � Q . � 3 WI�X 3 BUILDING r � ry��j f3J,l I/4' VL i � 0 ; I � � .. I m m I �� . . . . I r � . -� . � . '�1 i r O I � i i i i i i , , i i i O X _ . . � . X � I 5'_b•• - 4 I/�" GONGRE7E � O .� 1 BKbXI/2 - GIO O _ I�' BGI/61000 I � ' . . . . � 6_ � � ----- - � . O� I -�_ MAX. �9 METALODEGiGiB GA. � ,fl AT I'-�I X6XI/2 — — � � � - � T _ _ 'yI _ _ — . . I � � H ( 4X4 3/Ib � - - - ( LO �IE _ . . AM (EJ-BEAM - . � �F � ��I ..i. . O - � � i I . REINFORGE WITH � \ I I' -- II (FJ-BEA 31E alE� e1F 532 ,� , co ur�N - �. . _ . _ . �. le) � . — . _. _� . —. — . le). �_ . _ . L ._ . _ _ . _ . J _ . _ . _ . f.—� �. `� -I - —r �Q ,- - -- - � - — - - - � - - — — � - `�.._1,; 6x�w2.ixw�.i w.w. � � � .. _ � rJ-BEAM � (EI-BE M � ��J-BEAM- ' � ' (E)-BE M � �� ... . ; F /� � �- . HSS 4X3/I6 �f��.�N� • - • . . .�-(�-�.AM. i i H55 8X6X3/8 HSS 8X4X3/8 ��- � .`�-;-' tQ .� � y /� OO 1 GOLU � � � GOLUMN UP I � -h4,�� "��---' l J � w � , _, I _-__�— "._. �OX X � i,.___, ., � �. . �O X � . � . � r i AND DOWN TYP. . ' 0,�, v ` O ' I 10''I' . . x . � �_ �_ A 9 U N O �, � � __ I -'� r',"i - l H55 OX6X3 i . . . . � ' H•� - �� - � I � � . � � � � . H5S_lOxbx3/b i H55 lOxbx3/8 i HSS IOX6X3/b / � 9 I/4"�L I/4" VL ■ I/4" Vl� 9 I/4" VL - �� - _ �- I � . I�I�-� _.. � . _._ .. . �- — I � _ . _.:--_ __ . - - - — - � - - - - - - - - �- I--- - - - � O AT I'- ' AT I'-O" AT I'-O" AT 1'-O" AT I'-4" , �j -i- - 12" BGI/ 000 i i I�" BGI/5000 - "4 GA X I 5/8 _ — _ 13XbX$l� _ _ � 9 I/4 VL � RSS I�X6�C518— _ _ � —�---- — _ I �7 _ _. — _ — _ _ _ -- _ — _ _ _ _ _ —I �� _ I _ _ _ — _ — _ — ._ � _ AT I'-4'S _ I . . � AT I�_4�� i I � � � r 1 `./ METAL �p D WALL I AT I'- I I ' �� .I �� I �, v. O � ,\ AT I'-4'm �i� i i i i , � � i . . i . �! . i I I O �1 � H 8X4X3/8 ��. � . HSS �X4X3/8 HSS 8�C4X3/8 � - �F � I �' � ' F � _ _ — _ _ _ _ . _ _ _ _ — _ _ — _ _ _ I _ _ ___ _ __— _ 4,.� � � 1 � .� i GOLU N �� GOLUN�! i �Q . i f`�Q i I � UP ONLY �"I V90 �Q� � I � � �{ L � � � Q .. ' � i I i , , Hss axax�/ � AT'I 4" � _ rt1 : Q-.4- _ _ � _ — � _ _ � _ _ - . _ . ._I '-5'— _ � _ — _ � _ _ � _ i .� AONDU�OWP TYP. I UP ONLY _ _ _ — _ _ 53.2 _ _ _ — _ _—. _ — _ i i i H55�IOX6 3 8 � HSS�IOX6 3 8 � AT 4b U.N�O. � . - � m � m � � �. � ' �i��'i � � HS� IOXbX3/B � i � �" gGl/5 O H`� IOX6X3/8 i. �f� IOX6X3/8 ' . . - � _ 4.� I I�.. BGI/Sd00 . H55 IOX6X3/B i (3)-�", I� 6A X I 5/8' i I - - -.— - - - � � - . � � � � �METAL ..IOISTS - - �/40- . .— - - RQ3QIdATE& — - — - — - - - - — F Q-. 111 � ' I AT I'-4" - GOLUMNS WITH STAI C3)-l�"-. 12 GA X I 5/8" I � I I ! - ' I �' BGI/5000 L - B • — . . 1 AT IB'4I'�'��O B I AT I'-4" METAL STUD T I•-4'• . b", Ib GA. X I 5/8 MANVFAGTURER METAL JOI5T5 i � - - � . _ � — • • (TYPIGAL) � . . � I . . ..r . . I . .. .I ■ ~ � BEARING WALL � i � - ) ' V. ) " V. UP ONLY i i i � . . �I I�' BGV5000 � � i Z �EJ-BEAM jlf !IE i I __ _ _ _ . . _ _ ' f.T-�f�4=' — _ _ _ — _ _ — �.1 - w ° elE i (E)-BEAM '� (EJ-BEAM � - � I � ,�-( 2 � �� - - - - � - - - - - - — - � = o � I (E)'BEAM O (E)- E • -• - . - . . - . - .O _-. -. -• - UP ONLY I �'� I/90 UP ONLY UP NLY UP ONLY I�'� I/90 532 _ � - - - - � - �— - - - - —T - W W m _ _ _ _ _ _ _ _ .. AT• I -4" � (37-12", 12 GA X I 5/8' � I H55 IOX6X3/8 i ¢ � x A I -4" � . .. O-1�°. 16 GA, X I /8• .� � I � I i i � �� _� �� (3)-1�", 1� G X I 5/8' i . . � METAL JOISTS � 6", 18 GA. X I 5/H OF � TH - � . i METAL JOIST HEA �R AT I'-4" METAL STVD BUILDING (VERIFY � v i METAL JOISTS i . Q �-, . � . __._ � o � m � � ---- - � � �Q' BEARIN6 WALL ELEVATIOW � I I � � C3)-1�", I� 6A X I 5/8" ■ m OI �� GOORDINATE STAIR � m - GOORDINATE STAIR ,,,,,{ ' , �. , _ N y 6 � m � - � � • • �� METAL JOISTS m ' '� 10 TYPIGAL AT NEW .o ��5 � 0 � � i I - GOLVMNS WITH STAIR 3 GOLUMNS WITH STAIR i z _ � . � I^� O I i I --- � i MANUFAGTVRER i T � i � MANUFAGTURER ' . i 53,2 i I Q V o � - .- � - . - . . ,,I • I�" BGI/90 (TYPIGALJ , �',0 532 (TYPIGAL) � � x ., z � � � 6", IB G.b.. X I 5/8 � � �0 �: X � 6', 18 GA. X I 5/8 AT I'-4" �9 � ��QO w J i � i AT I'-4" METAL STUD <<9T T I � � W ` � � AT I'-4"�METAI SIUD . � . BEARING WALL . - - - - - - - � - — - — - — - . L __ . . _ - � - — - — - - - - - - �� -- - - - — - — � z a � BEARIN WALL I � I �. 6", 18 GA. X I 5/8 � NREW STAIRS f < - . . �� - - — - - - �A�7-'�"�tEfAL 5'ftJFl- � — — - _ . � � LI N IJAIZE- � � - �J.rJ ' ,�7 - � � DRAWIN65 (FIELD � i i I ` � I i � 2XI2 AT I�'-4" 8 3/R" X 12" GL OFFSET gEARING WALL 2DCI2 8 3/A" X I�' GL OFFSET i -� i � � 1TH RENOVATION , _ - - - - - - i - -- -I— I-HSS 8X4X3/8 - � TO H LLWAY SIDE TYPIGA�. AT NEW WALLS I'-4" TO Hy4LLWAY SIDE � i I - ' � �_GOLVMN U b 3/4" X I�" 6L �FFSET I I . � ' VERIFY ALL LOGATIC}N9) 'rj_'rj - - - - - - - - - TO HALLWAY SIRE �3)-C�'. �b 6A. X I 5/8" I (3)-I�' Ib GA. x I 5/8' i � • • AND DO��TY 8 3/4" X 12" GL OFFSET I �V N i METi�.L JOIST HEA�ER METAL JOIST HEADER . ry i � i I i I AT S.B U. O. � �XI� A I -4 � TO HALLWAY SIdE �x ' A � -4 � � � 7� . �. � T . �� i � i ., - ! - - H55 I X(�X3/8 H�iS 10 6 . �" gGlg - - H55 IOX6X3/8 8 3/�{' X 12" GL STUBYGOL NT 8 3/�i' X I�' GL STUB GOLU N � � QJ 12" �G I/5000 � " BG I/5000 i i � i � � � � ' ' ' ' �GONTRAGTOR ,r�•ONFIRM SIZE OF EXISTING ' i � AT I -4" � � UP ONL T � � STUB�OL�1MN L STUBG Ol�/MN L PIPE GOLUMN. I , T • i �9 i �) V.y � � � � � � (D /c - - — - - L - ' ' ' -REINFORGE WI"�H (�)-L 2 I/2 X 2 I/2 X, I/4 � � � ��Q' � AS SHOWN IN �GTION �/53.3 IF 3 I/2 ' i o� m � P o Y � ' �� Q� � 53.2 � ' , i , STD. PIPE (4" UTSIDE DIAMETER) i i t� i i � � I '�T � -4" -NOTIFY ENC�INE�R IF ALTERNATE SIZE EXISTS. � r' O-12". I� GA X I 5/8" (3)-I�', 12 GA X I 5/8" � � -� - �]ETAL_Jp1525! - - — � — m r m - - - METAL JOISTS � i . � . i i i i i i I I OORDINATE STAIR � � � ASI #�L 04-24-12 GOLUMNS WITH STAIR � i � , , � �'!QO MANUFAGTURER , � , , , � � , BUILDING PERMIT 02-23-12 ,fl i (TYPIGAL) � � � i ' � � DD SET 10-31 -11 �0 � � SD PRICING 08-08-11 O + _ _ � _ _ - - ' - - - - - - - � - - - - - - - 1 - - -' - - - - - -�- - - - - � - - - - - - � - - - - - - - - - - -- - - 8 IS$UEDFOR: DATE: - � - - � - - - - - - � - - - - - � - - � - - - - I - � - - - - - � - - - - - - - � - - - - � _ i b , 18 GA. X i I 5/8 (3)-I2", 16 GA` X I 5/8" i � � i i AT I'-4" MET L STUD � � METAL JOISTi HEADER i � � � I I � TBYPIGAG T�EW WALLS -LQ I � i i '� 10 i � i i i i I i i � � � 53.2 � i � � � � _.��.�:-�,...�•;.�� . .�. ; � Il'-5 I/4" 10'-'1 3/4' i 10'-1 3/4" i Il'-5 I/4" � Il'-5 I/4" 10'-1 3/4" i 10'-"1 3/4" Il'-4 I/4' Il'-4 1/4" 10'-1 3/4" i 10''-I 3/4" Il'-5 I/4" � Il'-5 I/4" 10'-"1 3/4" 10'-1 3/4" I'7'-5 I/�" 24'-�" I - " � � '. � l� A B.l D (�.� C3 N.l I.5 J.9 � I"I.l N.� Q R.I T U.° UJ Y 1"J \J SECOND L � �EL FRAMING NOTES: F �� I I �l� �1,�, �-kl �l I. ALL WOOD FRAMING JOI5T5 SHALL BE BGI TYPE JpI5T5 AS 12. ALL BEAM/BEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE iHESE DRnwINGS aND SPEGFlUTiONSnNDiHE MANUFAGTURED BY BOISE GASGADE GORPORATION. ALTERNATES MADE WITH SIMP��ON STEEL PLATE GONNEGTORS UNLE55 NOTED ��8.. _ �._�., ioe,sS, DESiGNS nNO nerwNGenneNTS SHALL HAVE EQUAL OR GREATER GAPAUTY AND SHALL BE orr+eRw�se. SHEAR WALL SGNEDULE kEPeE5EN7ED iHEREeY ARE AND SHALL REnnA1N REVIEWED BY THE ENGINEER OF REGORD. SHEATHING AND NAILING PROPERTY OF TnE nRCHITECT, nND NO PnRT 13. RE. ARGHITEGTVRAL DRAWINGS FOR LOGATION AND SIZE OF iHekeOF Snn�� BE COPIED, DISQOSED TO 2. "VL" INDIGATES VERSA-LAM BEAMS, AS MANUFAGTURED BY BOISE ROUGH OPENINGS IN STUD WALLS. OiHEeS, OR USED W CONNECiION wliH nNY GASGADE GORPORATION. ALTERNATES SHALL HAVE THE SAME OR ANEL ED6 GONNEGTfON GONNEGTION wORK OR cRaECT FORwHICHTnEVHnvEeEEN GREATER GAPAGITY AS LISTED IN THE STRVGTURAL GENERAL 14, FOR DETAILS, FLOOR DIAPHRAGM NAILING SGHEDULE SEE SHEET 53.1, MARiG SHEATHING AT RppF AT BEAM NAILING PREPARED WITMOUT THE WRITfEN CONSENTOF NpTES. AND PLYWOOD SHEAR WALL NAILING SGHEDULE, SEE THIS SHEET. ABOVE BELOW THE neCHiiECi. wSUnL CONinCi wliH mESE I5. RE� ARGHITEGTURAL DRAWINGS FOR HANDRAIL AND STAIR 8d OR MIO-I6 Ibd TOE NAIL oRAwINGS oR sPECIFlUiIONS sHnLL 3. � INDIGATES (3)-6"-18 GA. X I 5/8" METAL STVDS (U.N.O. ON PLANSJ FRAMING �ETAILS. Oq �/�" PLYWOOD c�REWS AT OR u10-16 �MP50N A35 AT �'-b' CONS7ITUTE CONCLUSIVE EVIDENCE OF GOLUMN DOWN ONLY. ONE SIDE MAXIMUM AQEPTANCE OF THESE RESTRICfIONS.wRITfEN 16. ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS STU�S FROM 6" SGREW AT 6" oimeNSioNS ON rHese owiwiNGS s�in��rinve 4. � INDIGATES. (3)-6", 18 GA X I 5/8" METAL STUDS bd AT 4' OR 7RECEOENCE OvER SCnLED DI�+nErISIONS. N.N.O. ON PLAN) GOLUMN UP AND DOWN UNLE55 IT BEARS ON FLOOR TO FLOOR OR FLOOR TO ROOF (iNGLUDING RAiCE WALLS). O I/2" PLYWOOD •ID-Ib SGfZEWS SIMP60N L550 e10-16 SGREVJS CONTana0eS5Hn��veaiFV,nNOSeee5eON5ie�e GONGRETE WALL OR FOOTING BELOw, OR �T iS LABELED UP ONLY. I"7, RE� SHEET S3A FOR GENERAL NOTES. ONE SIDE AT 6- AT I�-O° AT (7" FOR ALL DIMENSIONS ANDCONDITIONSONTHE 5. < > INDIGATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. IOB,ANDTHISOFFlCE nnUSTBENOTIFIEDOFnNv Ib. ALL BGI JpI5T5 AND VE-f2SA-LAM NOTES AS 12" SHALL BE II l/8" O (EXISTING) - - - vqRi,4TiON5 FROnn itiE DinnENSIONS nND CONDITIONS SHOWN BY THESE DRAWINGS. 6. INDIGATES TOP OF EXISTING FLOOR ELEVATION. GONTRAGTOR TO 19. (E)-INDIGATES EXISTING. GONTRAGTOR SHALL FIELD VERIFY ALL VERIFY THIGKNE55 OF EXISTING GONGRETE TOPPING AND TO SET NEW EXISTING GONDITIONS. IF GONDITIONS A'RE DIFFERENT THAN ASSUMED, FRAMING TO MATGH EXISTING FLOOR ELEVATIONS WITH I i/�" GONGRETE NOTIFY ENGINEER IMMEDIATELY, NOTES' TOPPI NG. 20. ALL WALLS SHOWN ON PLAN ARE WALLS FROM LEVEL BELOW. I, PROVIDE (2)-18 GA. POSTS AT SHEAR WALLS ENDS WITH SIMP50N MSTG52 HOLD DOWNS. � "1. HEADERS SHALL BE (3)-10" X 18 GA. X I 5/8" JOISTS U.N.O. ALL ¢ HEADERS SHALL BE BUILT pUT TO 6" WIDTH BY ADDING TOP AND BOTTOM ��• - • - • -INDIGATES BLOGIGED SHEAR WALL BELOW. RE. SHEAR WALL �, PROVIDE BLOGiCING AT ALL PANEL EDGES. SECOND LEVEL vmi. TRAGK AS REQUIRED. SGHEDULE ON SHEET 5�.5. 0 3. A7TAGH PLYWOOD TO INTERMEDIATE SUPPORTRS AT I'-O". � n � H. ALL GOLUMNS SHALL BE (3I-6", 18 GA X I 5/8" METAL STUDS U.N.O. ON PLANS. �• ALL HEADERS LONGER THAN 6'-O' SHALL REQl11RE (2)-TRIM STVDS AND � FRAMING PV7N � (�J-KING STUOS EAGH SIDE. N 9. WDOD AND METAL STUD GOLUMNS SHALL BE GONTINVOUS FROM FLOOR N TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO �3. EXISTING FLOOR JOISTS NOT SHOWN FOR GLARITY. v NOTED GOLUMN SIZES AS REQUIRED. m 3 10. � INDIGATES INT�RIOR BEARING WALLS. FLOOR JOISTS a � BEARING LOGATIONS SHALL LINE UP WITH STUDS BELOW. N N II. ALL EXTERIOR WALLS SHALL BE GONSTRUGTED � U51NG 6', 18 GA X I 5/B" AT I'-4" METAL STUD WALLS y REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL �0 INFORMATION. w � a � v m � N � C O J O N r � a JOB # 6750 A . � G � n F.ra- C� .r N I J K . � L.� I"f N O P . C� n S U ( �/ ) �/. ( UJ ) .UJ.S l X ) Y . � 8'-8 V4° "I'-i0 3/4" '7'-i0 3/4" �'-2 V�" T-i0 3/4Yl'-10 3/4" B'-8 I/4" 8'-8 I/4" l'-10 3/4" l'-10 3/4' 7'-2 I/�' �'-10 3/4' �'-10 5/H' 8'-1 I/4" 8'-1 I/4" l'-10 5/8' l'-10 3/4' 7'-� I/2' l'-10 3/4" l'-10 3/4" 8'-8 I/H" 8'-8 I/�" l'-10 3/4� �'-i0 3/4" l'2 i/2" �'-i0 3/4Yl -i0 3/4" 8'-8 5/8 Y8-4 I/2 � -10 3/4Yi -i0 3/4• i i i � i i i i i i i i i i i i � � }A X4XI/4 3��9�. H55 4XAXI/4 H55 4 i i i ~ i i � i i i - - - - - - - - - - - - - - - - � - - � i i i i i i i i i i i i i i i 532 i -. GIOX20 ! i i � J (3 -"1 I 4' VL (3)-"1 I 4" VL J (3)-"1 � 4" VL -� ` - - � - - - � - - � - - � - - - � - - � - - �- - - - --� - - - - - - - � - - - � - - -�- - - - -� - - �- - - - - � - _ - - > - - � - - _ _ , > - - - - �_, Q i i i � � � � H55 4*4 3/16 � HSS 4XdX3/Ib HyS 45C4X3/16 � H55 4J�C4X3/I6 � � HSS 4X4X3/Ib r� i � i i i i i GOLUMN GOLV N r GOLU i r GOLUMN �� _ �j i i i i i i i H55 4X4X1/4 i GOLUMN � � � � � I i � - - - - � } � ' - I - - - - - - - �,. '. M1ALL .i . �_ !� H55 X6XI/� �_ � IB GA. X I 5/8 Q' r ` � � I�" BGI/ 00 � 532 H S 8X6XI/ _ _� , _, _ , _ H55 8M6XI 2 ;fl i i i HSS X4XI/4 B GIOX20 . AT I'-4" ' � � i i i T ETAL STUD B IO 4 B J 1 - � - - - - - - - - - � - - - � - - - - � ' - - - �- - - � - - ' a - - �zr_-� _ � _ - - - � - �`I � � � H55 �I4 X4XI/4 HSS 4X XI/4 I 9 ' y�. I J (3)-l I 4" V L (3)-l I 4" V L J (B LO N U (B E L O N ll �I (BELQNU 1 11/�/�1 �.��/_ � - - � - - - � - - - i - - - � - - - � - - i - - - i - - - �- - - - - - -I - - - - - � - � - - - -- -t- - �- < � - - - � - �� - - - - - - - � - - �- - -. .i - - - - - -- - � - - - - - - I- - - -� - - - .. � - - - - - - � - - . _ .,- � _ _ ' . . . �1 2�J. _ _ _ _ - _ _ -{- _ - _ _ - _ _ �. - , 53� _ _ _ _ � _ _ . _ _ GI - .. . _ �i01VTM N _ - . � _ �� vL 9 I/4" VLL q I/4" VL ��gY'•• yL� Q I/4° VLl- Q I% " VL r �.'�J" � � -�- _ �- _ -� _ -�- _ � � i (3�1/4" �/L _ �3)-TI I/4' VL - �3)-H I/LUMN X3/Ib \ GOL�-�L� -. _ H�OC� -_ _ �••H,�', ,..I�.ea_6 r- - �4T� � XI _ _ _ _ _ _ _ � H X ��AS�'-9"_ _ _ 4'$"T - - �.� .. _ _ . _ _ {� _ _ _ _ _ X3/16 � -�� - vvv.�o� i � i 1 - - r - - - - - - -I- - - - - - -- - - - - - GIOX20 AT i'-4" m O i i ' � 8 ' - � I 53� ' BGV6 � ' �+ HSS �X6xV� � HSS�bX6Xl/2 I � � I6X8XI/� ' w �9 � � _ I _ - _ � ��_4._ �I . . _ - _ . - _ - � _ _ _ - _ _ + _ . - _ �32 _ - _ 51 P60N _ _ _ _ _ V1 _ _ _ _ _ _ . _ _ N 8X6XI/� �� B (B� LOhU ( ELOY`� . . - � - . - H U HANGEi2 �- - z - - - � � � - - - i i s . Hx 8X6 I/� . . . _ I I ��. I � i i � � � � � � � BELO � H55 8X6X3 8 H55 8X6�/8 ------ H55 BX(aX /8 _� GIO _ i i- _ _ i _ � _ , 18GA. X1 /8 O � l^U � � ��- - - - i - � ._ - i - i - - -i- - i I � � � � � B ' (BELO. - 3 � GOLUMN � -�� 4 GOLUMN D� WN . � - GOLUMN ; � (� i .d.T I'-4" ' � � � ETAL STUD LL - - - - - �c> 4: �4) 3/I6 � � ir � � i - . I � i G I/4" VL l 53� l i � . - � I Ib" DEEP SIMPSpN - XI�� ING r i i GOLU i � i i i i AT I'-O" y i i i ' " � i 53� , ' •� ,HU HANGER F2E� 4/53.2 i � SOl1TH � � I �� _ I - , �I �JI �_ FOR JOIST EINFORGME�{T ILDICIG I ' I AT I'-4' iAT I'-O" i i AT I'-O" i i � AT I'-C�" . II�-�� , NOTE� PROVIDE SNDS -� SI PSpN i m T IR TOWE " i i � � � 9 I/4' VL 9 I/4" VL I I 9 I/4" VL t � . I � � I/4" VL q I/4" VL A I'-O" 9 �/4" VL q /q• � i I I i � AT 8" THIS WALL I � ��.