9300 W MALL DR 2017 Plans 2022-12-08

e ;: . --� !z � � � � � � ;�� . STRUCTURAL NOTES (CONTINUED) J � ` �- � �.. _ y�.,....... a __. .. __�. ,.... _ _--- _.. . `f , �o (E) �OST-TENSfONED SLAB � ��: �,. . � � � ; _ � � � WOOD FRAMING (CONTINUED) E ;�� ___. ____�__ ��_ � �� w � �� � � "��I� i . r ` � � °__. �»>�._�„ �. . � � � r "' ,� � ��+a . . . . . . . Perimeter Neaders and Rim Joists Y �v� � � __...�. �..� -=_._�._...�.,........ Q� / � ` � Joist Hanqers and Connectors:Simpson Strong-Tie Company Inc.as specified in their latest catalogs was used as the basis of design for this project. Minor deterioration on the surface of the rim joist or header(up to 3/16°deep)will require removal of the deteriorated portions,treating the retained material L - - - J m � .-� '�� Alternate connectors by other manufacturers may be substituted provided they have current ICC approval for equivalent or greater load capacities and are o -�� __.�__� � r e v i e w e d a n d a p p r o v e d b y t h e E O R p r i o r t o o r d e r i n g.C o n n e c t o r s s h a l l b e i n s t a l l e d p e r t h e m a n u f a c t u r e r's i n s t r u c t i o n s.Wh ere connector stra ps connect two With a fiungicide,an approved wood preservative and infilling the voids as required. i I- .� .