��- „ H HANGER • i._ � i i i AT I'-4' Al� I'-4" I � . � � J-I " V ` „_ .� - _ �-_ _ _ � _ - _ I - . _ T _ - _ � _ - _ _ � - T - � - � -.r. ' J I ) ) � j ' �.:-_.--�I:�. . I � . . � �.. I . . . . '� I ' . - I l� : I � � I I � A � I I i I I I � 1 - I � I I � I I ' I 11 ` �: . � I <,�T 4 i � . i � i. . i e i VL RE/ " olt�5 I/2�e�.- 6 yI I I i i �rT .,. H 4 E -BEAM _ - AM . BX X3/8 I H X4X '� � � Ib" VL (E) BE i�E i�E . t11 � H55 8X4X3 B 55 8 3 H I !2J H55 4X4XI/4 H55 4X4XI/4 �j' S32 � � H55 8X4X3/8 1 1 �� 2.5 �' GOLU N 53 � G LUMN i i � i GOLVMN i GOLUMN � �I i GOLUMN i (E)-BEAM � � O O (�� E)-BEAM� CE)-BEAM � �� (E) BEA� E� BE W�X14 �� T GOI.UMN i i � �-1 i . . `. _ I NOTE: PROVIDE ST DS X X X � � � i AT b" THIS WALL . �'- � I � rl � �3)'l 1/4" VL �3 -1 I/4" i - � i � .. . i -- � � ` � � � i i I _ ' _ � i i _,_ i i _ �.. ec�is000 ----- � � AT I'-4" � H55 4 4X3/Ib � I - I � . � � � .. i � H5S 4X4XI/4 � � Q �_� � � (3J "7 I/4" VL � i . '�..- - -- � °.- . . _ . . . - f F i GOLUMN� 3 3 3 :� � �� m � GOLU ' � < < . _ , 1O li2o•-io � w�xi r_, � I � GIO O � i � � ..i � � i i � � �� , �- � r X X . � X I 5'-6" - I/2" GONGRETE w � �D O [ 532 SS 8X6XI/� J � _ HS I bX6Xl/2 � _ _ , _ _ I 6 � .PLOYWDOD O! i MAX. �9 LAB-ON �", 18 GA. �� - T - 1 3 - - HS (�ELOhU ; i �, �� ( LOWI . . . I I I .. . i i : �_' � . . � - METAL DEGK I4X3/16 � (E)-BEAM - - � fE1-BEAM �E � I � �� 7 'i i .I . REINFORGE WITH O �C 3 �. II i i CE)-BEAM elE (E)-BEAM I � '-��f 1 i 53� x W�.IXW2.1 W.W. � 6 6 F � . _ . _ . _. �. _ . _ . _ . _ . _ . _ . _ .� �. . _. _ . _ . _ . _ . _ . _ . _. _ � �. . _ . _ . _. _ . _ . �,- --- - - -I - �- -Q � - - � - - I - - - - ' - - -� O � ' g � G LU N . . L ._ . _ . - . i . J _ . _ . _ . - . - . - . _ . L .� � r O � � � 531 � � / . i O . . � fEJ-BE M ' -- O �)-BEAM � (E)-BE M �I�EAM O ... (�}-�P.M� i i H55 8X6X3/8 �i ISS�X4X� - -�- � - �� j> I '� ... . r_, � _ _ ( X X � •,, -LE)-BEAM 60LUMN UP I '� � �/ � O �/ s � w Q . O X F i MT 3.9�N.O.YP. I , �� . i 9 I/4" VL _ , . 120'-10" . . .. - x i I ( _ . AT I'-O' �i � - r �,/ . TOP OF � �_.��._ . , . � iI... . .. _ HSS IOX6X3/8 i H55� IOJC6X �"gGl/50 O_ H`,�5 IOX6X3/8 _i H5S IOXbX3/8 _ . _ _ . JQ256X3/8 _ __- _ w AT/�-4�L I/4" VL I/4" Vl� .,9� 1/4" VL � .,I C I � � .. _ PLYWOOD - . ._� � � �� ''9 `-.--� � I� 4 AT I._O.. AT I._O.. � AT I'-4" - � ._-_ _.. -� . .. BGI/5000 , 12" BGI/5000 � O _ � � .. GA X I 5/8 I 6 - I 6 I �, '. _ _ _ _ _ � T I'-4" B _ r 1�1 -� - - - - F{ I�RbR�7� - -i- � - - - F� QRZ�X578� - - - - - -- i - - - - - --- � - - - - --- - - - - -� - - - - - - -�- �1 - - �� _ _ . _ �. AT I'-4" m � i T/1 � 1 METAL m D WALL I I I I I � � I I _��p I � I I "1 �� O �� 1--- ��. V. � � a � AT I'-4' i i i � H 5 bX4X3/b � � . 771/��l H55 H7�C4X3/8 �� + � ' �i'i . � �7-I�" VL . . GIOX20 . ' �LUMN - - - - - - - - - - - I7J1l11 GOLUM I � - H � �� - ~ I I 4" VL I I - � - - - -- - � - - - Q-.� 4.4 _ _ _ - _ - � � � i � �� i I � O� -r ' GOLUMN U i i AT I T� 53� � tQ 6 �Q Q �Q AT I.��. . ��• I/90 � i � ^ - � � � � I � �_ � H55 HX4X / � � � _ O O I��I A u i i , " � � ��.. � � � �Q � " F ' ATD4.6 U.NO. P - - 1�� - -�.- - - - - - -- - - i _ 4..CJ ^ O � IrR � - - \ � ' ��'.� I � � i H55 IOX6X3/8 � ' HSS IOX6X3/8 H55 IOX6X3/8 i � �Q � � (3J-I�". 12 GA X I 5/8" - - GIOX20 - - - - -- - - - - - - � � � i =- -, H IOXb 3 � H IO.K6 3 METAL J015T5 CBELO � m QOBDI ST41R I - � - - - --- - � � � H55 IOX6X3/8 � � i m ! I �I 12•• gG�/Spp� � � AT�4� GOLUMNS ITH STAIR � - �' 1 ' . , 6", 18 GA. X I 5/8 ' ' MANUFAG ER i � � � I � � �I I I I I'- _ .. .i AT I'-4' . _ . B . . _ . . i l�" BGI/5000 . - B • . � . - AT I'-4" METAL STVD .�. ..__ (TYPIGAL) \ � � � AT I'-4' BEARING VJP.LL i (3)-I�". 12 GA X I 5/8' � _ � I I�' V.0 ) - V.L; METAU JOISTS (BELONll ' - � - - -� - � 61BX-30 �- - - - - � G-19�30 �.. �I/5000 i ' (E)-BEAM � �E)- EAM �E)-BEAM � i I I � i . . � � . s,r i,_4. - - __- � - - - - -- - - - - - -� - - - - - - - ��- - - - , � 4.� O - . - . - . _ . . _ . _ . _ . . - . _ . _ . � . _. _ . - . ._ . _ . _. �. (EJ-BEAM (E)- EAM ' I�"' I/90� OX �� O i ,; � I�'� I/90 I � AT�i ^ . . '��P � � � HSS IOXbX3/8 i I�O'-O 3/B" � z . . . AL I -4" d� . . ( )-I�". Ib GA. X I /B" �... . � I i I . � i `ME AL JO 5/�f5 (BELOWJ i - i OF SOVTH �:; - (3)-12", 12 GA X I 5/b" . . � i AT I'-h" METAL STU W � � 53.2 i METAL JOIST HEA ER BUILDING NERIFY i a � . . (3)-12', 12 GA X I 5/8" i � � w W m _ - - _.._. METAL JOISTS (BELOV�V m � METAL JOISTS ELONU BEARING WALL ELEVATIONJ " ° : � �� GIOX20 � 10 TYPIGAL AT NEW W.�.LLS O a 0 E � . � � � i�-:� . . . �. m m � � GIOJC20 � �� _ � i i " \-.' � - � i ' ' OORDINATE STAIR 3 ' ' OORDINATE STAIR I � � I i I - - - '-'� � i I GOLUMNS WITH STAIR � i � � � �/ � � � �.- - � . -�. . .. • • ' I�' BGI/Q � ' . . . MANUFAGTURER 53'� . I � --. M�NUFAGTURER TAIR � � 53.2 i " , � � IO I OI b". 18 6A. X I 5/8 AT I'-4' � � ... . . (TYPIGAL7 �A AT �I�O � I ,'� (TYPIGALJ . O � , : .-_�----i . � � ._-. __. . i AT I'-4" METAL STUD . � �<�9T i i I i < � � � P �, BEARING WALL I I I � I � NEW STAIRS Y w � z ^ i i I . O . I i _� _ - _ - _ _ � _ - .. _ _ - _� - _ _ _ - _ � _ - _ _ - _ - r - _ - _ � _ - _ - _ � � _ _ _ SOU HI RENOVATIO� _ - _ -_ _ - 'rJ_'rJ _ z w z ° , �- I I � � m _ . _ _ - _ _ _ _ _ _ _�� r _. _ _ _ . _ _ - _ - � i i I I � DRAWIN65 fFiELD � °, _ � � J �� I�\ (3)-12', I6 GA.� I 5/8" 6", I6 GA. X I 5/8 (3)-I�", I6 GA.� I 5/8' � � VERIFY ALL LOGATI N ) � W } -I- - - - - - METAL JOIST EADER AT I'-4" METAL STUD METAL JOIST EADER � � a _ 6 ^ ry � � � � � i � i BEARING WALL i i N i ry i I (�Q � , i � � TYPIGAL AT NEW WALLS � I i � i i � i i H IOX6X3/8 HSS lOxbx3/8 - - . . - - - - -- - - - -10 . X3/� - - - - - - - - � i � �� 5��' �" ��/5O� � � ' �GONTRAGTOR GONFI�ZM SIZE OF EXISTING i I ' � r '4T �._4. . - B - - - A7 �'-`�" PIPE GOLUMN. , � ro � - - I � v.y e+o3C2o • - - ' � ' -REINFORGE WITH (2J-I 2 I/� X � I/2 X I/4 , � i i � j� � � AS SHOWN IN SEGTI �/53.3 IF 3 I/2" � � I � .. (3)-1�". Ib GA. X I 5 8" � � ' , , I�"' Va0 � STD. PIPE (4" OUTSI E DIAMETER) nQ ma !3)-12'f, I6 GA. X I 5/�9" � I � AT� ' . i \�• �"1ETAL JOIST HEAD�R i � i � i i i . i i METAIL ..1pIST HEADffR � � 2 -NOTIFY ENGINEER IF ALTERNATE SIZE EXISTS. � - �l r - I - - I - - � . . � 53.2 i i i i i i i � i ' � � GIdJC�O � � i i " BGI/90 OORDINATE STAIR � � GOLUMNS WITH STAIR i p 6", 18 GA X I 5/b � T �� I MANUFAGTURER i i � BEAR NG WALL 5�D � � . .. �. �TMPIGAU � � � i � � � � i � � I ASI #2 04-24-12 8 - - + I - - - - � - ' - - - - - - - � - - - - - ' - - - � � � , BUILDING PERMIT 02-23-12 ` _ _ � - I - - � - - - - - - 1 - - � - - - - - - - - 1 - - � - - - - - - - � - - - - - - - -� - - - � - - - - � - - - - - - -, - - - - - - - - - � - � - - - - O DDSET 10-31 -11 li i (3)-12", 16 GA. X I 5/8" i I I SD PRICING 08-08-11 ISSUED FOR: DATE: � NIETAL JOIST HEApER 6", 18 GA. X I 5/b -I � � i I � � � i � AT I'-4' METAL STUq BEARING WALL I � i i 10 TYPIGAL AT NEW WfrLLS � i i i i i i i � 53.2 � I � � � i i ,> .. Il'-5 I/4" 10'-1 3/4" i 10'-1 3/4' i I"1'-5 I/4' � Il'-5 I/4" 10'-1 3/4" � 10''l 3/4' Il'-4 I/4•• � I"1'-4 I/4" 10'-1 3/4" i 10'-1 3/4" Il''S I/4" I"1'-5 I/4" 10'-"1 3/4" 10'-1 3/4" 11'-5 I/2" �4'-�" I _ '• � . `, . .� ' - � � A u.l D (�.`� Cz I�.I I.5 J.9 �L 1"I.1 N.5 Q (�.l T U.9 W Y Y.I `/ � , - �Z FRAMING NOTES. T t--I I �D L � �� L I. ALL �VOOD FRAMING JOISTS SHALL BE BGI TYPE JOISTS AS I�. ALL BEAM/BEAM AND BEAM/GOLVMN GONNEGTIONS SHALL BE � ��• , I �� MANUFAGTURED BY BOISE GASGA�E GORPORATION. ALTERNATES MADE WITH SIMP�.�pN STEEL PLATE GONNEGTORS UNLESS NOTED M SHALL HAVE EQUAL OR GREATER GAPAGITY AND SHALL BE orH�rzw�se. SHEAR WALL SGNEDULE I I REVIEWED BY THE ENGINEER OF REGORD. 13. RE� ARGHITEGTURAL DRAWINGS FOR LOGATION AND SIZE OF SHEATHING AND NAILING I/b" = I'-O" �. 'VL" INDIGATES VERSA-LAM BEAMS, AS MANVFAGTURED BY BOISE ROUGH OPENINCf IN STUD WALLS. THESE DRAWINGS AND SPECIFICATIONSANDTHE IDEAS, DESIGNS AND ARRANGEMENTS GASGADE GORPORATION. ALTERNATES SHALL HAVE THE SAME OR ANEL EDGE GONNEGTION GONNEGTION REPRESENTED THEREBY nRE AND SHALL REMAIN GREATER GAPAGITY AS LISTED IN THE STRUGTURAL GENERAL 14. FOR DETAILS, FLOOR DIAPHRAGM NAILING SGHEDULE SEE SHEET 53.1, MARY. SHEATHING AT ROOF AT BEAM AND PLYWOOD SHEAR WALL NAILING SGHEDULE, SEE THIS SHEET. NAILING ABOVE BELOW PROPERTY OF iHE ARCHI7ECi, ANO No PnRi NOTES. THEREOF SHALL BE COPIED, DISCLOSED TO I5. RE� Af2GHITEGTVRAL DRAWINGS FOR HANDRAIL AND STAIR 8d OR �IO-16 16d TOE NAIL oTHERS, oR uSEO W coNNECnoN wliht nNv 3. � INDIGATES C3)-6"-18 GA. X I 5/H" METAL STUDS (U.N.O. ON PLANS) FRAMING DETAILS. Oq I/�" PLYWpOD c�-{ZEVJS AT OR �10-16 �MP��ON A35 AT �'-B wORK Oa raOIECT FORwHiCHiHtYHAVEeEEN GOLUMN DOWN ONLY. ONE SIDE 6" SGREW AT 6" MAXIMUM inEP ARCHITKT�vISUntE ONrnCT w0 HSE HEOF I6. ALL EXTERIOR WALLS SHALL HAVE GONTINUpUS STUDS FROM �e.nwiNGS Oa SreaFiCnnONS snnu 4. � INDIGATES. (3)-6", 18 GA X I 5/b" METAL STUDS FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDING RAKE WALLS). I/�" PLYWOOD 8d A7 4' OR SIMP�.�ON L550 al0-16 SGREWS N.N.O. ON PLAN) GOLUMN UP AND DOWN UNLESS IT BEARS ON OB pl0-16 SGREWS CONAi7U7E CONCLUSIVE EVIDENCE OF GONGRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. I'1. RE� SHEE7 53.0 FOR GENERAL NOTES. ONE SiDE AT 6" AT I'-O" AT 6" nccePrnNCe oF rHese aeSrRicnoNS.weirreN DIMENSIONS ON THESE DRAWINGS SHALLHAVE 5. < > INDIGATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. �g, ALL BGI JDISTS AND VERSA-LAM NOTES AS I�" SHALL BE II l/H� PRKEDENCE OVER sclaeo oinneNSiONS. OO (EXISTING) COMRACTORS SHALL VERIFY,AND BE RESPONSIBLE 6. � INDIGATES TOP OF EXISTING FLOOR ELEVATION. GONTRAGTOR TO 19. (E)-INDIGATES EXISTING. GONTRAGTOR SHALL FIELD VERIFY ALL FOR nu DInnENSIONS ANOCONOIrIONSONiME VERIFY THIGiGNE55 OF EXISTING GONGRETE TOPPING AND TO SET NEW EXISTING GONDITIONS. IF GONDITIONS ARE DIFFERENT THAN A56UMED, IOB,nNDiHISOFFICE rnU57BENOTIFIEDOFANv FRP.MING TO MATGH EXISTING FLOOR ELEVATIONS WITH I 1/�' GONGRETE NOTIFY ENGINEER IMMEDIATELY. vARWTIONS FROna TME DInnENSIONS nND TOPPING. NOTESS CONDITIONS SHOWN BY iHESE DRAWINGS. �O. ALL WALLS SHOWN ON PLAN ARE WALLS FROM LEVEL BELOW. l. HEADERS SHALL BE (3)-10" X 18 GA. X I 5/8" JOISTS U.N.O. ALL 1, PROVIDE (2J-Ib GA. POSTS AT SHEAR WALLS ENDS WITH SIMPSpN MSTGS� HOLD DOWNS. HEADERS SHALL BE BUILT OUT TO 6" WIDTH BY ADDING TOP AND BOTTOM �I. - • - • - INDIGATES BLOGKED SHEAR WALL BELOW. RE� SHEAR WALL TRAGIG AS REQUIRED. SGHEDULE ON SHEET 52.5. �. PROVI�E BLOGY.ING AT ALL PANEL E�GES. 8. ALL GOLUMNS SHALL BE (3J-6", 18 GA X I 5/8" METAL STUDS U.N.O. ON PLANS. �• ALL HEADERS LONGER THAN 6'-O" SHALL REQUIRE (2)-TRIM STUDS AND 3. ATTAGH PLYVJpOD TO INTERMEDIATE SUPPORTS AT I'-O". (�)-KING STUDS EAGH SIDE. Q 9. WOOD AN� METAL STVD GOLUMNS SHALL BE GONTINUOU�� FROM FLOOR �3. EXISTING FLOOR JpISTS NOT SHOWN FOR GLARITY. THIRD LEVEL NO E�RLOUMNFSIOZES AS REQUIRED.IMMERS SHALL BE ADDED TO FRAMING PLAN m � 10. � INDIGATES INTERIOR BEARING WALLS. FLOOR JOISTS � BEARING LOGATIONS SHALL LINE UP WITH STUDS BEI.OW. 0 N N II. ALL EXTERIOR WALLS SHALL BE GONSTRUGTED v USING b', 18 GA X I 5/8" AT I'-4" METAL STUD WALLS 3 REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL a INFORMATION. � N � O N r � N N W N m O J N � `m � Q x � 0 J O N r m a JOB # 6750 A B � � n F.5 C� . N I J K L L.� 1"I N O P � Q ( Fv 1 5 U ( �/ ), V.� ..( UJ ) LU.S � Y 8'-8 I/4" "1'-10 3/4" l'-10 3/4" -I'2 I/�" l'-10 3/4Y'I'-10 3/4" 8'-8 I/4" 8'-8 I/4" l'-10 3/4" "1'-10 3/4` -1'2 I/�" l'-10 3/4" l'-10 5/8" 8'-"1 I/4' 8'-1 I/4° l'-10 5/8" l'-10 3/4" l'-� I/�" '7'-10 3/4" l'-10 3/4" 8'-H I/H" 8'-6 I/2" -1'-10 3/4 � l -10 3/4�i'-2 I/2�'-10 3/4�i -�O 3/4" 6'-8 5/8 �8'-4 I/�' "1'-I 3/4 l -I 4" O O 3/ r` �' ' i V i i i i i i i i i i i i i i i i i � i i i i 14 � i i � � � �I � � � � � I II I � I I I I I � � I I 33 IRE� 52-S�F RRAMING - � - - R6 5�-5 F RRP.NIING I_ _ �33 - -�- RE� 52-S�F�7 RRAMING 53.3 �� \J � - - � - - � - - - � - - � - - - � - - � - - - � - - � - - - - - - I- - - � - - � - - - � - - - � - - - � - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - ID i I I I I I _ � _ - _ � _ - _ � _ - _ � H554 4X3/Ib � l� � � V� r � H55 4�P4X3/I6 H55 4Jd4X3/16 � H55 4�C4X3/16 � � � - ry � - _ - _ I I I O _ I J J I J X i X B u - - � - - - -+- - � - � - - - � - - - � - - � - - - � - - � - - - � - - � - - � - - - � - - � - HSS8� 6X3/8 �XI� ip -- - - � - - � - - - - - � � �XI� m - - - m �Xl� ^ - � - - - � - - -'i - - - � - - - � - - �- - - �- - - - -- - - � - - - -�- - - � - - - , �.�� - - _ - _ _ _ _ _ _ _ - _ - - _ _ �T 1_-� i_ - _ X � _ _A7�-5' i_ AT. I'-4 o � � � � _ _ - � � _ � _ _ _ � _ - H�ebX3,8 - HxexX3,e _ _ _ _ _ _ - _ � , � , � � � � � �U � � - - �n _ � - - - -�- - - � - - - - - - - - - - - - - - - - - - � �.� � -� _ -�- _ _i _ �- _ �- -I_ _ i_ _ S � _ l� 7ZOOF_ _ _ -_R�O� _ 53 � - X ROOF� - J - J -RO��- J _ f A�tN� GEC3 . � _ _ _ � _ - Y - _ � _ � H55 H 6X3/8 � _ _ 52-5 FQR FRAMING � � RE� 5�-5 FQR FRAMING i I - - � H55 i X6X5/8 g H5� IbXBXI/� R �.3 � fi 3 i i i I - r i i � RE� 52-5 FQR FRAMING RE� S2 5 FqR FRAMING i _ RE� i � � - _ � _ - _ � _ _ -�- _ - _ � _ - _ � HSS 4 4X3/16 X - _ - _ � _ _ J � H55 4�3/I6 _ _ _ _�. _ _ _ ry _ _ - _ _ _ _ _ _ _��. J - / _ _ _ _ - _ _ _ ;� _. 20 _ _ -- _ _ _ _ _ _ _ _ . . .. ' ' - 2 - - - - � - -_� - - - - - - -- - - -- - � - - - - - - � - � _ � - �o � - - o � � � OP N 532� I O iEN _ p� i i HSS 8xbx3/B Q• � T/1 L - - - -�- - i i 1 � - --:-rr".::�;F6 . .X X3/t6 533 i r � � I i �C i Q . � 53.3 �. �0 . V/` O X � � Q II I � I I � '�0 ry I � � i i i i i _ . _ x m m � i I � � I i � 153.3 �. i � S� XI$� ING ' ' : � '�, sourH --1 O i � HSS 8�C4X3/8 AT I'-4' � � I �X� I � � ' � I �L =J� I �p 9 � � ILDI�IG ry� I AT I'-4' I I � a i I I �I SS bx�4X3/ � H 5 BX�qFX3/H 81x4 /8 �AT�-4 �. � . . :. , . � � I . 'RE� 'S�.3 m 53'2 - IR TOWE � i i � - � i (E)-BEA REI ORGED i i i i `� -�' 3)-16" V 2 (E)-BEA R�iN ORGED _ = _ � _ _ � _ - _ _ � _ � _ � _ - _ H55 I�X6X5/8 O N HSS 12X6 � /B � . . . _ - . . . . _-_ . . G �� - rlTIl1 ' � r RE: GH. FOR ' � - � r i- � i �`1 i i i i i ' i � i � � � OVE RUN � � 2XI� AT �� OF'EN O�EN � t O�EN 55 BX4X�/B I I i � FRA�ING � �� rr - �� H55 8X4X3/8 ��--�� I . . . 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AT I•-4" (� I�" VL �XI� AT �•_�" r � 55 bX4X 8 O�N _.._ . . . � .. � \\ E�ISTING TOPPI : �1`• � � •� ,� .. � •\ • � • ` .\ �1XI0 AT I'-4" 3 I/� ' VL (FLAT) AT�-4" (F ATJ � i �Q LADDER _ a � S�REQl/1RED T � � ' � � 23 i . �J� 20 . < ♦ i g ' X V- r' O fq i r--- - O�EN i � � � j I � I I�FLAT) i � �� FRAMING ' w _ i �'IATGH EXISTI � � � �I �' i v� O ' �- -I� HSS X4 3/8 7m�1 �3P� � � $3.3 � � - - - - - - - � � I p FLOOR �� 533 � 533 � �p � '� � � f�3-13"- � - L '-��- - �- - �- 4.� c0 20 � � 20 � � � � � .-. /� � � 53.3 • � w _ T X� �x12 � , �LL - � a'^ O � � i i 53 � � i � I ' �/ I '� � � �� .._ .:,� I - - I 0� i � i AT 1'-O" � V/ � � I J _ _ _ � _ H55 4X4XI/4 � � i 533 i i `� i �XI2 i � 4-.4 - - - �3 - - r �- 83 -� � � \ H55 4X4XI/4 i � H55 4X4XI/4 � H55 SXSX3/ � 3 -p X I U� ONLY I VP ONLY �� UP ONLY �� I I i �XI� AT I'-O" =� N ^ � LL JJ .� . . � ' � ' \ ` ' \ I I \ � . �� \ I• . VP ONLY , . _ 2 _ _ I ._ _ _ _ AT I'-O" _ - _ Y3 _ _ _ _ � i ry _ - _ - _ . ._. Q-.�J F-1 .. � � � � � � � . HSS IIOX6X /8 v � � � � � � � � N55 ID X3/b , H5g IOX6X3/8 i J _ I 53.3 i 0 O� � � : • .. ' - - - - - � - - - - �� m � ' . �XI� � 2XI2 �XI� ' � Q I6 GA X 1 7 - - - - - -� - - - - i - - - - 4. O ..� ` � �� XI2 (�` > METAL JOIST I i _ . h � � � � � � AT I'-O" B . B � AT I'-O" �' � -� AT I'-O" B B - AT I'-O" � HEADER (FLVSH) � � � � ■ ■ � I �I ■ ■ , � . - � � ar.�a^ ry ^ N . . - �x�sr. L' . ry � �Q i f3l-io'. ib c�va, x � sib° _ r I � �/2 VL � �• � I��I� X I/2 12 VL �LL . - - - - - - - -METAL HEADER - - - - - - - - i fE)-BEAM�i (E)-BEAM - - - -- - - - - � - � - 27 - - - - - - � _._----- .. � - �FRAMING - _ - - RC�s2.�i ' .. - -� T - - - - - - - - -� � �- - -- - - 1 4,� 'rJ - - - . _ . _. _. _. . _ . _ . _ , (E)- EAhI fE)-BEAM � fE)-BEAM i � � i Q - - - - - . .- , _. . LADDER • - . _ . - . _ . _ . _ . _ . _. _ . _ . X� X� � i 533 � - - - - -_ �.� I ..._��' O ' � O � METAL �STg•• 3 g I � AT� (31-ID', I6 iGA X I 5/ 533 3 � i � MEGAL .KJ ST� (�•• 1 GA X I 5/8• � � � - � '�=?=-,T-J -: i - � � 132'-II' i I -L� . U TOP OF HEADER LEOT�L JO�ST HEADER HEADER AT�-4" METAL STUD � � � � � � Z � I I PLYVJpOD �3 24 WA L; TYPIGAL AT i �� I � '. - o �. . .. _.. _ .. . � � � � ♦ � � 53.3 � � � � � i S �0 533 NEW� WALLS � i - � � � � � .� � `\ �\ �\ �\ �\ �\ ` i i � `\ �� , �\ ��\ � tio},co,P � ' � I _ ¢ > ° _ i .._ _ �� ' � ... X � X . �\ � i� � i i i A�� i i � , � �� . : �O �i O� i � i F i o � \ �3 � \ 21 � �1�� O � \ � 23 \� �� _ RE� 5�.5 .. - - - - - - - - - - - RE� S�5 - 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� - - - - o � =.,.y...z v _ . . - � � � I - � - - \ -�- - 53 _� 53.3 �- - - \ \� � _ s7 � _ 533 i � � �T J.�J Q � � - I Y � Z a @ U .. Z o �.J - - \ �`da_SX \ _�_. - � �- - J-�55 SXS - I I _ _ < ^ t`� � i � P ONLY • • UP ONLY i J i i i i i i I w � z J , \ � i � i Q i � i i i i � < _ d � ., ry - - - � � � \�- -10 6X3 HSS IOXbX3/8 I - �Q ' DDER � MING ' �� ' �GONTRAGTOR GONFIf�M SIZE OF EXISTING i � � � _ � �xl� �.r �'-o° 2 I� A ' �XI2 AT I'-O" f� �,i �LL PIPE GOLUMN. , �p ^ i 3 I � X VL i � i i i li i i C J � '- - ry z ' ' -REINFORGE WITH (2)- 2 I/� X � I/� X I/4 , i jp i � � X� � FRAMNG AS SHOWN IN SEGTIO 2/533 IF 3 I/2" , ' STD. PIPE (4" OUTSI E DIAMETER) � m � � l3)-�0°, , 3 j� i , l3J-io^, �` � -NOTIFY ENGINEER IF ALTERNATE SIZE EXIS �S. � � V 16 A X I 5/8" 16 GA X I 5Q8" T j- � 13 MET L JOIST � METAL JOIS�T' � � � _ i � _ HEADER _ _ � _ _ _ _ HEADER i � i i i i i i i - �� XQ ' � nLL i i , � i i , , i i i � � O t R ' - -t- - - - � ' - - � - - - - - ' - � - - - - - - -�- - � � - - - - - - � - - - - - - � � - - - - � ASI #2 04-24-12 - � - - - �� - - - - - 'I - - - - - , - - - - - - � - - - - - - - - � - - - - - - - � - - - - - - - � - - � - - - - - - - � ' BUILDINGPERMIT 02-23-12 � ' � ' ' � � , DD SET 10-31 -1 1 ' SD PRICING 08-08-11 � � ' i � ' � � � � , ' � � ' I$$UED FOR: DATE: � � I"/'-5 I/4" 10''l 3/4" i 10'-"1 3/4' I-I'-5 1/4' � Il'-5 I/4" 10'-1 3/4" � 10'-'7 3/4" � Il'-4 I/4" � Il'-4 I/4" 10'--1 3/4" i 10'-1 3/4' Il'-5 I/4' � I"1'-5 I/4" 10'-1 3/4' 10'-1 3/4" Il'-5 I/2" �4'-�• I _ " .p•...,�.p�,, 4t�'.� I! �•1. A �J L� E_ � 1�4.1 I.� J_� L M.I N.� Q �.I T U.� UJ O Y.l .; � � . . �i � ROOF FRAMING NOTES= FRAMING NOTES: � OI.+ �Tt"I � LOI� �I �iD � IZ. I. ROOF SHEATHING 5/B" (40/�O SPAN RATING). STAGC�ER PANEL END JOINTS I. ALL WOOD FRAMING JOISTS SHALL BE BGI TYPE JOISTS AS 12, ALL BEAM/BEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE � OW �OO� � �� I I �l� �� I �l � � - AND FASTEN WITH IOd NAILS AT 6" MAXIMUM ALL EDGES AND I'-O" MAXIMUM MANUFAGTUF2ED BY BpISE GASGADE GORPORATION. ALTERNATES MADE WITH SIMPSON STEEL PLATE GONNEGTORS UNLE55 NOTED I/8" = I'-O" OTHER SUPPORTS (SEE'ROOF DIAPHRAGM NAILING SGHEDULE SHEET 53.0). SHALL HAVE EQVAL OR 6REATER GAPAGITY AND SHALL BE OTHERWISE. REVIEWED BY THE ENGINEER OF REGORD. �. RE: ARGHITEGT FORY200F SLOPES AND BEARING PLATE HEIGHTS 13. REe ARGHITEGTURAL DRAWINrfj FOR LOCATION AND SIZE OF NOT NOTED. 2. "VL" INDIGATES VERSA-LAM BEAMS, AS MANUFAGTURED BY BOISE ROU6H OPENINGS IN STUD WALLS. 3, ALL HEADERS SHALL BE C3)-10" X Ib GA X I 5/B" JOISTS VNLE55 OTHERWISE GASGADE GORPORATION. ALTE'f2NATE5 SHALL HAVE THE SAME OR 14. FOF2 DETAILS, FLOOR DIAPHRAGM NAILING SGHEDULE SEE SHEET 53.1, NOTED. ALL HEADERS SHALL BE Bl11LT pUT TO 5 I/2" OR 3 I/�" WIDTH BY GREATER GAPAGI7Y AS LISTED IN THE STRUGTURAL GENERAL AND PLYWOOD SHEAR WALL NAILING SGHEDULE, SEE THIS SHEET. rnese oanwiNCS nNO sveaFicnnoNSnNOrHe r,ores. SHEAR WALL SCHEDULE IDEAS, DESIGNS ANO ARw�N�EMENTs ADDING PLYWOOD SHIMS AS REQUIRED. I5. RE� ARGHITEGTURAL DRAWINGS FOR HANDRAIL AND STAIR SHEATHING AND NAILING REPaESENiED iHEREBY nRE AND SNnIL REnn.41N 4. ALL HEADERS LONGER THAN 6'-O" SHALL REQUIRE TWO TRIM 3. Q INDIGATES (3)-6"-IB 6A. X I 5/8" METAL STUDS N.N.O. ON PLANSJ FRAMING DETAILS. STUDS AND TWD IGING STUDS EAGH SIDE. GOLVMN DOWN ONLY. PROPERTY OF TnE nRCnITEQ, nN� NO PART 16. ALL EXTERIOR WALLS SHALL HAVE GONTINUOVS STUDS FROM ANEL EDGE GONNEGTION GONNEGTION TnEREOF $HALL BE COPIED, DISCLOSED i0 4. � INDIGATES. (3)-6", IB GA X I 5/8° META� STUDS MARiG SHEATHING AT ROOF AT BEAM OiHERS, OR USED w CONNECnON wlTn nNY 5. ALL JOIST HANGERS SHALL BE SIMP�.�ON LVP, WP OR LSSU TYPE (U.N.O, ON PLAN) GOLUMN UP AND DOWN UNLESS IT BEARS ON FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDING RAiGE WALLS). NAILING ABOVE BELOW woRK oR rROleci FORwniCHiH�vHnvEaEEN UNLESS NOTED OTHERWISE. PREPARED WITHOUT THE WRITfEN CONSENTOF GONGRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. Il. RE� SHEET 53.0 FOR GENERAL NOTES. 8d pR �10-I6 Ibd TOE NAIL iHe neCr+liECr. w5un� coNrqci wiiH ine5e 6. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM O I/2" PLYWOOD IMP�.�ON A35 AT 2'-8' 5. < > INDIGATES TOP OF BEAM ELEVATION pR PLATE HE16HT ELEVATION. �8. ALL BGI JOISTS AND VERSA-LAM NOTES AS 12" SHALL BE II Vb" P' SGREWS AT OR •10-I6 DunwINGS OR SPECIFICnTIONS SnnL� SHALL VSE SIMPSON PLATE GONNEGTORS UNLE55 NOTED ONE SIDE 6" SGREW AT 6" MAXIMUM CONS7ITUTE CONCLUSNE EVIDENGE OF OTHERWISE ON �ETAILS. 6. �- INDIGATES TOP OF EXISTING FLOOR ELEVATION. GONTRAGTOR TO I9. (E)-INDIGATES EXISTING. GONTRAGTOR SHALL FIELD VERIFY ALL Bd AT 4' OR aCCEPinNCE OF rHeSe Eesrk�rnONS.wk�rreN l, ALL EXTERIOR WALLS SHALL HAVE GONTINUOUS STUDS FROM VERIFY THIGKNE55 OF EXISTING GONGRETE TOPPING AND TO SET NEW EXISTING GONDITIONS. IF GONDITIONS AIZE DIFFERENT THAN ASSUMED, Og I/2" PLYWppD MIO-Ib SGREWS SIMP50N LS50 ul0-I6 SGREWS DInnEN510N5 ON THESE DRAWINGS ShWUnnvE FLOOR TO ROOF (INGLUDING RAiCE WALLS). FRAMING TO MATGH EXISTING FLDOR ELEVATIONS WITH I I/2" GONGRETE NOTIFY ENGINEER IMMEDIATELY. ONE SIDE AT 6" AT I'-O" AT 6" PRECEDENCE OvER SCnIED DInnENSIONS. TOPPING. CONTRAQORS SHALL VEftIFV,AND 8E RESPONSIBLE 20. ALL WALLS SHOWN ON PLAN ARE wALLS FROM LEVEL BELOW. FOR nu olnneNSIONS nNOCONOinoNSONme 8. < > INDIGATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. '1, HEADERS SHALL BE (3)-10° X 18 GA. X I 5/8" JOISTS U.NA. ALL XO �XISTING) - - - IOB,nNDTHISOfFlCE �nUSTBENOt1FlEDOFnNv 9. RE� ARGHITEGT FOR GHIMNEY SIZES AND LOGATIONS NOT NOTED ON STRUGTURAL PLANS. HEADERS SHALL BE BUILT pUT TO 5 I/2' WIDTH BY ADDING TOP AND BOTTOM �I. - • - • -INDIGATES BLOGKED SHEAR WALL BELOW. RE� SHEAR WALL vnRlnilONS FROtit rHE olnnEN510NS nNo TRAGK AS REQUIRED. SGHEDVLE ON SHEET 52.5. CONOinONS SHOwN BY rtfese oaP,wiNCS. 10. RE� ARGHITEGTURAL DRAWINGS FOR ALL OVERFLOW SGUPPER LOGATIONS. 8. ALL GOLUMNS SHALL BE (3)-6", 18 GA X I 5/8" METAL STUDS U.N.O. ON PLANS. �• ALL HEADERS LONGER THAN 6'-O" SHALL REQUIRE (2)-TRIM STUDS AND NOTES= (�J-KING STUDS EAGH SIDE. II. FOR ROOF DIAPHRAM NAILIN6 SGHEDULE SEE SHEET 53.0. q, WppD AND METAL STUD GOLUMNS SHALL BE GONTINUOV�,� FROM FLOOR I. PROVIDE (2)-IB 6A. POSTS AT SHEAR WALLS ENpS WITH SIMP50N MSTG52 HOLD DOWNS. 12. U.N.O. INDIGATES UNLESS NOTED OTHERWISE. TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO 23. EXISTING FLOOR JOISTS NOT SHOWN FOR GLARITY. �. PROVIDE BLOGKIN6 AT ALL PANEL EDGES. FOURTH FLOOR NOTE� GOLUMN SIZES AS REQUIRED. 13. EXISTING ROOF RAFTERS NOT SHOWN FOR GLARITY. �O. � INDIGATES fNTERIOR BEARING WALLS. FLOOR JOISTS 3. ATTAGH PLYWOOD TO INTERMEOIATE SUPPORTS AT ��-o•. AND LOW ROOF < 14. TI INDIGATES ROOF TRV55, SEE SHEET 54,1, BEARING LOGATIONS SHALL LINE UP WITH STUDS BELOW. FIVIMING PV1N M � I5. INDIGATES MINOR AREA OF ROOF OVERFRAMING TO 11. ALL EXTERIOR WALLS SHALL BE GONSTRUGTED �! VSING 6", 18 GA X I 5/b" AT I'-4" METAL STUD WALLS i. GONTINUE ROOF SLOPE TO NEW WALL, RE� ARGH. N REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL o I NFORMAT I ON. N O N Q m 3 a Y N � O N n � w N W pO� JO N N J N J O N r � JOB # 6750 a A B � � n �_� Cz I=1 I J K L L.5 M N O P Q ( � ) S U n u. ( 11J ) W.� n Y Y � Y i ` 8'-B I/4" l'-10 3/4" "1'-10 3/4" '1'-� I/2' l'-10 3/4" I l'-10 3/4" I 8'-B I/4" 8'-H I/4" l'-10 3/4" '7'-10 3/4" l'� I/2' l'-10 3/4" 7'-10 5/8' 8'-7 I/4' H'-1 I/4' 7'-10 5/8" l'-10 3/4" l'-� I/�" 7'-10 3/4" l'-10 3/4' 8'-8 I/8" 8'-8 I/�" l'-10 3/4Yl'-10 3/4�l'� I/��•-10 3/4" ' �'-10 3/4" B'-8 5/8..Y8.-� i/�" �'-i0 3/4� l'-10 3/4" Tlr�J i i � i i i i i i i i i i i i i ROOF BRfrGKET i � i V RE� 26/53F3 H 8 8 �j i i � i i i FLOORtGAL I i 53.3 FLODR i 53.3 FLDOR i FLOOR i 53.3 FLOOR %� i i i i i i i i i i i i � i i � BEAM i BEAM BEAM BEAM i BEAM - - � - - - � - - � - - � - - - � - - - - - - - - � - - � - - � - - - � - - �RE� 52.4 _ RE� 52.4 � RE� 52.4 RE 524 � RE� 5�.4 � � - - � - - - � - - � - - - � - - - � - - - � - - � - - - � - - - - - - - - - - - - - - - - - , - - - - - - - - - m � , � , � � , � � , � � , , � � � �' .� Q �' ROOF BRA KET g 8 ~ � � � - RE� 26/533 �XI� AT �XI� AT , 2XI2 AT �XI� AT 7 `fl FLOOR FLOOR FLOOR u � =i - - I - �- - - - �-- - - TYPIGAL � i 533 S33 i � -4� T� � -4 T2 - - � - -��_4.� � � -4 - - - � ^ ry - - - - - 1- - - - � - - � - - -B- - - - � - SEF[M � - - -- -� - - - �E - -- - � - - BEi4Nf - � --- - - - - - I.�� - - �- - - �- - �- - � - �- - - -. 1_ - FLOOR - - - - 533 FLOOR � 53.3 FLOOR� - - - - - - RE� 52.� - - - - RE� 52.4 I - - � TI � - , - T' - I - - - - - � TI � � ,p i - -� - - � - - - i - i BE�M BEP.FI � - - �EAM 533 - � - 533 � 533 - -r - - �Q - - - - - .Z�J N _' _�_- _ �_-_� _ - _ - � _ _ � _ _ _ � RE� 5�.4 _ - _ _ RE: 5�.4 i i RE� 5�.4 i � � � i TI i . . i TI i _ _ _ _ _ _ i TI i _ _ _ _ _ I.� � i I -i- - �- -�- i- -i- - - - - - - - - - - - - - - - � R - T - �- +- - � +�- - ± - 2XI2AT .. _�i_ TI _ _ -T-_� TI . . .'4t- _ - TI - A '�- � _ �_ - - _ . �. _ . OQ - � -4" A I 1 -4 � �- � I f- � � ., _ _ _ � _ _ � _ - _ � _ i_ _ _ _ _ _ _ _ Q_ � - - _ + _ � _ - _ tI � _ �"2XI2 AT _ _ _ 2XI2 AT - - _ _ _ _ _ _ i . _ _ _ _ _ _ - _ _ _ �\ _ _ 2 I � - - - I - - - I'-4" T� I'-4" T2 � I 1 I )-�6" . . )-16" . . � )-16' . . -F '� \ .' . � _ - �_ - _ _i_ _ _ _ _ _ - i -i - -�- - - - - - - - - - - i , - , - �- - 7 - - - �-- - - - - � .. -- - i - � RIM RIM � RIM ry � 3 � ry � TI TI � E ISTI 8 E ISTI E ISTI � Q' O � I I i � i `i33 .r� 53.3 T� I I I FTER �� FTER FTER ~ F W XI IN6 r i I (3)'�X6 i I i (3)�X6 � l � I l � (3)�Xlj i J I J J I J J I J J m S�ITH �T� O STVB i i TI i TI i � � � � � � LL � fLDIC1G W _ STUB STUB _ 533 _ . 53.3 53.3 . � I I i i GOLUMN � i � i GOLUMN -�' i I i 53.3 i I � GOLUMN �p - � ;fl � � � T �R TOWE .2 - � - - - - � - - - - - - - - � - - � - - - -- � . _. i. -• � • -h - • - � �-• A - I - � � . � � � � EXiSTiNG HEADER '� '� � I � i � � � i i (�I " VL (3)-1�' VL l2J-I� V � -r,� i (�J " VL (3)'12' VL i(2J-I� I NERIFY) . . . � 5 ._' '11 I � � `� EXISTING HE DER rWT 1 i i i , i i i . �0��ii� i i i i i i NERIFY� I i i 533 j j �1 RO� BRAGICET Q' � � I' `, S� .L. � �g �� )-ib" .L. � )-16" .L. �EI '�1E (E)-BEAM REINFORGEO � 54,1 _ _ �� V � 6/53.3 )-I6" .L. �)-Ib" �Y"�-( � 5 5 i� � m TYP'GAL i � � � i TRIM TRI � TRIM TRI �'� �'� � i i i i X�ISTI 4 EXI IN `�3-3 � X�15TIN 9 �X12� AT �'-O" 2-� - FLOOR F OOR FLOOR F7ER TER FTER E�I TER (E)-BEAM REIN ORGED f3J- XI� i i A BEAM i EAM i i BEAM 8 � 54.1 � 8 54.1 � H 1�:1� I�:I� _ �ji RE� 52.4 R�: S�. � RE: 5�4 i 5q,1 I �•� I I �•I I � I J , I Gr� 53� LADDER FRAMING / \ .'� - � - - - - - - - - - - - - - - 533 5 533 5 Q �V q � 3J�1� A�4 J , . J I . `' � � � ��. J TYPIGAL AT O �j � �t� �- �t� + Q i j � � j STING HEADER � � I � � � i " � � - �I �9,y > RE ESHEET 54.1 � r � i i � I _ � � ! _ � (VERIFY) i _ i � � � i b i -�. -L i ryl � I FOR ALTERNA7E - rTl ! �XI� AT � �X ' _ � �D � i �D - �D �D .9 � � J I � � � � � OVERHANG � ' I 1 �D I'-4' I T 1'-4 Q Q EXISTING � .� -. - - - � � �ISTIN EAD R I2' VL ^ `fl ^ i LL HEADER -. � �,1 -L -: -: -. -. (� FYI � x� AT I•_O•' �.I �� + �,) Q FRAMING PLAN - � 3 - �-- - - -' -- � . . . .. . . . . � 6". 18 GA X I 5/8" r � �T� I i I (VERIFY) �� A I'-4' METAL STUD AT I' O" i � h�`�+ �� I � _ � '�., '� X U ryl W�LL (TYPIGAL AT � VL 12" VL I _' LL Q : I I I i N� � � �3)-12.. VL N W WALLS) � 54.1 /� � i � � � (E)-BEAM REINF ED P VIDE �X4 � I A '- AT I'-O" I � � r ' - - _ _.. - _ _ _ _ _ _ ._____. _ - _ _ _ � 1� O � � � ry~ 4 „ (�-BEAM REI ORGED (3)-12' VL (E) BEAM REI FORGED � (3)-�Xb 6 (3 -�X6 GOLUMN i e � X d � � � O � .. �•_ •• (MAX.I HA RS _ _ q � � i � i i � � ~ FO EXISTIN6 F � 533 ' I I 5 AT I'- " . � GOLUMN X3/ HSS Sx5X3/ �_��• �� H55 SXSX3/ � X~ � � i I I I I I ' � i � TO EMAIN IN AGE � 5 33 i GOLVMN GOLUMN � � TI � � TI � . � A E REe A . I ------533 T I'-4" - - 3J-9 I/4•• � � - - - � AA _____ -�____ � ___ __ _______1 _ _ , - �_ ,T� , _ �_ ,TI Q -- ' I - - ---- -- � - ------- -- - ---- -°--------- -,----'--- --- --- --- ---- --- ----- - --- -- -- W8X48 (� • � - - - - - - 16 ~ - 53.3 1 . _ . � . . � . _ . ,. J J /� � - _ -L _ _ _ _ .- _ _ _ _ _ _ _ �_ _ _- _ ' _ _ � -_ _ 1 � I� x � _ _ - _ _____. . . . . _ _ _ . . . • I ' ( y 4 � � i i l _ WITVHgT� l l � WIT TRl1E�i l ._ . . ry � Q � \ / i i i i : � - � � - _ 2x1� AT �. �. _ �XI� f 2X12 i hA 33 m r � �XI2 AT '-O" AT �'-O' AT '-O" �' �� I I I 1 I OLL � ' ' - - LADDER2FRAMIN `'�•� RE� 5/54.1 `-�•� „ vL � ;,: � �I 54.� �V�LADDER � STRUGTU A T 5T TURAL fll i � i I � i �� i FRAMING � AT I'- T 1' J_ 6" V_Ls i �(�J 16 V.L. i t0 J � I RE� /S4.II 54.1 FASGIA � i - FA A - �-F'9 - � - - - � O �_ _ SIM. ... ry i SIM � �Q i I 'D � � � ' - � AT I'-O" .ry .ry + - - -J--1L T__I'-_4" - �_. b- . _ �3C�T - � - �.� � (T IM � T IM X R� ...�, � 3 _.. !.�1 �^ _. _-. �--� 6 � I� �. J ' AT I.�.. 6 $,� 24 6 � t XI ING � E IS ING i � � � ( �X6 � I `�-� I�" VL VL X Q i � �= i ,�ry .O . O � O i , � i A i,_�.. S33 U �UNtN � fa7 i'-O" (3) x6 -\' - K �' � �O � 533 533 , � ( , 4.4 - - - - - - - LR -5,4.1 - - } � - - - -� AT I'-O' �] 533 � < Q,p X � ' �XI2 533 �,'`Y,p.P � - - - - - � : il1 v Q � -� � H 4X4XI 4 H55 4X4XI/4 HSS 4X4XI/4 Q GO MN HSS SXSX3/ X� L " - ry� � � AT 1'-4" �4� � � � � � � OLUMN �,�Q' GOLUMN �� GOLUMN �-( + GOLUMN ry��XI� T I'-4' - - r - � I 12-l�'�- � - - -�- -� �-�r- � - ---- - - - - - -- _ �.� O � � : _ � � � - T - � - � - Q �Q � J� S3. �D �D 5 � )- I/4" L i ) 12" V -C3)- Il4 L i WbX48 XI2 AT I'-4' - - - - - --- - - - - - - - - - - - - - - _ .- I F ��' BENT T � � O � Ol � m �'� � � � � Q wex� . wa i wex�i � n - � � < �x� � ry " 4. � � X Q � � i - S33 J l' S33 J 53.3 XI� AT I'-4' AT i'-4" � � � M� � � ' ExISTING ExISTING � i 9 �q ' ' L i . r � �Z x HEADE 5 ".• HEADER O Q 'J ( - �� J � 6 4'� ' � 2XI� AT I'_4• I�.. VL II � XI� 533 i � T x � � _ x Q _ � _ � _ X _ _ - _ - . _- _ � N AW WA PIGAL AT � LUMN i - _ 533 _ Qi O -. . -._ - I�:12 12:12 _ _ _ _ _ _ - _ - _ - _ - _� - �!�- __- _ - �.1 � ^ CEI f EAM REINFORGED (3)- XI� (E)-BEAM REINFORGED � � f�J � � � 3 E�~�LFET'aL-STfJD 3 � r 3xb�-ST11 �4 0� � � � _ � _ _ _� _ - _ - _ - _ - _ I : _- - -_ 4.a ry (VEI21F ) ...�(VERIFY) _ _ LUMN 6', IB 6A X I 5/8" � _ T I'-4' rJ __ � { _ r I � i I 1 Tr X� 2XI� AT 533 533 2XI2 AT � 533 Q Q�Q• 'fl i �. i ' - I � 1�.12 12.12 I (`I� i ��-O' I'-O' � `�,�� X12 STRUGTURAL LADD ER P �XI� STR41GTURAL � � . I �XI2 AT � � �'' 3)-6", I b 6 A. i 5 � � F A S G I A � RAMIN6 F A S G I A � .r--T°=-�1 z i :� i 4 ' XI2 AT I' f3)-b'-�b" """��I""" i � ' i I F (3)2X6 12 GOLUM (3)2X6 3)-b', 18 �A. I M E T A L S T U B (3)-1 2", 1 2 G A. � I 5/8" . i ' i i I I - S33 J I S T U B � S T V B G O W M N I = � I 5 GOLUMN i I��I� x� GOLUMN �,� GOLUMN METAL JOIST EADER . . - '_ O = ^ 2XI� �+ �,_�,. i . . 53.3 i T I'-O' i 533 i � � 533 � � fHIGH AND LOI'NJ �. . � -�- - - � w W a LADC� I � �X12 AT�._�.� �- 12� � I - .. � � o � FRAh� G �� `�/L � b LADDER FRAMING (3)�X 3)� �XI2 AT '-O" LAD�ER C3J-�X '�J-� AT I'-O" - � 2XI2 AT '-O" LADDER� PROVIDE (�)-� I� BLOGKIN6 ' a J W - Q FRAMING AT HIGHY20 FRAMIN6 AT HI6HY2pp � ry �•� i (3)-6', 18 GA. � 5 I/4 X I T OW ROOF i (3)-6", IB GA. 5 I/4 X I T W RpOF i WITH SIMPr�ON L�iO ANGLES " m FOR ATTAGHMENT OF TRUS��ES � Q � 6", I GA X I 5/8" I�" VL � � � � � ° GOLUMN GOLUMN � AND GORBELS (TYPJ � x W�' � � AT I " METAL STUD AT I'-O' O Q / N � WAL (TYPIGAL AT I � I� �LL (3I-�Xb �TUB EW ALLSI I �LL - - - - - -- - - � - - - -. ._ - - - - - - - - - - - - - - - I - - - - � - - - - - - I � -� - - - � J.J a � o i v ' � �- GQLUMN - - - - - � _ - ' J �XI� AT 2'-O' LADDER i '�' �XI2 AT �'-O" LADDER � I i I i - � _ _ �g � ry X� �XI� STRUGTURAL FRAMING AT LOW ROOF �XI� STRUGTURAL FRAMING AT LOW RDOF � � i � - w � m Fj G�. - _ _ (3)_=�X6 . -2X6__GQLI1Md _ _ �> FASGIA HIGH ROOF I FASGIA HIGH RDOF I i - � (3J-I�". I6 GA X 1 5/ " i i i � "' _ � ¢ m � fV N � Hi SXSX3/b p� H55 SXSX3/ X� i � �XI2 STRUGTURAL FASGIA �XI� STRUGTURAL FASGIPI � w � GOLUMN GOLUMN V 12' STRUGTURAL L �3�-�". �6 6A X I 5/ " X i + i ry METAL�JOIST HEADE H I G H R O O F i I�" ST R U G T VRA L M E T A L�J O I S T H E A D E H I G H R O O F i i � a _ ry ry�_ XI� AT I' _ �� 3 I/4" � F A S G I A L O W R O O{- L0� F ASG IA LOW ROO� LOl^U 6 � - - _ JJ^@X4�-. I l2" STRUGTURAL FASGIA I�" STRUGTVRAL FASGIA i � � i i y,��l � � i � � 1O i LOW ROOF i �O i LOW ROOF i � i � � ' ' ,�r 53.3 t1 533 � 533 � . � i T 3 � � � - 2X� �'� 0 �GONTRAGTOR ONFIRM SIZE OF EXISTIING ' � , S RUGTU A 4:�� ): AT I'- " STRUG RAL i� i ' i � - F SGIA - � - - - - FA5G1 _ � i i � i � I � PIPE GOLUMN. , i , � r �x� I�.7 i'-4• �, J�` ry Q � Q , �x� � -REINFORGE WITF4 (�)-L � I/� X 2 I/2 X /4 � mQ m � � � ry: ,�Y °'T � �� 6 � � � � � � AT SHOWN IN S�GTION 2/S33 IF 2 I/2" � , , "� � I ��X X , �ry ' 2XI2 533 � � STD. PIPE �2.87 OUTSIDE DIAMETER) i ' i r �XI� R�T I'-4" L � -r ry 1,j,1J AT I'-4" i � _ i _ i _ _ ox12 , � i -DO NOT REINFO GE IF 3 I/�"m PIPE. - 3x�AT i'-4" ��j. gENT ENr � � � � (4" OUTSIDE DI METER) i � i i � ��v f' � �- i � i 2XI�i AT I'-4" '� ' .. .� C 2ATI2-4 � i I i i i i i i �D � i L i i � �X AT I'-4" ry I�" VL II � XI2 533 i i i ° 12 V 533 T � _4 i � i i i i i i � � - - � - � - -- - � - - �� - - - - - � - - - - - - 1 - - - - -' - - - � - - - - - - - - - - - - - - 1 - - - - - - � - - - - - -� - -�- - - - - - -� - - - - - - - - - - - - - � BUI DINGPERMIT 02-23-12 � - -C - - - - - - -� - - - - � - ' �x� srRUC4uRS,� ; � �x� f.r r �XI� STRUGTURAL ' � ' � ' , ' ' , ' DD SET 10-31 -11 FASGIA C3�_6„_18„ LADDER FI�AMING FASGIA � � METAL STUB f3�_�� A. x i sia• , � , � SD PRICING 08-OS-11 � � GOLUMN i METAL JOIST HEADER � � � � i � i ' ISSUED FOR: DATE: (HIGH AND I�ONU i Il'-5 I/4" 10'-1 3/4" i 10''l 3/4" i I'7'-5 I/4" I"7''S 1/4" 10'-1 3/4" � 10'-1 3/4' I Il'-4 I/4" � Il'-4 1/4" 10'-1 3/4" � 10'-1 3/4' IT-5 I/4" Il''S I/4' i 10'-1 3/4" 10'-1 3/4" Il'-5 I/2" �4'-�'• I _ •' �1.a,A � A B.I C � I--4.1 I.5 J.° L 1"f.l N.5 Q iZ.l T U.9 uJ O Y.l ` `� � , �7��:°;`,,` � • � �� . SNEAR WALL SGHEDULE � I � N �OO� � ��I I I N� P� /� I �l ' R 1? SHEATHING AND NAILING �� . . �' � � � ROOF FRAMING NOTES: FRAMINCs NOTES: cor,r,ecr�oN GONNEGTION ve° = r-o° _ MARK SHEATHING ANEL EDGE AT'ROOF AT BEAM -- NAILING I. ROOF SHEATHING 5/8' (40/20 SPAN RATING). STAGC�H2 PANEL END JOINTS I. ALL WOOD FRAMING JOISTS SHALL BE BGI/450 TYPE JOISTS AS 12. ALL BEAM/BEAM AND BEAM/GOLUMN GONNEGTIONS SHALL BE ABpVE BELOW AND FASTEN WITH IOd NAILS AT 6" MAXINUM ALL EDGES AND I'-O" MAXIMVM MANVFAGTURED BY BOISE GASGADE GORPORATION. ALTERNATES MADE WITH SIMPSpN STEEL PLATE GONNEGTORS UNLESS NOTED 8d OR �IO-I6 Ibd TOE NAIL OTHER SUPPORTS (SEE ROOF DIAPHRAGM NAILING SGHEDVLE SHEET 53.0). SHALL HAVE EQUAL OR GREATER GAPAGITY AND SHALL BE OTHERWISE. O I/�" PLYWOOD IMPr�ON A35 AT �'-8' REVIEWED BY THE ENGINEER OF REGORD. A ONE SIDE `-�REWS AT OR #10-16 MAXIMUM 2. RE: ARGHITEGT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS 13. RE� ARGHITEGTURP.L DRAWINGS FOR LOGATION AND SIZE OF 6" SG12EW AT 6" NOT NOTED. 2. "V.L." IN�IGATES VERSA-LAM BEAMS, AS MANUFAGTURED BY BpISE ROU6H OPENINGS IN STUD WALLS. 8d AT 4' OR 7MESE DknwINGS nND SPECIFIUnONSnNDiHE GASGADE GORPORATION. ALTERNATES SHALL HAVE THE SAME OR Og I/�" PLYWOOD •10-16 SGREWS SIMP60N L550 �10-I6 SGREWS IDEAS, DESIGNS nND nRR,4NGEn�ENTS 3, ALL HEADERS SHALL BE (3)-10" X 18 GA X I 5/8" JOISTS UNLESS OTHERWISE GREATER GAPAGITY AS LISTED IN THE STRVGTVRAL GENERAL �4. FOR DETAILS, FLOOR DIAPHRAGM NAILING SGHEDULE SEE SHEET 53.1, ONE SIDE AT 6" AT I'-O" AT 6" REPRESENTED 7nEkEev nRE nND SHnLL RErsnIN NOTED. ALL HEA�ERS SHALL BE BUILT OVT 70 5 I/2" OR 3 I/�" WIDTH BY NOTES. AND PLYWOOD SHEAR WALL NAILING SGHEDULE, SEE THIS SHEET. PROVEett oF rHe necHirecr, nNO No PnaT ADDING PLYVJ��D SHIMS AS REQUIRED, iHEREOF SHALL BE COPIED, DISCLOSED TO I5. RE� ARGHITEGTURAL DRAWINGS FOR HANDRAIL AND STAiR OX (EXISTING) - - - oinee5, Ok u5eo w CONNeCiiON WITH ANY 4. ALL HEADERS LONGER THAN 6'-O" SHALL REQUIRE TWO TRIM 3. Q INDIGATES GOLUMN DOWN ONLY FRAMING DETAILS. WORK OR PROJECT FOR WHICH THEY HAVE BEEN U.N.O. ON PLANS. PREPARED WITHOUT THE WRITTEN CONSENTOF STUDS AND TWO iGING STUDS EAGH SIDE. I6. ALL EXTERIOR WALLS SHALL HAVE GONTINUOVS STVDS FROM me AeCni7eC7. vISUn� CONinCi wlin meSE 4. � INDIGATES. (3)-6", Ib GA X I 5/8' METAL STUDS FLOOR TO FLOOR OR FLOOR TO ROOF (INGLUDING RAKE WALLSJ. okawiNGS OR SPECIFICATIONS Stuu 5. ALL JOIST HANGERS SHALL BE SIMPSpN LUP, WP OR LSSU TYPE (U.N.O, ON PLAN) GOLUMN VP AND DOWN UNLE55 IT BEARS ON NOTES' CONSiiiuie CONCw51ve tvioeNCe oF UNLESS NOTED OTHERWISE. GONGRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. Il. RE: SHEET 53.0 FOR GENERAL NOTES. ACCEPTANCE OF THESE RESTRICTIONS.WRITfEN 6. ALL BEAM TO GOLUMN GONNEGTIONS, BOTH TOP AND BOTTOM 5. < > INDIGATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. I. PROVIDE (�I-18 GA. POSTS AT SHEAR WALLS EN�S WITH SIMPr�ON MSTGS� HOLD DOWNS. Du,nENSIONS ON THESE DR.awINGS StuLLtuvE SHALL VSE SIMPSON PLATE GONNEGTORS UNLESS NOTED 18. ALL BGI JOISTS AND VERSA-LAM NOTES AS I�" SHALL BE II l/8" OTHERWISE ON DETAILS. � �. PROVIDE BLOGKING AT ALL PANEL EDGES. PReCeDENCE Ovea SCALED DIMENSIONS. 6. INDIGATES TOP OF STRUGTURAL FLOOR 9HEATHING IQ. (E)-INDIGATES EXISTING. GONTRAGTOR SHALL FIELD VERIFY ALL cOn�iw�C7oessrvnuvesiFV,nNOeeaeSPONSie�e ELEVATION. EXISTING GONDITIONS. IF GONDITIONS ARE DIFFERENT THAN ASSUMED, 3. ATTAGH PLYVJOOD TO INTEIZMEDIATE SUPPORTS AT I'-O". POR nLL DInnEN510NS nNDCONDIiIONSONTHE 7. ALL EXTERIOR WALLS SHALL HAVE GONTINUOUr� STUDS FROM NOTIFY ENGINEER IMMEDIATELY. JOB,ANDTHISOFFICE MUSTBENOTIFIEDOFANY FLOOR TO ROOF (INGLUDING RAKE WALLS). vnRin7ioNS FROM iHe oiMeN5ioN5 nNo l. HEADERS SHALL BE (3J-10" X Ib 6A X I 5/b" JOISTS U.N.O.. ALL 8. < > INDIGATES TOP OF ROOF BEAM OR TOP OF PLATE HEIGHT. HEADERS SHALL BE BUILT OVT TO 5 I/2" (3 I/�") WIDTH BY 20. ALL WALLS SHOWN ON PLAN ARE WALLS FROM LEVEL BELOW. CONDITIONS SnOwN BY THESE DRnwINGS. ADDING PLYWOOD SPAGERS AS REQUIRED. Q. RE� ARGHITEGT FOR GHIMNEY SIZES AND LOGATIONS NOT NOTED ON STRUGTURAL PLANS. 21. - • - • -INDIGATES BLOGKED SHEAR WALL BELOW. RE� SHEAR WALL 8. ALL GOLUMNS SHALL BE (3)-6", IB GA X I 5/8' METAL STUDS U.N,O. SGHEDUIE ON SHEET 5�.5. 10. REi ARGHITEGTURAL DRAWINC� FOR ALL OVERFLOW SGUPPER IOGATIONS. 9. VJOOD AND METAL STU� GOLUMNS SHALL BE GONTINUpVS FROM FLOOR 22. ALL HEADERS LONGER THAN 6'-O" SHALL REQUIRE (2)-TRIM STUDS AND TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO (2)-K�NG STUDS EAGH SI�E. I1. FOR ROOF DIAPHRAM NAILING SGHEDULE SEE SHEET 53.0. NOTED GOLUMN SIZES AS REQVIRED. 23. EXISTING FLOOR JOISTS NOT SHOWN FOR GLARITY. I�. U.N.O. INDIGATES VNLESS NOTED OTHERWISE. 10. � INDIGATES INTERIOR BEARING WALLS. FLOOR JOISTS ROOF FRAMING PLAN 13. EXISTING ROOF RAFTERS NOT SHOWN FOR GLARITY. BEARING LOGATIONS SHALL LINE UP WITH STUDS BELOW. II. ALL EXTERIOR WALLS SHALL BE GONSTRUGTED 14. TI, T� INDIGATES ROOF TRU55 AT �'-O", SEE SHEET 54.1. U51NG 6", 18 GA X I 5/8' AT I'-4" METAL STUD WALLS REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION, S2 . 5 JOB # 6750 a GENERAL NOTES I I/2" I I/�" I I/�' I I/�'• 1. LIVE LOADS USED TN DESIGN: 0. UNLE55 NOTED OTMERWISE, MASONRY WALLS SHALL AL50 BE REINFORCED WITH ��-F�" ONE #5 VERTICALLV AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINOIXJ I I/�" I 1/�' I I/�" � -�- pS AT I�-O� X�� A. ROOF (SNOIJ) LESS THAN OR EQUAL TO 4:12 SLOPE 100 VSF OPENINGS AND AT NOT OVER 4 FEET ON CENTEN TYPICALLV. REINFORCEMENT p � I I 5 AT2'-O"�� SHALL 8E FULLY GRWTED IN PLACE. GROUT SHALL DEVELOP 3008 VSI IN 28 DAVS � - I I B. NOOF (SNOW) GREATER THAN 4:12 SLOPE BB PSF AND MEET ASTM C4]6. ry ry I � � I" SHIM AND NON- - � � SHRINK OROUT C. TVPICAL FLOOAS 40 PSF E. ALL CMU WALLS REQUIRE A MINIMUM OF 2-#5 IN BOND BEAM ABOVE ALL OWRS AN� - RE� PLAN . H55 GpLUMN'R6 PLAN � � I� LATION P�{JR WINDOWS, AT FLOOR AND ROOF LINES� AN� TOP OF GARAPETS UNLE55 OTHERWISE - - � �.' ` I I D. BALCONIES 100 PSF NOTED. � � - ' `• � � K4 DOWEL X I'-10" AT _ ` (p � � � BASE PLATE RE� PLAN � � �4" DRILL AND EPDXY T ^ E. EGPE55 STAIRS 100 VSF F. FILL ALL VOIDS AND BLOCK CELLS SOLIDLV WITH ASTM C476 GRWT FOR A DISTANCE - 1 RE� PLAN �. II� I I I WITH 3/4" m ANGHOR I I OROUT INTO EXISTING v �F 24" BENEATH AND A MINIMUM OF 16" EACH SIDE OF AlL BEPM REACTIONS OR � _ � ' • BOLT RE� 14/53.1 � I AS REQVIRED AT NEW f. IMVOPTANCE FACTOPS OTHER CONCENTRATED LOADS UNLE55 NDTE� OTHEftWISE. � � , . ' - . �� a • � �/� � b" I'-4" I i SLABS � CATEGORV II ` � ��-� •tl• I I � . � SEISMIC FACTON IE 1.B G. CMII SHALL BE FOLLV GRWTED BELIXJ GRADE. ry � � � � ARG I I lp SNIXJ FACTOR IS 1.0 .Oo�.� ,Oo�.� . , -- . � 10" - 10 I/2 � ... o..`.a. o:,�.a.�o� w5 AT I._0.� x . .a �s � _. � . � � i i o : � s_ WIND FPCTOR IW I.B H. VRO'JIDE MASONRY TIES WHERE MASIXJRV A&1TS CONCRETE. � ' l�,q � ' ' a '� . : . �I�II�� fQ � I I � . . . : . o . o - I Ir �,' .•aa:�0•.°.vo.0 ° 0:�0 ° 0 0• ��. : I � . ' 0 or.°•0•:ov.°•0•: v.°•0•:0� . � G. WIN� 8. STqUCTURAL STEEL .0 � 0�:0 0•: Qoa � t=3/4" pp t=1" o y, o �(, 'n��o:. d � . . Ooo0�0°00'� 400',l'70�00 .� . � Oo°.0�'OoA.O,�'O' .0,�'OoA.O, 3 SECOND GUST 10B L.�I � BP2 Z a '. o..��.{Oop.�,�VOo. O.h'�. - � � � a n• y . n• •.: - II�II,.,.II • . , I � � FASTEST MILE fl0 A. ALL STRUCTURAL STEEL SHALL CDNFOBM TO ASTM A36 EXCEGT WIDE FLANGE BEPMS � � � ��C�� • � ' �II III • � I \\\ E%VOSURE B WHICH SHALL CONFOPM TD ASTM 992, (50 KSI) ANO E%CEFT GIDE COLUMNS WHICH NSS 4XB HSS (DXB kS AT 2 �� '; � � p �II-II . � j ' a �'. a . � '• I�� Z 1 .__-�-.. SHA�L CONFORM TO ASTM A53 ANO TUBE COLUMNS TO ASTM A500, GRADE B, LATEST I I/�" I I/�� " 2•_�• x r �• � • . �. ' � S AT I'-O" W W F �III � � ' � .a ' � ^ H. SNIXJ � `•'- EDITIDNS. STEEL SUPVLIER MAY PROVIDE ASTM A572, G0.A�E SB AT HIS OPTION. Q ' : . �F � ��, EAGH VJP.Y • • '-11 � J : I 1/�" I I/�" - � 'a . ' ` RE� 3/53.1 .. . � .a. . 'RE. PLAN u GRWND SNOIJ LOAD Pg 145 i MISCELLANEOUS EMBEDDED ITEMS SHALL 8E A36 STEEL I I/�" I �i�• ry �� ti �. a. � �- �� . �� a ^ „ . � ,jQ _ ' , i v�° . .. i v�., . < . I. SEISMIC � �• �-' � 8. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNW TIGiR (V ry I '. � �E� PLAN . � W � SITE CLASS C CONDITION. ALL ANCHOR BOLTS SHALL CONFDRM TO ASTM A307 UNLESS NDTED � �� _ I a � ? ��-� .��_'��, `� (�1 J � CATEGORV B OTHERWISE. - ry � , � � S� C T I ON I W ss e.zes - i- - � (�)-u5 TOP � IE - -"'�I I I� .. • 51 0.068 C. STRUCTURAL STEEL SHALL BE DETAILEO M!D FABRICATED IN ACCORDANCE WITN THE AND BOTTOM 8y Q • �J-pS GONT, SDS 0.245 LATEST PROVISIONS OF AISC "MANUAI OF STEEL CONSTRUCTIIXJ." _ �� . soi e.en - � � MIN. e� •�. I� . . 3/4,. _ �,_�. BASIC SEISMIC FORCE RESISTING SVSTEM IS LIGHT FRM1E0 WALIS WITH STRUCTURAL D. EXCEPT WHERE DETAILED OTHERISE, FABRICATOP SHALL SELECT STEEL CONNEQIONS - - � " MIN � PANELS GEP AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A AND/DR AISC _ ry SEISMIC RESPONSE COEFFIQENTS CS 8.037 "SIMPLE SHEAR CIXJNECTION M4NUAL" WITH A325 N BOLTS (DR WELDED EQl1IVALENT) N N �e ' . � - RESPONSE MODIPICATION FAQOR 6.5 TO SUVPoRT LOADS SNDICATED ON TNE STRUCTUPAL DRAWINGS. WHEN LOADS ARE \ \ � BP4 � �a � � . '^ ANALYSIS PROCEOURE USED EQUIVALENT LATERAL FOFCE NOT SHIXJN� SELEQ CONNECTION TO SUPPORT 60% THE TDTAL UNIFOPM LOPD _ IO" �_I/�" HS� 4X4 '� �"' � ' '.'.�Q .•. tI *�`I V 1 CAPACIN PEP AISC "MIWUAL Oi STEEL CONSTRUCTION" FOR EACH GNEN BEMi HSS 4X4 �� ' � � � E G T I O I �l � � L LNE �OADS ARE REWCED VER CODE IF APVLICABLE. AND SPAN FDR NON-COMPOSITE MEMBERS. j� �� • �� GONCRETE TOPPING K. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE� 2009 EDITIDN. E. ALL WELDERS SH4LL HAVE EVIDENCE Of VASSING THE PMERICAN WELDING SOCIETV BP3 � � � I °S/4� = I'-O� _ SLAB-ON WATERPR�OF STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. � � ��IE O� MEMBRANE'RE� .4RGH, r', z. oeFERxEO suenirrn� � '/H � I/� �J � C T I O I �l � � EXISTiNG i I/2' �3 AT I'-O" X_�• � F. MINIMUM WELDS TO BE 7ER AISC TABLE J2.4 BUT NOT LE55 THAN 3/16" CONTINUOUS � I/�" I i/�" 3 ��8� 3 ��8 GONGRETE TOPPINC GONTINUOVE� BLOGiGING A. DEFERRED SUBMITTALS VER SECTION 1063.4.1 SHAL� BE SU&1ITTE0 TO THE BUIIDING FILLET UNLE55 NOTED OTHERWISE. I I/�„ f I/� I I/�� I I/�" 4" GONCRETE EXISTING FLOOR NOTE� TOP OF WALL oFFian� rwo rxe DESIGN VROFESSIONALS AND PEVIEWED PRI�R TO iruSTauariau. I I/2' " ' I I/�" 3/4" = I'-O" SLAB WITH bXb FVLL WIDTH AT RREA 3" MIN. GONCRETE SLAB � G THE TERMINOLOGY "CONTINUOUS" MEANS - SHEATHING QUANTITV. PRWIDE THE NECESSARV JOIN� _ W�,IXW�.I W.W,F. WELLS RE� ARGH, 8. DEFERRED SUBMITTALS ARE: �ETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIIXJS WITH � � ry (V � � (v - IZE� PLAN 1. PREFABRICATED ROOF TRUSSES ANCHITECTURAL CONTNOL AND E%PANSION JOINTS. � � ry RE� PLAN PLYVJOOD SHEATHIN6 I RIGID INSULATION C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMV AND SIGNATURE OF TNE H. PROVIOE TEMPORARV BRAQNG AND PRECAUTIONS NECESSARY TO COMPLV WITH ALL � _ _ - TOP OF � LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PNEPARATIDN OF THESE STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR _ - - - 6� METAL � , � . DOCUHENTS. LATERAL LOADS UNTIL ALL FIEI� CONNERIONS ARE COMPLETED AND PERM4NENT " - STVD WALL WALL -�_� . • d_�� _� .� � �arenn� svsrens arvo oeas nee in vuce. }I � � RE� PLAN 4" GONGRETE 3. TESTING, INSPEQIONS AND OBSEFVATIONS: I ' - - � SLAB-ON-ORADE ' i-r�- '-�8_,t��. � ^ I. STEEL FABRICATOR SHALL NDT RECEIVE ADDITIONAL COMPENSATION FOR SHDP � RE� PLAN / \ � I6 GA BOTTOM i - u A. THE STRUQURAL ENGINEER DOES NOT VROVIDE INSPEQIONS OF CONSTRUCTION. DFAWING TIME FOR ANV REVISIONS TO ERECTIIXJ DRAWINGS NOR FOR ANV REVISIONS - �� STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIWJS DF THE CIXJSTRUCTION{ TO PIECE ORAWINGS PRION TO ENGINEER'S AVVROVAL OF ERECTION DRAWINGS. - - TRAGIC WITH � � ^ SUCH OBSERVATIONS SHALL NOT REFLACE FEQUIRED INSVECTIONS BV THE H5S 4XB ry ' HILTI X�F 6�• , � - O GOVERNING AOTlqRIISES DR SERVE AS "SFECIAL INSPECTIONS" AS MAY BE 9. METAL DECK ry � HS�.J (�X (V ry POWDER � I � REQUIRED BV CHAPTER 1] OF THE INTERNATIONAL eui�oit� [ooe. ��4- _ - � - AGTIVATED � . KS AT I'-O" A. UNLE55 NOTE� OTHERWISE, DECK SHALL BE SHOP-VAINTED STEEL, SHHLL BE OF ��4�� - FASTEN�RS 6 �f' ,-i' ' � (FIELD VERIFY) � . � � . . � . • B. THE FOLLOWING WORK SHALL BE INSPERED BY THE SVECIAL INSPEQOR UNLESS THE TVPE CALLED FOfl ON THE FRAMING PLANS AND SHALL BE TWO SFAN MINIMU+1 (FIELD VERIFYJ AT I'-4" 'a - o � p� I I/�" ' i' � VL FLOOR BEAM SVECIfICALLV WAIVED BY THE BUIL�ING OFFICIAL. WHERE PoSSIBLE.SINGLE SVAN DECK CONDITIONS SHAII BE SHORED. DECK SUVPLIER ' •� . o••� �o••� � � 1. SOIL GqEVARATION SHALL VERIFV COMPATIBILIN OF HIS DECK FINISH WITH FIRE PROOPING BPS BP6 ' �oYq��(� ' oY�°•�'�0 6� RE� PLAN w` a. EARTHIJORK EXCAVATION, PUICEMENT AND COMPACTIIXJ OF FIIL AND REQUIREMENTS. �i��- a5 AT 8" � �Xb Tf2EATED PLATE rT, r�1 IN-0LACE DRY DENSITV OF THE COMPAQED FILL FOR CONFOFMANCE WITH IF Ir p � -� WITH I/�"m ANGHOR � v i v�° i v�•• r (�)- 5 GONT. � _ THE AFVROVED REPORT. B. DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK NT AND NEINFDRCED IN IIEII I a w � BOLT AT �'-O� /� 2. CONCRETE CONSTRUCTIQY ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPEQFICATIONS � �� 5� � ��2 �I-' FIELD � �� a. PERIODIC INWECTION OF REINFORCING STEEI� [NCLWING PIACEMEM. E%CEPT AS NOTED OTHERWISE. ��C.,�LIL�I� MEASURE EXISTING FLOOR �S AT I'-6" GONGRETE SLAB ON- O b. VERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. (v LSXSXI/4 GONT, �I�II ,J�IST HORIZONTAL GRADEW�TH W.W.F. c. CONTINWUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED L WELDING REQUIREMENTS SHALL BE AS FOLL04lS UNLESS NOTED OTHERWISE ON - I WITH 1/4" STIFFENER ''C� � EAGH FAGE 3/4' SLOPE TO DRAIN TO GABRICATE SPECIMENS FOR STNENGTH TESTS� VERFORM SLUMV AND oaawiN�s. - AT 2'-O" AND 3/4" m E� ARGH. � � AIR CONTENT TESTS ANO DETEqMINE THE TEMPERATURE OF THE CONCRETE. 1. ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH - X 4� (EMBEDI �S AT I�-4� EAGH WAY EXi5TiN6 GONGi2ETE 'RE� PLAN O d. VERIODIC INSVECTION FOR MAINTENANCE OF SPKIFIEO CURING INTERMEDIATE SUPVORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH � H�j�j SXS - EXPANSION ANGHOR WALL _ TEMPERATUPE AND TECHNIQUES. 5/8" DSPMETER VUODIE WELO. VROVI�E WELD WASHERS AS REQl1IRED. O AT ��-O° MAX. �T 1 � 3. STEEL CONSTRUCTIIXJ 2. LONGITUDINAL JOINTS BETWEEN AD]ACENT PLOOR �ECK IINIIS SHAIL BE � �, REi PLAN O F�� a. ALL WELDING SHALL RECEIVE CONTINWUS SVECIAL INSPECTION FASTENED TWETHER AT 36" MAXIMUM SGACING WITH 5/8" �IPMETER PU�DLE fV � - O�j IV � /� E%CEVT THE FOLLOWIN6: WELDS (OR SCREWS OR BUTTONPUNCHING). FASTEN F�OOR DEIX TO PARALLEL � L=BI4" Q NOTE� AT SIM. SEGTION � � ' �_'a. �y� � Q7, I. WELDING DONE IN AN AVVROVED FABRICATOA'S SIIOP IN AN� PEAIMETER BEAMS AT 12"ON CEMER. - BP� «S DOWELS X !� � SLAB-ON-GRADE BOTH pREGAST DT AT EAGH � . • �� o.• o, A' � r�/ ACCORDANCE WITH SECTION 1704.3. AT I'-4° (V� SiDES �I •o�:o . •o�:o• . o�:0 0•:0 . ( y a � VERTIGAL i � •a � o •op�' op(�' •op V h+l b. THE SPECIAL INSPEQOR NEED NOT BE CONTINUWSLV P0.ESENT 10. LIGHT GAGE FRAMING ALTERNATE LEEyS .II I�II .Oo .O,^_ o•. � .Oo�. Oa., , `J� DURING WELOING OF THE FOLLIXJING ITEMS, PROVIDED TNE MATERIALS, ' �IIII�IL�I� � � O WELDING PftOCEDURES AND QUALIFICATIONS OF WELDERS ARE A. LIGHT-GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN QV THE • 3/4"m ANGHOR BOLTS WITH 1�" MIN. EMBED WITH a- . .. S E G T I ON � 4 • . a � . � II�III�� 1 VERIFIE� PRIOR TO THE START OF WORK} PERIODIC INSPECTIONS ARE DNAWINGS. _ � • � � Ir' �°X2"XI/2 PLATE WASHER INSTEAD OF A HOOKED ° � • ° ^' � 1 MADE OF WORK IN VROGRESS; AND A VISUAL INSPECTION OF ALL WELDS p � ID J 3/q" _ �'-�• . � .� e - l ' O IS MADE PRI�0. TO COMPLETION DN VkIOP TO SHIPMENT OF SfqP B. fNPMING ROLLED FROM STEEI 18 GAGE ANO IIGHTER SHALL CONFORM ro nsin nne, END AT NEW FOUNDATIONS. i � �� ° - J O ' - � , � • ° �4 AT I'-(�' X OI � WELDING. LATEST EDITION, WITH A MINIMLM YIELD STRE55 OP 33�000 PSI. � �I (3J-�5 GONT. •. a. •� � - - ry` � T/1 / \ 1. sir��e vass Fniet wE�os xor ez[eeorne 5/16" iN size. 3/4"m EXPANSION BpLTS AT EXISTIN6 FOUNDATIONS � dl . a' _ � �. It v/ v 2. W E L D E D S H E E T S T E E L F O R C O L D F O R M E D S T E E L F R M 1 I N G C. F q A M I N G R O L L E D F R O M S T E E L 1 6 W G E A N D H E A V I E R S L V aLL C ON F O RM T O A STM AS]B� WITH 4 3/4" MIN. EMBEp � -�� MEMBERS SUCH AS STUDS AND ]OI5T5. LATEST EDITION� WITH A MINIMUM YIELD STPE55 OF 50,000 VSI. I � EXISTINFJ I I/�" � I O � � 3. WELDING OF STAIRS AND RAILIN6 SYSTEMS. GONCRETE TOPP��'1G II)J � c. VERIFV WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS D. AlL WORK SH4LL CONFORM WITH THE RECOGNI2E� STAN�ARDS AND CODES FDR BQSE PLATE SGNEDULE 2'-O' -a" GONGY2ETE V �'-O' I'-O' 4'-O" FOOTING WITH O ANO MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. LIGHT WGE METAL FRPMING. *�`I EXISTIN�j FLOOR (4)-p5 GONTINUOUS� u S� C T I O I V I � SLAB WITH 6X6 SHEATHING d. CERIODIC INSPECTION OF THE STEEL FRAME TO VEPIFV CQMPLLINCE AND xS AT I'-O" r� WITH THE DETAILS SHOWN ON THE APFROVED CONSTNUCTION OOCUMEMS 11. NON-SHRINK GROUT W�.IXW2.1 W.W.F. 2 -� TOP AND BOTTOM � � � SUCH AS BRACING� STIFiENING� MEMBEN LOCATIONS AND PROVER RE� PLAN APVLICATION OF JOINT OETAILS AT EACH CONNECTION. A. NON-SNRINK GRdIT SHALL BE PRDVIDED: 3I4�� = I�-O" e. VERIFV STRUCTURAL STEEI MNTERIAL CONFORMS TO ASTM STANDARDS 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPGORTS. STAIR STRINC'ER � � C T I O I \ I I SPECIFIED IN THE APVRWE� CONSTRUCTIDN DOCUMENTS FND 2. BETWEEN BEAM BEARING GLATES AND CONCRETE OR MASONRV SUPPORTS. RE� ARGH. FOR MANUiACTURER'S CERTIFIED MILL TEST REPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH � �� ' (IOJ-xS W�TH u3 7iE5 f. VERIDDIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS OF 6000 VSI VRIOR TO ADDING BUILDING LDADS ABO'JE. LOCATION g�q•• _ �•_O° � . � AT 10' AT 2'-O' PIERS FOR CONFORMFNCE TO ASTM STANDARDS SPECIFIE� IN THE AVVROVED - �'•• ' � . � ' ' �• CONSTRUCTION DOCUMENTS M!D MANUFACTUPER'S CERTIFICATE OF 12. H00� �i-t��E�Q�rt�,� _ •. (WALL REINFORGIN6 cOMPLiANCE. L4X4XI/4 X O'-6' . . � � � � �. .: . a � � NOT SHOWN FOR 4. MASONRV [ONSTRUCTION A. ALl FPPMING AN� TR1155 LUMBER SHALL BE DRV DOWLAS iIP, LARCH, GRADED BV WITH (I)-B/4" � o ��'p �'•a . � � •- ° . GLARITY) Oo O,�Oo;, 0,��'Oo. 0�' a. THE MINIMUM SPECIAL INSPECTION PRWRPM FOR MASONPV IN NON- WESTERN WOOD PROOUCTS ASSOCIATION AND CONFORMING TO INTERNATIQWL EXPANSION BOLT 6" METAL STVD ELEVATOR I I ��~ UO.O ° '� ' � • ' ' � ESSENTIAL FACILITIES SHALL BE AS FOLLOWS: BIIILDING CDDE AS FOLLWS: GORE WALL W�TH PLYNI�OD I I I(�J GA BOTTOM " I r i r Q d � � d . • •' ' ' Z 1. FROM THE BEGINNING Of MASONRV CINJSTRUCTION, THE FOLLOWING �'/ �jHEATHING AS SHOWN I I TRAGK WITH 1.� . -' � • � ' - SHALL BE VERIFIED TO ENSURE COMVLIANCE: 2" THICK - 4" TO 6" WIDE (WAIL STI/D IXJLV) STUD Fb • 700 VSI � ON PLAN � � HILTI X�F �� • + � �' � ' � a ' �^ ; o a. PNOPORTIDNS Of SITE-PXEPARED MARTAR AND GRIXJT. 2" TO 4" THICK - 6" AND WIDER N0. 2 F b - 90B P S I ��''' I � i POWDER � b�. �^ •� : F o 0 b. PLACEMENT OF MASONAV UNSTS AND CONSTNUCTION OF MORTAN 5" THICK - 5" AND WIDER N0. 1 Fb - 1350 PSI L _�' 4' SLAB ON 6RADE JOINTS. NOTED ALLOHABIE STRESSES ARE MINIMUMS AND FOR NONREPETINE USES PRIOR ' � ` a ' � ' ' • ' WITH (�X(J W�.I X W2.1 I I AGTIVATED • � • a ? " ■•�•Jt-s�a ■-s-t�-r- FASTENERS - c. VLACEMENT OF NEINFORCEMEM. Tp ALIOWABLE STRESS INCREASES. � W'W'F' I � S � C T I O N 2 A. GROUT SPACE PRIOR ro eeourir�. NO TURN-DO SLAB � � AT I�-4� V ^ p e. VLACEMENT OF GROUT. B. WHEN PRESERVATIVE TREATED LUMBER IS RE UIRED BV [ODE ALL [ONNECTIONS AI�D O Q D AT SIM. 2. THE INSVECTIDN PPO6RPM SHALL VERIFY: NAILING SHALL BE ADEQUATELY GA�VANIZED (DOUBLE DIPPED OR BETTER). I I yZE� PLAN � � ° � ^ a. SIZE ANO LOCATIIXJ OF STAUCTURAL ELEMENTS. (PEPIODICALLV) , . . STONE 3�4 = I�-0�� i a D. TVPE, SIZE AND LOCATION OF ANCFqRS, INCLt/OING OTHER L TREATED SILL PLATE LUMBER MAV BE HEM-FIR, STRUCTURAL #1 GRADE. ��-KS GONTINIOUS - - . ' EXISTIN�j FLOOR < � � VENEER DETAILS OF ANCHORAGE OF MASONRY TO STRIICTUIIAL MEMBERS� �� T� ��Tj' _IO�ST 'RE� .4'RGH, I �4 X�'-O° DRILL y � p z � FRM1E5 OR OTHER CONSTRUQION. (CONTIMIWSLV) D. VROVIDE METAI CRO55 BRIDGING NOT WER H' ON CENTER fOR ALL 2% W000 )OI5T5. :0•:O ��y,0•:O (�y ' ' � � � AND EPDXY 4" - c. SVEQFIED SIZE� GRADE AND TVPE OF flEINFORCEMENT. SOLID BLOCKING BETWEEN ALl JOI5T5 AT AlL SUPVORTS AND ENDS OF CANTILEVERS �I 1 .Oo�.O,�UOo�.O,�t.(Oo�. . � • EXISTING GONGRETE � INTO EXISTIN�j V z W z ° (GERIODIG4LLV) IS REQl1IPED. �� G T I O I �{ I � ��I�II WALL 6' METAL I � � a "' d. PROTECTI�N Of MASONRY WflING COLD WEATHER (TEMPERATURE �I ' S111D VJALL WALL "' � z � y BELIXJ 40 DEGREES F) OP HOT WEATHE0. (TEMVERATURE ABOVE E. FASTEN ALL W000 MEMBERS WITH COMMON NAILS ACCORDING TD THE IBC SCHEWLE 3/4• = I'-O' �� • 'R6 PLAN � -a" GONCRETE � a - d - 90 DEGREES F). (VEPIODICALIV) TABLE 2304-9.1 UNLE55 NOTED OTHEftNISE. O -II'.. �I � � SLAB-ON-GRADE �E) FOUNDATION 3. PREPARATION �F ANY REQUIRED GRWT SVECIMENS� MORTAiI �S X �� J-fls � � C T I O I \ � Ib GA BOTTO � wiTH 6X6 SPECIMENS AND/OR PRISMS SHAIL BE OBSERVED. (CONTINUOUSLV) F. LAMINATED BEAMS ry I (E) SLAB-ON- AT I'-4' W2.IXW�.1 W.W.F. 4. COMPLIANCE WITH REQUIRED INSVECTION PROVISIONS OF THE 1. ALl LMIINATED MEMBERS SHALL BE FABRICATED OF DOWLAS FIR L4RCH AT �'-O' TRAGK WITH i GRADE 3/4" = 1'-O' HILTI X-2F CONSTRUCTION DOCWIENTS AND THE APPROVED SUBMITTALS SH4LL BE 1E55 THAN 12 VERCENT MOISTUNE CONTEtR IN ACCORDANCE WITH WCLIB. ALL POWDER VERIFIED. (PERIO�ICALLV) SIZES SHOWN ARE NET. � 5. WOOD CONSTRUCTION 2. IAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE KS AT I'-4' AGTIVATE� . � . . , a. HIGH-LOAD DIA7HRAGMS USING VAWES FRQM TABLE 2306.3.2 SHALL BE WITH THE STANDARD SVECIFICATIONS FOfl THE DESIGN AN� FABRICATION OF I I ' HORIZONTAL FASTENERS 6 -�s�i�• -�t�t i�,t INSPEQED TO ASCERTAIN WMETMEA THE SHEATHING IS OF THE GRADE STPUCTURAI GWE LAMINATED TIMBER� LATEST EDITION AS VUBLISNED BV AITG HSS � � � AND VERTIGAL AT I'-4� � ' � � � � � � � AND THICKNESS SHOHN ON THE AVPROVED BUILOING PLANS AND TfWT THE 3. PROVIDE UNITS CONFDRMING TO AITC 317� 24FV8, D.F. FOR CON�INUDUS RE� PLAN � � �' Oo�A,� ,Oo�.O, , Oo�. Oo�.O, Oo�.O NOMINAL SIZE OF FRAMING MEMBERS AT AD70INING PANEL EDGES, THE MEMBERS AND CANTIIEVERS AND 24FV4� D.F. POR SIMPIE SUPVORT MEMBERS. � � ' ,�• ��p��'Q�� 'R� ��l��'�,p��ll�'��P.�� NAIL OR STAVLE DIMIETER AND LENGTH� THE NUMBER OF FASTENER LINES MEMBERS SHALL BE DESIGNE� WITH ZERO CAMBER WITH TOV SURFACE QEARLV I� LATION POUR � � (�)-Nrj -I��II�IP-� I i II�I� AN� THAT THE SPACING BETWEEN F0.5TENERS IN EACH LINE AND NT EWE STAMGEO DN EACH MEMBER. � i REMOVE AND REPLAGE I I/�" GONCI2ETE TOPPIN6 EXISTIN6 I I/2' GONT. �� rarse[NS n�aees wirN THE APVROVED BUILDING PLANS. REe 14/54.1 FOR BASE � � EXISTING SLAB-ON- TO MATGH EXISTING GONCRETE TOPPIN6 L=11 I �a , IE IIE 4. FDUNDATIONS G. VLVWOOD DECK ANU/Dfl ORIENrED STRAND 80.4RU. I I " ��-IILIII��I � � PLATE AND ANGHOR BOLTS GRADE AS REQUIRED 1. VANEL TNICKNESS SHAIL BE AS SM041N ON THE DRAWING. APPLICATIIXJ SHALL I I O �-�II�I�I A. MN(IMUM SOIL DESIGN VRESSURE 3000 PSF BE IN ACCORDANCE WITN RECpMiENDATIONS OF THE MIERIGIN VLYWOOD I I �E� PLAN NOTES pcJ x �I FLOOR SHEATHING EXISTING FLOOR '�� asso[iniiotr. j j AT 1'-4' ry` SHEATHING � II . t�5 AT I'-4" B. C�NTRACTOR TO fOLLOH ALL RECOMMENDATIONS IN SOILS PEPoRT N0. 05-190 2. EACH GANEL SHAIL BE IDENTIFIED WITH THE 6PADE-TNADEMAPK OF THE 6� LSXSXI/4 GONT. a VERIFY b" LIGHT i WITH I/4" STIFFENE EAGH WAY BY KOECHLEIN CONSULTING ENGINEERS OATED DECEMBER 4, 2805. AMERICAN VLVWOOD ASSOCIATION AND SHALI MEET THE PEQUIREMENTS OF • � . '�� ' � �� 6AGE METAL ❑S. VRODUQS STANDARD VSI, LATEST EDITION FOR PLVW00�. ALL PANELS ' ' � - � � � � wiTH ELEVV.TOR � `FZE� PLAN AT �'-O" AND 3/4' 8" i STUD WALL � o. • o. • .o : .o L ALL FOOTING BEARING ELEVATIONS SHOYlN ARE HSSUME�. EXAR BEARING WHICH HAVE ANV EOGE OR SURFACE 7ERMANENTLV ExVOSED To THE :ov. 0•.ov. 0•.ou. �� . �0:�0 .eo:�0 .vo. MANVFAGTl1RER � X 4" (EMBED) 0 0. o, o• '�po• '�po• y2E.PLAN ELEVATIONS SHALL BE VERIfIEO IN THE FIELD NITH ACTUAL CONDITIIXJS BV WEATHER SHALL BE OF THE E%TERIOR TVVE. o..O,�Oo. O,�Oo• �� O„oO. �. .,;oO. �. .,;o �i EXPANSION ANGHOR CONTRAQOR WITH AVVROVAL OF SOILS ENGINEEN AND ALL BOTTOMS OF FOOTINGS 3. FOR FLOORING USE 3/4" T8G STlIRO-DFLOOR SHEATHING GLUED AND NAILED �I�IEII . - II�Id IG GA. BOTTOM � � AT �'-O� MAX� SHAIL BE A MINIMUM OF 48" BELON EXTERIOR GRADE. WITH 10D NAIlS FT 6" ON CEMER ALONG PANEI EDGES ANO AT 12" AIONG �� I • ' II�� - , .. � . - '• � ,� . 'FRAGK WITH � 0 g g INTERMEDIATE SUPPORTS. � � ' I a' -` - . .� � � .. .:,•. bIO SCIZEW AT i . KS DOWELS X L ASI �"2 Otl-ZH-�Z D. ALL FOOTINGS ARE TO BE VLACE� ON FIRM, UNDISTUNBED� NATURAL SOIL OR 4. FOR ROOF IISE 3/4" (48/24 SPAN IiATING) EXPOSIIRE I SHEATHING N4ILED , � -. � , ' •'.� • : �� a . a � I'-4" �� AT Ib' ry fj"� a• I I , .-. GROPERLV COMPACTED BACKFIIL, AVPROVEO BY THE SOILS ENGINEEN. BAIXFILL WITH 10D NAILS AT 4" ON CENTER ALDNG PANEL EWES AND AT 12" ALONG I" SHIM AND NON- -•• �� i -�� •�, � �� . �� .,� ��q� �': . � � AL RNATE LECyS �- �L G PERMIT OZ-23-�Z i � BUILDIN SHALL BE COMPACTED T� 95X (MINIMUM) MODIFIE� VROCTOR DENSITV PER ASTM INTENMEDIATE SOPPORTS. SHRINK GROUT � D155] UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. Ii SOFT SVOTS ARE i E%TERIOR WALLS SHALL HAVE ONE LAVER OF 1/Y EXPOSURE I P�YktlOD OR . y ' ''•'' jI '' a'. . �� ' . , . '' ' ' �' - �. ENCOUNTERED REMOVE SOIL AND RECQMPACT WITH ACPROVE� FILL (RE: SOII O5B SHEATHING NAILED WITH 8d (OR IBd) NAILS AT 6" DN CEMER ALONG PANEL . � � , � � � �X RIPPED '� � a DD SET 1 0-3 1 -1 1 REFONT FOR DESCRIVTION OF BEARING SOIL). EWES AND 12" ON CENTER AT INTERME�IATE SUVPORTS. ALL PANEL EWES I6"Xib" GONGRETE 1�� TREATED PLATE � . . SH4LL BE BLOCKED. PI�R WITH (8)- S � � • 3� � 0 � � � � SD PRICING OH-OH-� � r- = ' p I I/�" - � �� WITH I/�" m ANGHOR . �� i E. NO BACKFILLING SH4LL BE PLACED AWINST LIXJER LEVEL WALLS UNTI� THE LOWER 6. FLOORS AND ROOF SHEATHING SHALI BE INSTALLED WITH THE FACE 6RAIN VERTIGAL AND M3 � m J BOLT AT ��-B" - • � �� LEVEL FLOOft AND MAIN LEVEL FLOOR ARE IN PLACE AND PPOPERLY ANCHORED. PEftPENOICULAR TO SOPPORTS WITH END ]OINTS sTa�eaeo. TIES AT 10" GL�� V 6�� 8�� #6 AT 1'-O" � I , �T^"'�� . .�i . ISSUED FOR: DATE: CONCRETE SLABS SHALL BE PROFERLY CURED. 7. INSTALL SUITABLE EWE SUPPORT BV USE OF VLYCLIVS, TONGUE AND � ' • a EAGH WAY FL�OR .J�IST I �I I GROOVE PANELS OR SOLID WDOD BLOCKING suvvoaTS. � ��•�� ' °� �� IE "�=1ii.- "�IE . . 'RE. PLAN WITH . F. CENTER ALL PODTINGS UNOEN WALLS� COLUMNS OR GPID LINES UNLESS NOTED �� a � S�MPS�N LBV OTHERWISE ON PLANS. H. PREFABRICATED MODD MEMBERS SHALL BE THE TVVE NOTED ON THE DNAWINGS AND � .� ��, ; TOP FLANGE f �'-O� NOTE� AT SIM. SEGTION SHALL BE "BQJOSST" AS MfWUFACTURED BV BOISE CORPORATION. ALTEftNATES -• . _ a - � *�`I 1 ^/ � SLAB AT EXTERIOR � S � G T I O I V I L HANGER EXISTING 6. CONTRNQOR TO VROVIDE, AT HIS EXPENSE, FIELD DENSITV TESTS ON COMPACTED SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALIERNATES SHALL ' - a � •�n: AND NO STONE VENEER �� . FILL UNDER FOOTINGS AND INTENIOR SLABS-ON-GRADE. HAVE A LOAD CAPACIN IN BENDING, SHEAR AND DEFLECTION EQUA� TO OR GREATER �' ' y• '� ' FLOOR .lOIST ��-O� FpOTIN6 WITH , GONGRETE (3)-«5 GONTINVOVS � THAN THE SIZE SHIXJN ON THE DRAWINGS. WEB BLOCKING NND BRI�GING TO BE AS � SPREAD FOOTING 3/4" = I'-O� WALL RE� PLAN * � H. NOTIFV SOILS ENGINEER WHEN EXCAVATIDN IS COMPLETED SO THAT CONDITIONS MAY REQl1IRED BV THE JOIST MANUFACTURER. � E C T I O 1 �{ � BE INSCEQED PNIOR TO PLACEMENT OF ANV FILL DR CONCRETE. RE� PLAN �a. � I. LAMINATED VENEER LUMBEN MEMBERS SHALL HAVE THE FOLlWIN6 STRE55 i � BOTTOM OF FOOTING RE� 4/SB.I ' f� L FOR SOII DRAINAGE REQUIREMENTS REFEN �0 SOILS REPORT AND CIVIL DRAWINGS. CAPACITIES: FB . 2800 PSI, E . 2,000,000 PSI. FC - ]50 PSI, FV = 285 vsi. Q � EQUAL TO EXISTIIVG I � 'RE� fCRGH. � ' _ -I � I I� 3/4" = I'-O' ` BUILT UV flEMBENS SNALL BE CONNECTED LN ACCORDANCE WITH MANUFACTURERS' #S D OW E L S X�ry B O T T O M O F F O O TI N r � EXISTING GONCRETE (�)- 6 GONT, 1 � � S. CONCRETE RECOMMENDATIONS. CONTPACTDP SHALL HAVE THE OVTION OF USING 3 1/2" OR AT EAGH 1 I ' II I I. 1" � � 1 s �' `�� 5 1/4" WIDE MEMBEPS. VERTIGAL 6� _ � � . WP`LL � � V ,�' A. ALL CAST-IN-VLACE CONCRETE SHALL BE IM�E WITH TVVE I/II VORTLAN� CEMENT, ,� � '". , ' d ,b�,t�� STONE AG6REGATE AND SHALL SATISFY THE FOLLIXJING REQUIREMEMS: ]. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TD FULF[LL STRE55 REQUIREMENTS - '� � . � . - . _ S E C T I ON 8 � ` AND/OR LOADS NOTED ON DflAWINGS. SHOP ORAWINGS SNALL INCW�E CALNLATIONS . • a � � � . �;� CONCRETE ITEM F'C MIX TVPE MA% W/C RATIO X AIR REQ. AND eEAR THE STPMP OP A REGISTERED ENGINEER. PROVIDE BRIDGING AN� BLOIXING �'� "' � - I I H�j GOLVMN � VER M4NUFACTURER'S RECONMENDATIIXJS IINLESS OTHEftWISE NOTED. VROVIDE � � RE� PLAN 3/4" = 1'-O� � FOOTINGS 3000 psi STD --- -- CONSTRUQION BRAQNG AS REQUIRED ERECTION NOTE: CENTER WALL STUDS UNDER ° � � (, � I � AT I'-O" VERTIGAL . - FOl1N�ATION WALLS 4000 psi STD --- --- CENTER OF TRUSS LOCATIONS. INTERIOR SLABS ON GRADE 4000 --- ��r � � I I � I�Ir psi STD 0.50 _ � � � �� f SLp85 ON DECK AND PLVWOOD 3500 psi STD 0.50 --- 13. 6ENERAL (n J � I ' IF' TOPPING RE� AR(H, •5 AT 9" HORIZONTAL exreRion coN[neie (+.) asee psi sio e.as 6%-eX V BASE PLATE PE12 14/53.1 � � EXISTING 2X4 WALL DOWEL 6" MIN. INTO � A. ENGINEER'S ACCEVTANCE MUST BE SECURED FOR ALL STRUQURAL SUBSTITUTIIXJS. � � � TO BE REMOVED EXISTING GONCRETE THESE DRAWINGS AND $PKIFlCATIONSANDTHE 6" METAL STVD GONGRETE SLAB-ON �+ Mq%IMUM SLIIMP SHALI N0T EXCEED 4". � WALL ' - IDEAS, DESIGNS AND ARRANGEMENTS /� I" SHIM AND NON-SHRINK RE� PLAN METAL DEGKY2E� PLAN B. VERIFV ALL OVENINGS THROWH FLOOPS, POOF AND WALLS WZTH MECHANICAL M1D (� //�� / i 57'Ot�E vENEEt2 3/4" X I'-O" X I'-C7" REPRESEMED THEREBY ARE AND SHALI REMAIN B. COMRACTDR SHALL SAWNT OR TRIXJELNT JOINTS IN SLABS ON GRADE. ]OINTS ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND .- J � I _ T I O� 1 f/ ) dRp�T � � i EXISTING SLAB-ON- RE� ARGH. EMBED PLATE WITH PROPERiY OF THE ARCHITEQ, AND NO PAR1 SHALL BE 57ACED 12 FEET AND SAWNT OR TRIXJEICUT 1/4 OF AAB OEGTH X 3/16" REQUIREO CONNEQIONS ARE CONTRACTOR'S COMVLETE RESPoNSIBILITY. �� R"� 15pLATION JpINT � � � GRADE REMOVE AND 16 GA BOTTOM TRAGK WIDE WITHIN 12 HOURS AFTER POURING. CARRV ALL SLAB REINFORCEMENT THROWH - � � � � REPLAGE AS REGiUIRED WITH HILTI X-�F POWDEi2 �6I-3/4" m X (9° HA.S. THEREOf SHALL BE COPIED, DISCLOSED TO 3/4" - I'-O" � � � �4 AT �'-O" DRILL AT 8" HORZ. AND 6' - -�• OTHEftS, OR USED IN CONNECTION wITH ANY ]OINT. C. VRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OP OTHER I I AGTl1ATED FASTENERS ,.� � �,,.,�. R6 PLAN yy ITEMS TO BE ATTACHEO TO THE STRI/CTI/RE� ENGINEER'S APPROVAt OF CONNECTIONS I AND EPDXY B" INTO AT I'-4" � VERTIGAL � %>•� � . :�°� .�.' •��'��1: ORK OR PROJEQ FOR WHICH THEY HAVE BEEN L SIABS, TOF7ING, POOTIN65� AND WALLS SHAIL NOT Fl4VE JOINTS IN A HOPI20NTAL AN� SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLV DETAILED ON � EXISTING PREGAST ��i�r��,.= � PREPARED WI7HOUT THE WRITTEN CONSENTOi GLANE. ANV STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF SVAN WITH ARCHITECTURAL AND STPUQURAL DRAWINGS, RESPECTNE SUBCONTRACTOR - . -� � ` TOPPING � 6" GONGRETE BEAM � -� � THE ARCHITEQ. VISUAI CONTACT WITH THESE VERTICAL BIILKHEADS AND HORIZONTAL SHEAR KEVS UNLE55 OTHERWISE SHIX�M. ALL SFWLL FURNISH ALL HANGERS, CDNNECTIONS, ETC., REQUIRE� FOR INSTALLATIDN � � • • � WITH (�J-�B TOP AND O DRAWINGS OR SPEQFICATION$ $HALL CONSTRUCTION ]OINTS SHALL BE AS DETAILED OR AS REVIEWED BV THE ENGINEER. DF HIS zrens. 8" GMJ WALL BUILT O;ov.°•O�:ov. :O�.oe.°•O�:ov.°•0•:oe.°. REPLAGE EXISTING BpTTOM MS AT I�-O� � CONSTITUTE CONCLUSNE EVIDENCE OF TO BOTTOM OF DOUBLE ��Oo°A.�GOo°R�� • � Oo°.O,O'Oo°OO�Oo°A.� , PATIO FINISH AS h 10" AND � ACCEPiANCE OF THESE RESTRICTIONS.wRITTEN T5 ABOVE REINF02GE ��I II�'--.IIL�� " 10 I/�' AT � D. ALL CONCRETE WORK AND REINFO0.CEMENT DETAILING SHALL BE IN ACCOROANCE D. VROVIOE ALl EMBEDDED ITEMS IN STPUCTURE AS NOTED ON ARCHITECTURAL, A �a' �� I�I I REQUIRED 4" GONCRETE SLAB � DIMENSIONS ON THESE DRAWINGS SNALL HAVE WITH #5 AT 8", GROUT I'-4" WIDE GONGRETE �� IMILAR WITH P.Q BUIL�ING COOE 316 LATEA EDITION, UNlE55 NOTED OTHERWISE. USE MECHlWICAL, ELECTNICAL Af� STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED - I I_ ON-GRADE WITH PRKEDENCE OVER SUIED DIMENSIONS. STANDARD HOOKS FOR DOWELS UNLESS NOTEO OTHERWISE. ALl E%PoSED EWES OP AEMS ANO ANCHOR BDLTS SHALL BE FURNISHED BV STEEL SUPVLIER AND INSTALLED �D GELLS WITH 3p00 P51 PIER WITH (5)-p5 VERTIGAL -'�� .' IE.�- � �6x6 w.w.F. p CONTRACTORSSHALLVERIFY,ANDBERESPONSIBLE i � ' AND «3 TIES AT 10"' '� � DRILL AND EPDXY ANGHOR � CONCRETE WORK SHALL HAVE 3/4 INCH CNMIFER. BV CONCRETE CONTPAQOR. STEEL SMALL FULFILL ASTM A36. ry GROUT ___________ 1_____ __ 1 • FOR ALl DIMENSIONS ANDCONDITIONSONTHE TIES 4" INTO EXISTING � .� �t��qr.t �-�i�-[ • e JOB,AND THI$OFFlCE MUST BE NOTIFIED OF ANY 6. REINFORCEMENr 6 PROVIOE ASPHALTIC MASTIGCOATING ON ALL STEEL AND WOOD EXVOSED TO EARTH. �L oN L WALL VARIATION$ FkOM THE DIMENSION$ AND EXISTING SLAB-ON- •5 DOWEL X b" �� 1 -" � - � . CONDITIONS SHOWN BY THESE DRAwINGS. A. ALL REINFORQNG SHALL BE HIGH-STRENGTN DEPORMED BARS CONFORMING TO ASTM F. SUBMIT SHOP AND EREQION DRAWINGS TO ENGINEER FOft REVIEW OF ALL CONCRETE GRADE REMOVE AND � EXISTING FOUNDATION JL 4X4X1/4 WITH A615, GRAOE 60 EXCEPT TIES, STIPRUGS AND PLATE ANCFI�RS WHICH SH4LL BE REINFORCING, STRUCTURAL STEEL, LMIINATED WOOD FRPMING MEMBERS, KK]OD AT EAGH VERTIGAL �REPL GE AS REQVIRED - � � a� • � �� (3)-3/a" m BOLTS OEFONMED BANS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GPADE 60. JOISTS, AND METAL DECK. THE MANUFACTURING OR FABftICATION OF ANY ITEMS � i � % � � "� ry • •� � �� a VRIOR TO WRITTEN REVIEW OF SHOV DRAWINGS WILL BE ENTIRELY AT THE RISK OF V • `- � �5 DOWELS X�= B. WEIDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE THE CONTRACTOfl. i RE� 5/53.1 LAPPED ONE FULL MESH A1 4DE AND END SPLICES AND WIPED TWETHER. 'O�;Ob n�.O•:OL'.� 0•:ov.°. - !._.: � � • - AT EAGH 8�. FOR STAIR DETAIL G. WATERPRWFING, VAVOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN IXJ THE Oo�OUOoOQ�'�ooQ � . a � � �i O VERTIGAL � C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERNISE: AftCHIIECTIIRAL DRAWINGS ANO AS IINICATED IN THE sveaFicarzons. • � � , .. . - Z - - GONGRETE SLAB-ON-GRADE < I. CONCNETE POURED AWINST EARTH 3" e � ' II�II�I ; , � Q _ =1 . k � R6 PLAN FOUNDATION DETAILS � 2. CONCRETE PoURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" H. ALL STONE VENEERS SHALL BE ATTACNED TO INTERIDR AND EXTERIOR WALLS AS ' � J . ! RE� PLAN O 3. SLABS AND WALLS (NOT E%POSED TO WEATHER) 3/0" SVEQFIED IN SECTION 1405 OF THE INTERNATIONA� BUILOING CODE. p �� a �" ' II a �-= �� -�E' �' � � - � • '� AND GENERAL NOTES ° - R � � �5 DOWELS AT I'-O" X �� , - a-*-Y-■-4 - . � D. REINFORCEMENT VLACEMENT AND TOIERANCES SHALL BE IN ACCORDANCE WITH I. ALL DIMENSIDNS ON STRUQURAL DRANINGS SHALL BE CHECKEO AGAINST FIELD APD � �. � �'s� � m J ALTERNATE LE65 - � � SECTIONS ].5� ].6 AN� ].] OF ACI 318, LATEST EDITION. ARCHITECTURAL DRAWINGS. - ' V I'-�" I'-3" ry �•• �I 0.0' .�•0•:O' .� 0•.O � 0•:03•. o ,1�� OoP.Q�OoP.��Oo°.��Oo°.� N IRIaR -,�r� ry s5 AT i'-O" X i'-3" ' I I • . � � i�if_uP 'ii=firn�i0-u-�-`liid _ ° E. NO SVlICES OF NEINFDRCEMENT SHALL BE MADE EXCEFT AS DETAILED OR ]. CONTftACTOR SHALL VERIFV ALL ASSUMED E%ISTING CONDITIONS. IF CONDITIONS " T �^ all� II-II�II II�II�II�II�II-II� c AUTHORIZED BV THE STRUCTURAL ENGLNEER. LAP SVLICES, WHERE PERMITTED, SHALL ANE DIFFERENT THAN ASSUMED� NOTIFV EN�iNEEk. SPREAD FOOTING RE� PLAN mJ DRILL AND EPDXT 6" RE� PLAN �� a - -I -11�-II�IIf�IFlll� V , I- a I I-I I-i po BE A MINIMUM OF 48 BFR DIAMETERS FOR %6 BARS ANO SMALLER AND SHALL BE A TOP OF FOOTING TO INTO EXISTIN( F��TING NOTE� GUT (9REGAST ' . � II-II�II°III- 9 MINIMUN OF 80 BAN DIMIETERS FOR R7 AND R8 REINFORCEMENT UNLE55 NOTED K. VRFMANUFACTIIRED STAIRS, H4NDRAILS� AND GUARDRAILS NOTED IXJ PLAN SHALL MATGH EXISTING TOP SLAB AS REQUIRED - � � ' ' . . " F=111 IHIPI OTHERWISE. MAKE FLL BARS CONTINUOUS AROUND COftNERS. HAVE ALL ENGINEERING, DESIGN MID DETAILING VROVIOED BV STAIR DESIGNER AND AT SIMILfCR O J ' c%� SHALL BE SUBMITTED FOR ARCHITERS REVIEW BEARING THE SEAL OF A PROFESSIONAL OF F��TING i V 4 �� - GRAVEL FILL RE� PLAN m ADDITIONAL FDOTING - � � p F. PLACE TWO #5 (PER e" THICKNE55) WITH 2'-0" PROJECTION ARDUND ALL OVENIN65 ENGINEER REGISTERED IN THE STATE OF COLORADO. STAIRS SHALL BE DESIGNED RIGID INSULATION (3)-p5 GONTINUOUE.a �I `n IN CIXJCRETE WALLS� SLABS� AND BEAMS. ALS� GROVIDE TWO #5 X 4'-0" TO SUVPORT A LIVE LOAD OF 100 PSF. SEE ARCHITECTURAL ORAWINGS FOR AS SHOWN B'-O° WIDE AS REQUIRED TO DOWEL b" MIN. INTO � � � �I 1 TYPIGAL WITH (3)-xs EXISTING PREGAST DT � � N DIAGONALLY AT EACH CORNER. ADDITIOWIL REQUTAEMENTS AND CRITENIA. S � C T I O I \ I � GONTINUOU� OBTAIN ELE�ATION WITH STRUGTIJRAL EXISTING FOOTIN6 I �r W]. MASONRY � � � � I O` ' � � TOPPIN6 �._0.� � � 3/4.. _ �._�.. i`` : a A. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90, MORTAN SHAIL BE ASTM C � Q70 TVPE 5 OR M. .3/4" = I'-O° � � �/ T I O I l � V � • 1 N � B. THE MINIMUM NET AREA COMPRESSIVE STRENGTH OF THE MASONRV , f'm, SH4Ll � BE 1500 PSI . � � s � cT � o� � 0 o `� 3/4" = I'-O' J C. WALLS SHALL BE REINFORCED HORIZONTALIV AT 16" ON CENTER WITH 9 WGE � ' MINIMU"1 LADDER-NPE AEINFORCEMENT MEETING ASTM A82 MASONRY WALL 3/4� = 1'-O� - - �" � ' � _. . '� � � � REINiORCEMENT. IqRIZONTAL REINFORCING SHALL BE CONTINUOUS ARWND O CORNERS. N r m a JOB # 6750 I I/�" GONGRETE TOPPIN I/I/2" GONGRETE PLYVJOOD SHEATHING PLYWOOD SHEATHING TOPPING TO MATGH (E) INVERTED SIMPSON �X TOP PLATE H55 GOLUMN RE� PLAN i IUT HANGER HSS I�X (RE� PLAN) � �X TOP PLATE WITH I" SHIM AND NON- EXISTING EXTERIOR i i 6" METAL � RE� PLAN i � SHRINK GROVT STU� WALL � PIINSO T �qO.11l"m DRIVE WALL i i RE� PLAN i �X BLOGIGING BETWEEN r I, EXISTING FOVNDATION ' " " " i i WALL RE� PLAN I I GONGRETE � �EJ JOISTS WITH (I)-ROW \ / � I I/�" I I/2" j � PAVERS � � AT �411"m DRIVE PINS �� i i ...:... , ....., .__. . ........... ....�.- i i i i i H55 4X4X3/16 RE: ARGH. � i RAILING POST pLYWOOD i i (E) PLYWOOD RE� ARGH, i i SHEATHING SHEATHING �J i i � � (E) CANGRETE ^ i i - - = i I TOPPING _ _ I/4" X b" X I'2" PLAT . :. ;..:.:. .. .. . .....• -.,-... .. ._ _..._:,. . 98�_4.. _ _ _ _ — _.— _. _ _ � ` . � _ — _ _ _ WITH C4)'I/�" THRU-BOLTS i ....: ... ... . ., . ,�...-.._ . ,.. _ _ _ � ......_ .. ....�., .. ___________ ___ , � VERIFY WITH i i Q i (AT I�" GAJ WITH HEAVY SVPPLIER WASHER AND LOGiGNUT (AT GORNER POST �i i p � i u � ,,.:.. , : _ mF � ,�� PLATE IXI�XI'-I" ANGLE TAB) `^ WiTH (6)-3/4" m X 6" � � �D� � � . � � � I EMBED EXPANSION � i �a�•� � � ' - I EXISTING GONGRETE � � i � � l WALL ANGHORS � i � � • 0 4�' FULL HEIGHT i M rl G6X82 �Y u BLOGiGING BELOW � � w � i i jv � RE ARGH.� WALL ABOVE I/8" 2 � � I/4" X b" X b" PLATE VL JOIST RE� PLAN i i � � U J � WITH (4)-I/�" m THRU- STEEL BEAM i � GONGRETE SLAB WITH i • O IM N H .. FA T F R FA IA 5 P��O V GE RE� PLAN WITH �X TOP � '+ BOL 5 O SG #6 AT 8" EAGH WAY 3 GONGRETE SLAB `/�� I 1 1 ATTAGHMENT RE� ARGH. INVERTED 0.11"!" m POWDER DRIVEN CE) 18" TJL `/ E C T I OI �1 I I MOUNT HANGER PLATE WITH (2)-ROWS �/1 GIOXI5.3 `♦1 ON I I/2"- 7� GA, L6X6X3/8 GONT. WITH METAL DEGiG FASTENERS AT �'-O" DO NOT MODIFY � 3/4" m X 5" (EMBED) i .. -. .. REINFORGE WITH 3/4" = I'-O" C3)-"1 I/4" VL BEAM EXPANSION ANGHOR 6X6 W2.IXW�.1 W.W.F. VL FLOOR BEAM �X NlOOD STVD WALL TO BE REMOVED _ ` AT r-o° � - - .- � TYPICAL RAIL ING ATTAGNMENT 6 3/4`' MrINIMUM T� H55 WITH (I)-L6X3 I/2X3/8 w � t DO NOT OVERG ONY. X 4" AT EAGH JpIST „r �� -� HSS 3X3XI/4 STEEL BEAM RE� PLAN I *�`I �^ SEAT 1 � � � C T I O I �l I � . — — — TYPIGAL STAIR — � � C T I O I V KJ S � C � I O I �1 I � '_ i SUPPORT GOLUMN �NSTALL BETWEEN EXISTING � ' � �. DOUBLE-TEES 3/4" = I'-O' 3/4" = 1'-O" � � GIOX15.3 " � I I/4" X 8" X I'-5 I/4" 3/4" = I'-O•' �' � � � BEARING PLATE WITH RE� ARGH. � � / � i - - = 3/4" m ANGHOR BOLTS - .__ _ . � � � � � 532 H55 RAILING = H55 3X3XI/4 FOR RE� ARGH. TOPPING TO MATGH (E) ' 1 HSS 3X3XI/4 �FOR J THIRD FLOOR SUPPORT PLYWOOD SHEATHING SIMPr�ON TOP FLANGE THIRD FLOO�SUPPORT � � ry ry HSS RAILING P05T ^ GIOXI5.3 FAGE OF RE. ARGH. O � X X FLOOR AT THIRD BOND BEAM WITH (2)-a5 i i HANGER GRaT � b" METAL i (I)-ROW OF O.III"m DRIVE FLOOR I` NON-SHRINK i �X TOP PLATE WITH � W8XI0 AT SE OND `� W `fl i FLOOR TO SIJPPORT V �K V V STUD WALL i PINS AT 24" � HSS 3X3 ABC�VE _ 3" GONGRETE SLAB . i ON I I/�"- � GA. 8" GMU FVLLY C'�ROUTED • II I/4" 2X BLOGICING BETWEEN . i i RE, PLAN � WITH �5 AT B"; i i i GbXb2 i METAL DEGiG i i � (E) JOISTS WITH (I)-ROW BUILD UP TO DOUBLE 'y I REINFORGE WITH i i Tl T'S FOR NEW SUPPORT 3/B" X b" X 8' PLATE � � � � OF O.III"m DRIVE PINS r V � _ _ _ — _ + -6Xfrl'�-rFXW3.1-WcW.F.- -. _ � WITH (4)-1/�" m X 4" � AT 24" W STEEL BEAM R6 PLAN � � ' � (EMBED) EXPANSION � �� u (E) PLYWOOD Q • • . . . • • • • • • • ��• • •_ e ii o ANGHOR AT 6" I RE� ARGH. I A' NOTE� BUILD GMU WALL �� SHEATHING ^ O - - - - r.�---- u � � (E) GONGRETE� �� I I I M �I TIGHT TO BOTTOM OF - --7r-- 2" SHIM AND GROUT i :\` ,i'� `�\\\ . . . . W� �i S T � I � F �i�I I I I V� �L �� DOUBLE-TEE BETWEEN � I/ � TOPPING � �\` �� `� : �.� . • " . •... . I/4•• _ �•_O•• LEGS. AT SIMILAR II AS NEEDED ...,.'::_... . �. ii � .. - .. � . . . . I � \` ` . .. ,- SEGTION PROVIDE a . � . . � , u .. . .... .... . .,.-. :,:.: . �:. ..._..� �; � �� `�� . � . POGIGET IN EXISTING �� _ � O � �� ii � ' � �a - _ �� , i GAST-IN-PLAGE � � _ �� ____________ GONGRETE WALL. . � N i � Q� ;�;; , , , , , , , , , , , METAL STUD i a� • �_ �e.� HEADER RE� PLAN i � � � i C D t �� GONGRETE WALL � � I � RE� PLAN i � T/1 � O RE� 4/53.� RE� 5/53.2 � � C T I O I �l I � a��, � •• 3X TREATED LEDGER i � �/1 a L4X4XI/4 GONT. ,�a WITH (3J-I/4" m X 3 I/�" I/4" STIFFENER AT � ' SIMP�.�ON SDS SGREWS i i � r^ O ' � 3/4° = I'-O" � �'-O" (MAX> i i i . AT I'-4" i i �// i i HSS 4X4X3/16 I HSS 4X4X3/I6 SIMP6pN FAGE MOUNT O � � GOLUMN � GOLUMN HANGER 1 �j��, GIO � 15.3 FLOOR JOIST DO INOT�MODIFY u O � � I � � - - TYPIGAL RAILINCs ATTAGHMENT -rze. PLAN �X WOOD STV� WP.LL '—' � Q�, Y ' CAT GONGRETE WALL) TO BE REMOVED `� , l ; � � I � i i H55 wi7ri (Q-LbX3 i/�X3/8 1� M� � � � R ARGH. � � � GONGRETE TOPPING S E C T 01�1 1 `� � � � i (V LIGHT 6AGE METAL � � TO MATGH EXISTING !, X 4" AT EAGH JOIST 3/4" = I'-O" � X STUD WP.LL RE� PLAN SEAT � � *�`I s � cT � o� 2 , O O j j PLYWpOD SHEATHING S � C T I O I V � •,, l 2 V I V i i � � t: �`. +?°°-°�r�, 2X6 PLATE WITH i i 3/4•' = I'_O.. `�.......e`�._, ,___,��`�--....,% ._� GIOx15.3 i � ... 3/4�. _ �._�. I/�" m THF2U-BOLT ., ...:..,,.:..,; �......:.:......... AT 2'-8" STAGGER � � - - - — - — - — - I 5 DE PDAGE ATTSHEAR T N � i WALLS RE� PLAN H55 4X4X3/16 HSS 4X4X3/Ib WI� RE� PLAN WITH I/I/�" GONGRETE "' o 0 GOLVMN GOLUMN � � MATGH (E) a PLATE I/�" X b" X I'-O' � � TOPPING TO AT GONGRETE WALL WITH � _ � (6)-3/4'm 4" EMBED HILTI i � b" METAL - m -- � �--� EXPANSION BOLTS FLOOR JOIST i i RE PLANL �Y��p ^ � SHEATHING � ~'^W i i N x � � � -- �•� 6" �•� RE� PLAN WITH i N z D a •H55 3X3XI/4 TYPIGAL � � SIMPSON LBV TOP i � + o FLANGE HANGER i i ,,, .., , , ,y ; . : � - - ;,� STAIR SVPPORT GOLUMN � I i i L4X4X3/b X 6" Y w ,� � N GIOXI5.3 0 0 _ i i � _ W � o i i - - ry i Il o o _ � � -- ------ � . a J � RE� ARGH.� o e . � � �� 532 i i W �` � d = U G6�8.2 U i � < _ i i i i SECTION 13 � � � i VL OR BGI FLOOR i - i � � I 3/4^ _ �•_p^ i i �AM RE� PLAN WITH � � SIMP��ON ITT TOP /'� � - i i FLAN6E HAN6ER / 4 � � �% � 6' METAL STUD WALL � � 3X TREATED LEDGER PLYNIOOD SHEATHING � i WITH (3)-I/4" m X 3 I/2" RE: PLAN AT SHEA'R WALL'RE: PLAN SIMP�.�ON SDS SGREWS i � �X6 PLATE WITH I I/2" GONGRETE AT EAGH STUD S E C T I O I �l I � I/�" m THRU-BOLT TOPPING TO AT I'-4" STAGGER MATGH (e� TYPIGAL BEAM TO COLUMN S E C T I ON � E � � T � -I Y-4 I � � ��I I I I �l� P� �� `� SLAB REGON GHETE i SHEA�G �I 3/4" = I'-O" REINFORGE WITH 6X6 � E C T I O I V � I/4" = I'-O' � WI.4XWI.4 W.W.F, i RE� PLAN � I RE� PLAN � 3/4" = I'-O" � � ASI #2 04-24-12 ' BUILDING PERMIT 02-23-12 :......:.....,..:.. ,. __... . ,�..,�....�:.,..:_. . H55 4X�XI/4 RE: ARGH. DD SET 10-31 -1 1 � i H55 4X4XI/4 EXISTING GONGRETE TOPPING SD PRICING OH-OH-� � � (E) PLYWOOD i i RE� ARGH. SHEATHING ,. �3XI� TREATED LEDGER ISSUED FOR: DATE: WATERPROOFING i � � wiTH (3)-V4" m x 3 V�•' RE� ARGH. � � TOP OF GONGRETE ��+ � S�MPSON SDS SGREWS , AT EAGH SIDE 3" NW GONGRETE i = TOP OF ��::�::�:":�.-:' VL FLOOR BEAM �" gGl FLOOR JOIST TOPPING i � �_� EXISTING GONGRETE .:T� �. WITH SIMPSON FAGE WITH SIMPSON ITT � �� MOUNT HANGER TOP FLANGE HANGER i j �� " ��' I/4" BENT � ..;. .. . . - . : :., �� ii .. .. �� '� . PLATE i i .��• �\\ �� . . SOLID BLOGKING GONTINUpU6 i i `�� i� � . tit'�� WITH I/�" m THRU-BOLT � i �� !�� AND I'-4" STAC�ER - 1 ___ _��'�.-.-��.-��.-�� Q � � i TOP AND BOTTOM FASGIA i � RE� ARGH. �p i i •3'-O" �� SECTIOi�I 1 � _ - .;:. . , , . 2" GOMPOSITE DEGiG (E) 18" TJL FLOOR BEAM 3/4" = I'-O" I/4" X B" X 8" 20 GA. 1=.418 5=.355 TRIM AS SHOWN; REINFORGE PLATE (WELD TO WITH � I/2" TOPPING WITH 5/8" PLYWOOD EAGH HSS) WITH (4)-I/�" m NW GONGRETE (4 I/2" SIDE. NAIL AND GLUE PLYWOOD TO BOLTS FOR FASGIA TOTAL) TJL FLANGES WITH bd GOMMON 6" AT b' METAL STUD '1ZE: A'RGH. NAILS AT �" METAL STUDS STEEL BEAM W/iLL RE� PLAN 7HeSe oruwiNCS nNO SPEaFlCaiIONSnNO7He RE� ARGH. EXISTING WALL I/4" END PLATE RE� PLAN RE� GENERAL IoEAS, oE51GN5 nND nRRANCEn�EMS NOTES FOR GONNEGTION REPRESENTED THEREBY AftE AND SHALL REMAIN STONE VENEER 3/8" X H" CANNEGTiON aeoPeeTV oF Tne necnirecr, aNO No vnRr RE: ARGH. PLATE AT GENTERLINE THEREOF SMALL BE COPIED, DISQOSED TO OF H�j�j S � C T I ON 4 OTHERS, OR USED IN CONNECTION WITM ANY wORK OR PROIECT FOR WHICH THEY HAVE BEEN *�\� PREPARED WITHOUT THE WRITfEN CONSENTOF S � C T I O 1 �l � THE ARCHITKT. VISUAL CONTACT WITH THESE FAGE OF WALL DRAwINGS OR SPECIFICATIONS SHALL REi ARGH. i i 3/4" = I'-O" � EXISTING FLOOR � 3/4" = I'-O' CONSTI7U7E CONCWSIVE EVIDENCE OF 1" VERTIGAL � I I/�" GONGRETE TOPPING nccE7inNCE OP inESE eESiRIQiONS.wRIriEN RETURN I/4" i i 111=11� TOPPING oIMENSIONS ON iHESE oRAwINGS SHAUHAVE i r I�I RE� PLAN WOOD STVD WALL PRECEOENCE ovEk SCn�ED DinnEN5iON5. GONCRETE SLAB i H55 GOLUMN RE� PLAN I�' PLYWpOD BEYOND RE� ARGH. CONTRACTORS SMAII VERIFY,AND BE RE5PON518LE ��2„ FOR ALl DIMENSIONS AND CONDITION$ON THE ON-METAL DEGY. i SHEATHING JOB,ANO iH15 OFFlCE MU57 BE NOtIFlED OF qNY GLR. � 98�-4° VARIATIONS FROM THE DIMENSIONS AND (OR GRATING) LlX4X3/H GONT. RE� ARGH. � (WITH VERTIGAL LEG 6" STUD WALL coNOiiiONS SHOwN ev mese �en.wiNGS. VC'f21FY WITH � UP) AND 3/4" m X 4" - ■�i.�+i-i�i . , ..,..�..�. ,.., � �..r . +..'.-....�. .. i... •:'.i . -------------------- � (EMBED) EXPANSION . • . . . . SUPPLIER i i ANGHOR AT �'-O" EXISTING FOUNDATION i i WALL AND FOOTING � � 'RE: PLAN . . . . . . i � i a i i � � i AT SIM. SEGTION EXISTING WALL 15 � �x6 P�ATE w�TH a � FLOOR FRAMING DETAILS i I/�" m BpLTS AT ry STEEL GHANNEL i BASEMENT WALL FLOOR JOIST �'-O" STAGC"ER RE� PLAN i RE� PLAN STEEL BEAM K6 AT BTEAGH WAY H 3/8" X B" X 8" RE� PLAN 3XI� TREATED LEDGER L6X6X3/8 GONT. PLATE (FOR GIO) i i WITH (3)-I/4" m X 3 I/2" i i i. STEEL GHANNEL � �I SIMPSpN SDS SGREWS WITH WELDED '�� j AT EAGH STUD GONNEG TI ON "�� "�I E 4�� I/4.. SECT I ON 1 �1 S � CT I ON 15 SEGT ION 1 � . 3/4�� _ ��_�.� 3/4' = I'-O' 3/4" = I'-O' � � � � I I O I V � � 3,4.. _ �._o.. S3 . 2 0 JOB # 6750 � C2)-3/8" STIFFENER PLATES EAGH SIDE ryry � i i STEEL BEAM FULL HEIGHT � RE� PLAN -- - i i BLOGKING VERFRAMING 6 _ � i RE� PLAN NOTES - i i PLYWOOD ' `^ �D i i SHEATHING SFIEATH N6 YWOOD EXISTING PLYWpOD V 2X TOP PLATE WITH i i EXISTING GONGRETE HEATHING _ (I)-ROW OF O.II'1"m DRIVE � i TOPPING � _ PINS AT 24" � � � � / / � : � � - i i EXISTING PLYWOOD � //// � � � � VERTIGAL FENGE � � SHEATHIN6 i T u ry ry ry woo� �ois � ^ \\ \ � I � � RE� PLAN PLYWOOD �.%. , / \ AT 3'-O" MAX. - - - i i i � ; ;.�. '� �, EXISTING Ib" ROOF ^ _ _ _ ,,:....��,,��,_av.w:^ :.'� ,��.!-.:. .. ...,.._.,..�.;. �. � I/4 u PLATE I/4" PLATE I/�X2XI'-O" WITH � SHEATHING i BEVELED TOP PLATE - � RE� ARGH. (6)-3/8"mX4" LAG-SGREWS � � WITH LBV SIMP�.�ON I�" i WSCREWED ONMETAL . � RAFTER TRIMMED � p, GENTERED ON ROOF i i i JOISTS BELOW ND RE� �4/53.3 � � � � � � WITH WR1 SIMPSON i i HSS 4X4X1/4 I I ATAG� W (�)-SGREWS METAL �F b VERSA-LAM � HANGER AT � i i i TRVS�,� RE: PLAN VERSA-LAM END SUPPORTS I I/�"m STD. � i i i PIPE TYPIGAL Q i i 3/I6 � � - i i � 6" METAL STUD WALL p i i � i RE: PLAN 3/Ib i � EXISTING Ib° TJL STRUGTURAL � S E C T I O I �l I � FASGIA � HSS WITH (I)-L6X3 I/2 X3/B X 4" i i TO BE SHORED WHEN / i i RE: PLAN � i i WALL IS REMOVE� S E C T I ON I � NEW VERSA-LAM PLYWOOD (LLV) AT EAGH JOIST SEAT /4" c I'-O" 5HEATHING i i EXISTING 18" TJI � i i �X WOOD STUD WALL ON HSS TO BEAR ROOF RAFTER TRIM AT (E)- � � (�)-18" VL i i TO BE REMOVED 3/4" = I'-O" HEADER BEAM o L ' I /� � I 1 FVLL HEIGHT BLOGKING W o � � ` TRVS�.� TOP GHORD � � `,/ T I O I �l I � � \ A � ` OR JOIST �X TOP PLATE WITH � �. (I)-ROW OF WITH SIMP�,�pN A 5 AT S � C T I ON 2 3 3/4 - I -�^ O.I"1"1"m DRIVE 2'-8" MAXIMUM TO � PINS AT 24° BEAM BELOW TYPIGAL SNOWFENGE � EXISTING HEADER BEAM SUPPORT AT TRUSSES 3�4 - � �� Y2E. PLAN REINFpRGED PIPE GOLUMN XISTING 2 I/�" JOIST AND 2X1� AT �b BLOGKINGHT ALTERNATING ROWS OF � JC�XI/8 WITH (�J'I/�" m I'-O•• HRV-BpLTS THROUC'�H TRU55 GHOR� OR JOISTS AND 1/�" m AT I�" (NOT REQVIRED BOLT WITH HEAVY WASHER - - - PLYWOOD �4"m THRU-BOLTS � THROUGH VL � ryry ry SHEATHIN6 BEA� �I)-L � I/� X � I/� IN GENTER THIRD OF EAGH SIDE PLUG WELD r S � C T I O I V � EAGH LEG AT 4b" /� GONTINUpUS 3X TREATED �^bOD .IOIST `J S � C T I O I �l � � = LEDGER WITH (3)-I/4" m RE: PLAN n X 3 I/�" SIMP��ON SDS 3/4" = I'-O" O SGREWS AT EAGH STUD SIMP50N HOLD-DOWN 3/4' = I'-O" _ `D � i i ONE SIDE � � C T ON 2 - PLYWOOD SHEATHING BEVELED TOP PLATE � � � - WITH SIMP50N F-I�.S- 3° = I'-O" �T� VERTIGAL FENGE ry ry ry � TRAGICEWITHO(�)ESGREWS w �� i CE)-STUD WALL � AT 3'-O" MAX. 6" METAL STU� AT I'-4" � 2X STRUGTURAL i ROOF TRU55 RE� PLAN AT ROOF EDGE ^ - - - WALL RE� PLAN � i FASGIA ��1 AT 2'-O" WITH SpLID I 1 6 6" METAL STUD WALL i BLOGKING AND SIMPSpN LI6HT GHU«E METAL � O 1/�" SOFFIT PLATE I/4" PLATE I/�J(�XI'-O" WITH RE� PLAN A35 AT �'-H" MAXIMUM OVERFRAMING RE, ARGH. (6J-3/8"mX4" LA6-SCREWS RE� PLAN NOTES � ` O A, GENTERED ON ROOF NOTE- NEW DEGiC WALL 2X RAFTERS � JOISTS BELOW IS PARTIAL HEIGHT � RE� PLAN PLYWOOD SHEATHING r��T~� s� S � CT � �� 3 w � I I/�"m STD. FULL HEIGHT BLOGKING � PIPE TYPIGAL 6 � 12 � � � 3/4" = I'-O' � � 3/I6 'y b � � � O 3/Ib ROOF RAFTER RE� PLAN RE� RGH. 6" PLYVJpOD � WITH SIMPr,�ON F$1 TOP = I/4' PLATE AT GENTER- SHEATHING 2 � - LINE OF STUDS WITH T 1 FLANGE HAN6ER V _O f� I e I (6)-3/8" m BOLTS W 12 � � � I I O I �l I �.J w i i ' �Y I o I _ i i PLYWppD SHEATHIN6 _ � � O � i i ' � a'� 3/4" = I'-O° � � ' VERSA-L F O � � i i ;fl Q ROOF JOISTS AT � � p RAFTER �ii - i SIMP�.�pN A35 AT � I'-O" O - �� - i � � � DORMER �1 O � � w i o � � -� i i RE� PLAN m� iii � � � ry i SHOULDER i i STEEL BEAM ^ i i �D ] 3XI� LEDGER WITH BEAM - GVT i i RE� PLAN WITH � � ` � e i (3)-I/4" m X 3 I/2" SIMP50N i � TO I�" MINIMUM i � FLOOR BEAM RE� PLAN �X TOP PLATE , TYPIGAL SNOWFENGE 2X BLOGKING BETWEEN �� i o i SUPPORT AT VL �X TOP PLATE WITH (E) JOISTS WITH (I)-ROW SDS SGREWS AT EAGH STUD i i � i �s - JpIST AND 2XI2 AT f�)-ROW OF O.I'7'1"m DRiVE OF O.III"m DRIVE PINS � � � � �/ � C T I O I �1 � - �'-p" PINS AT �4" AT �4" � � � � H55 GOLUMN RE� PLAN � � � � WITH I/4"X4'X7" GAP PLATE (�)-METAL WALL STUDS i i � WITH I/4"X4"X8' PLATE 3�4� _ ��'�� (BAGIG-TO-BAGK) 6' METAL STUD � i �X JOIST RE� PLAN i S � C T I ON 2 �f- WITH SIMP��pN ITT THRU-BOLTS �TH (�)-3/4"m WALL RE� PLAN � � TOP FLANGE HANGER PLYWpOD SHEATHING �EXISTING PLYWOOD � � � 9 SHEATHING u 3,4- - ��-�- � � S � C T I Oi�l 8 ? 6 � TYPICAL APPLIED w W ° BALGONY GONNEGTION - I I PL-YWDOD SHEATHING i � AT SHEAR WALL RE� PLAN 3/4" = I'-O" NEW PLYhIOOD SHEATHING Q E ° i i - TOPPIN6 �RETE � T i i � (E)-PLYWOOD SHEATHING O WATERPROOFIN6 i - _ S E C T I ON 2 � RE� ARGH, i N y � i � � (EJ-18" T.11 ROOF RAFTER � � ° 3/4" = I'-O" � - TOP OF STEE _ � � 2-� � � C T I O I �l I � �-YWOOD i��i ¢ W o � P J i i 2X WITH SIMPSpN ITT TOP i i SHEATHING � iy !I � l = - � � i . FLANGE HANGER � � 6� `1��+ � b U . < � 3/4" = I'-O" � � i ��. ,`'.S ..,..� ` ..�. % i i EXISTING FLOOR JOIST w ,� � � ' W i i }' H55 WITH (I)-L6X3 I/�X3/b X 4" i i � � a d '" � i ;L" ? �LLV) AT EAGH JOIST SEAT u i i � i � � � �X WOOD STUD WALL � i i i i i TO BE REMOVED I/4" BENT PLATE i i � i i GONTIMIOUS � � � � EXISTING GONGRETE TOPPING INSTALL �X BLOGKING � i i �" GOMPOSITE DEGK BETWEEN JOIST FLANGES � � �O GA. I=.41b 5=.355 � (E) PLYWppp (EJ�XIO ROOF VERSA-LAM RID BEAM RAFTER i i SHEATHING ��EAWOO GROOF RE� PLAN WITH � I/�" TOPPING (E)-RIDGE BEAM 6" METAL STVD i i NW GONGRETE (4 I/�" WALL RE� PLAN i � i TOTAL) , . . . r , . POST RE� PLAN I I "'- � � � ' � ' WITH SIMPSpN SE CT ON 2 � . � ... .. . ..,., ..;.. . .._:z �.._..:. r . ..._:,.. . , �.,�._ I I • • • • . . . • • . • • . • • . . REINFORGED WITH i i - - - - --.,c.---- EGG GOLUMN GAP i i �%�, \�� OF 3/�"m OTHRU BOLTS 3/4" = I'-O" � (�)-ALTERNATIN6 ROWS i i STEEL BEAM �:� ��' �� AT I�" � � RE. PLAN `�� ii �� i i RE: GENERAL ��. �%� �. PLYWOOD t/�+ i i NOTES FOR \� �� „/ � � T I O I �l � GONNEGTION �� ii� VERSA-LAF4F3 SHEATHING I/�' ------`��------- �RE: PLAN � • • • • • • • • • • • • • • • • • NEW JOIST WITH SIMPr�ON 3/4' = I'-O" RIF ITT TOP FLAN6E HANGER ASI �F'2 O4-Z4-�Z s � � T i o� 2 5 3._0- sia° = i•-o° � � � L2)-VERSA-LAM RE� �AN � BUILDING PERMIT 02-23-12 H55 GOLUMN RE� PLAN � i (EJ 18" TJL FLOOR BEAM WITH SIMPSpN HGLN TOP DD SET 10-31 -1 1 i � TRIM AS SHOWN; REINFORGE FLANGE HANGER AT END i � i � W�TH 5/8" PLYWOOD EAGH NEW PLYWOOD SHEATHING SD PRICING 08-OS-11 � � SIDE. SGREW PLYWOOD TO SUPPORTS EXISTING PLYWOOD I/�' X 5" X 1'-O" BASE � � TJL FLANGES WITH bd GOMMON ISSUED FOR: DATE: i i EXISTING GONGRETE 6" METAL STVD WALL SHEATHING BEYOND PLATE WITH (4)-I/2" m i i NAILS AT 2" (E)-PLYWOOD SHEATHING (2)-�X6 T'RUSS BOLTS � i TOPPING RE: PLAN VERSA-LAM WITH � MEMBER AT T2 � i SHEATTH NGLYVJOOD HBANGER FLANGE � � / 1 f � i (E)-Ib" TJI ROOF RAFTER INVERTED HUGQ � � � 12 � � � / �h �� ,,�s HANG�E�RN FAGE MOVNT I = S � C T I O I V I � �6 � i / / y + �6 � �;✓r��3 ,rs' <j Fi� �� 3/4,. _ �,_0. i ri �/ , ��i1�l �- HSS RE� PLAN i � � � i 1 ; S E C T I ON I � 12" VERSA-LAM :� ` !%� ;h L6X6XI/� WITH i � 'RE. PLAN; GUT j� ;,�, �f�t /`�� i (�J-I/2" STIFFENER 3�4" _ �''�" '' }-. L . m I/4" STIFFENERS � � EXISTING FLOOR JOIST PLATES EAGH SIDE (E)-PLYWOOD AS �'�+.-..__...��+Ft�.,;i� GL BEAM RE� PLAN AT 4" X I'-O" i i REQVIRED TO INSTALL '• ��t,llr-'- .''� � i STEEL BEAM AS REGIUIRED FORKING � a�tceer'n'� � � RE. PLAN i i � (�)�X BEA'RING AND i i I/4" BEVELED REINSTALL � j �X WOOD STUD WALL TOP PLATE RE. 4/53.3 NOTGH FOR BERRING i i TO BE REMOVED 9" MINIMUM DEPTH S E C T f 01�1 2 � � PLYWOOD THESE DRAWINGS AND SPEQFICATIONSANDTHE SHEATHING IDEAS, DESIGNS AND ARRANGEMEMS REPRESENTED THEREBY ARE AND SHALL REMAIN 3/4�� = I'-O" � PROPERTV OF THE ARCHITECT, AND NO PART S � C T I Ol�l 21 � � � V � C T ( O 1 `l � THEREOF SHALL BE COPIEO, DISCLOSED TO I I OTHERS, OR USED IN CONNECTION WITH ANY I I WORK OR PROJEQ FOR WHICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENTOF ROOF SHEATHING RE: PLAN 3/4" = I'-O" � � 3/ � � 3/4" = I'-O" THE ARCHITEC7. vISUAL CONiACT wI7H iHESE I I DRAWINGS OR SPECIFlCATIONS SHALL SIMPr�ON ST�2 STRAP � CONSTITUiE CONCWSIVE EVIDENCE Of � ACCEPTANCE OF THESE RESTRICTIONS.WRITTEN I I TAPERED PLATE I D�NiENSIONS ON iHESE oRAwINGS sHALLHAVE I HSS SXSXB/B PRECEDENCE OVER SG4LED DIMENSIONS. CONTRAQORS SHALL VERIFY,AND BE RESPONSIB�E PLATE lX7Xl/4 � PLYNl�OD SHEATHING FOR AlL DIMENSIONS ANDCONDITION50NTHE �X TOP PLATE � � i I I IOB,AND THIS OFFlCE MUST BE NOTIFlED OF ANY � � FULL HEIGHT BLOGIGING vqRla7loNS fROnn inE o1nnENSIONS nNo � CONDITIONS SHOwN BY THESE D2AWINGS. ----------------- (21-I/2"m LAG SGREWS � 2 PLATE 14JC'IXI/4 S E C T I O I �1 I KJ I/4 ROOF JOIST RE: PLAN 3/4" = I'-O' � WITH SIMPSpN B HANGER i VERSA-LAM RI EAM BGI RAFTER a TO BEAM i i RE� PLAN WITH � i i HSS 4X RE� PLAN WITH RE� PLAN ROOF FRAMING DETAILS � STEEL BEAM RE� PLAN � � IXI�XI/4 GAP PLATE IM N A TOP HSS I�X'RE: PLAN � � WITH (4)-I/�"m LAG SG'REWS FLANGE HANGER VERSA-LAM-RB F ad N i i .4�� 4�� RE.FPLAN ' ' SIMP��ON A35 AT S � C T I ON 11 '�_°�� N � �XI� FASGIA I/4 i i STEEL BEAM o� - RE� PLAN WITH 3 ROOF JOIST RE: PLAN '3�4 - � -� �X TOP PLATE 0 ri WITH SIMPSON B HANGER � TO BEAM ; sECT � o� � w SEGTION 2 � S � CTION 22 d 3/4., _ �._�., 3/4. _ �._�.. � 3,4.. _ ,._o.. S3 . 3 0 � � � � � 0 J O N r � a JOB # 6750 PREFABRIGATED EXISTING ROOF WOOD TiZUS�.� FOR SHEATHING ROOF EXTENSION YJ PREFABRIGATED ry �4 � 1 METAL STVD TRU55 WOOD TRUS�.�ES I � AT 2'-O" PLYWOOD SHEATHING RpOF SHEATHIN6 fV � � \` u � \ 1� � ry � "= � \ -- K . � � PREFABRIGATED WOOD W / � TRUSS AT 2'-O" � \ u p i � � i ^ � J ' � � TRUSS BEARING W � LL �: i T � r \ �1 i i \ \ ROOF SHEATHING ' \ 'RE: PLAN Q ry m 2XI2 TOP �' I/�" M1 �y \` i/ � 2XI2 TOP u GHORD / � / GHORD �� ry (2)-�XI� AT T� �( i • - � (�)-2X12 AT T� ' w I ry � V1 ' - - ° \ � EXISTING ROOF FRAMING _ t � _ _ _ _ _ _ � • ��_ " WITH VL AD�ED i - - - - - - - - - EXISTING ROOF FRAMINC d� / // �• � ��`ry \� � AND SHEATHING NEW JO15T HEADER � _ ) ^1 \ } EXISTiNG EXTERIOR WALL LL r /� � ry I `\ � �X6 AT�'-O" WOOD K = STUD iCNEE WALL ON VL � � — � rTl ' wo � � J � � ` S E C T I ON 8 � - LL �� / � �X6 TYPIGAL � \ � V.N.O. � 3/8" _ �'-O" 'I m Y !'e // !2)-�X6 AT T� . �\ n 53.3 "� - F� � \ I / . m ry ry / �< ry I \ O . LONG SEGTION AT — , - � . � , 1 �T� -+ �o �- - r�� W TYPIGAL DORMER ry . -_ - - - - ',- - - - ry - - - - - - - - - �- - - - - - - - - - —• - - - - - - - - • o rti s � cT � o� � W `J N _ I � 3/8" = i'-O' �ryV2" 6" i V�" i � O i i � SIMP�.�ON H2.5 EAGH M�--1 O SIDE EAGH 1`R1155 � VERSA-LAM FLOOR � � � � BEAM R6 PLAN � �RE.ARGN. I I � I 1 � � , a � o 3'-10 l/8" FIELD VERIFY 3'-10 l/8" FIELD VERIFY 3'-10 "1/8" FIELD VERIFY 3'-10 l/b" FIELD VERIFY � , 1 n EAST TRUSS � � O PREFABRIGATED ROOF SHEATHING NIOOD TRUSS AT O ��-�� S E C T I ON 1 ��I 3/4" = I'-O' ~� Ol �lj � M� � 2X6 AT I'-O" NXJOD STUDS C2)-LAYERS I/�" \PLYWOOD SHEATHING I/�" m THRU-Bpl_T WITH STA(3GERED WITH HEAVY WASHER 2X6 AT �'-O" JOINTS AT �'-O" MAX. BEARING WALL �i (HEIGHT VARIES) WALL Z (�)-2X6 PLATE SHEATHING — ROOF FULL HEIGHT BLOGKING w SHEATHIN6 � o RE� PLAN PLYWppD ROOF SHEATHIN6 Q � .' ', X > X � , � / V N i r Z i� O ¢ � y � � Z P � �, � a � o - _ �� i� 5i1BPA5GIA x ,�, ,� z � i � i �i i �� X6 AT 1'-4" " - '" � � ry � � EXISTIN6 GHIMNEY BEA'RING WALL w , i i� ��FRAMING (VERIFY) TO EXISTING BAGICSPAN RAFTER � � ; W � � ROOF ' - (8)-IOd NAILS ' WALL BELOW i i � � � ROOF TI2US5 BEYOND JOIST � � LADDER RAFTER WITH (GLINGHED) �� RE: PLAN � � INVERTED SIMP50N �XIO AT EAGH •� �/ i � � HANGER i i EXi5TIN6 STVD i i NEW LiGti7 GAGE t-tE7AL � i STUD WALL OR DEMOLISH � •• NICsN ROOF FRAMING i i OF LA DER RAF ER NDM REINSTALL TOP PLATE AT GRID D AND T 2x,o ST�T��.� S E C T I ON � � E C T I ON 2 FASGIA 3/8" _ �•_O" 3/4•• = 1•_O•• s � cT � o� � 3/4" = I'-O" ROOF SHEATHING RE� PLAN 5�'-O" ASI #2 04-24-12 PLYN1pOD RDOF SHEATHING BUILDING PERMIT 02-23-12 PREFABRIGATED ROOF RAFTER RE� PLAN DD SET 10-31 -11 WOOD TRU55 AT �._0�. PREFABRIGATED SD PRICING OH-OH-� � WOOD TRUSS BEYOND ISSUED FOR: DATE: � - fdPiltf,. r 6 '.�4. . ��' �� .�'.. I� 12 7� �, .c 3 I/�" X 9 1/�" � . ., VERSA-LAM � � � � �: 12 12 6$1✓EIBH�X�M . . �, t'_. F �`�.�•'"Sn?�N� . �v.� TRU55 BEARING '��'. �ti„;.;^,w' POST AT EAVE BEAM RE� PLAN - WITH (I)-KING TRV55 EAGH SIDE BEARING EXTERIOR STVD WALL RE. PLAN; DEMOLISH THESE DRAWINGS AND SPEQFlCA➢ONSANDTHE AND REBl11LD TO DETAIL IDEAS. DESIGNS nND aken.NGeMENiS IF EXISTING REPRESENTED THEREBV ARE AND SHALL REMAIN PROPERTY OF THE ARCHITEQ, AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO /'+ OTHERS, OR USED IN CONNEQION WITH ANY �/ E C T I O I �l � `�'ORK OR PROJECT FOR W HICH THEY HAVE BEEN PREPARED WITHOUT THE WRITTEN CONSENTOF ------� THE ARCNITECT. VISUAL CONTAQ WITH THESE I 3/4" = I�—O" DRP,WING$ OR $PECIFICATIONS SHALL VL BEAM CONSTITUTE CONCLUSIVE EVIDENCE OF AT DORMER ACCEPTANCE OF THESE RESTRIQIONS.WRIREN 53.3 DIMENSIONS ON THESE DRAWINGS $HALLHAVE PRECEDENCE OVER SCALED DIMENSIONS. . VOID CONTRACTORS SHALI VERIPV,AND BE RESPONSIB�E EXISTING PLYWOOD FOR AlL DIMENSION$ ANDCONDIiIONSONTHE �X6 AT I'-O" � �"�• NOTE: AT EXISTING GHIMNEY EXTENSIONS, SHEATHING � J08,ANDTHISOFFICE nnUSieENOTIFlEDOFnNY WOOD STVD PROVIDE GIRDER TRU55 EAGH SIDE AND vnRinnoNS FROM ine oinnEN5iON5 nNo BEARING WALL HEADER FOR INTERMEDIATE TRUSS. DO CONOiiiONS SHOwN sv mESE De,a.wiNGS. NOT BEAR TRVS�,�ES ON GHIMNEY. NEW FASGIA EXISTING FRAMING ' AND ROOF SHEATHING EXISTING EXISTING STUD WALL TRUSS DETAILS AND WITH VL ADDED ROOF ALTERNATE ROOF FRAMING RAFTER '------' NOTE� NO DEMOLITION � 'REQUIRED AT EXISTING WALL IN THIS DETAIL - 53.3 �-----� , S E G T I O N � 3/4" = I'-O" 53.3 SEGTION AT HICsH ROOF S ,4, . 1 s � cT � o� � 3/8" = I'-O' JOB # 6750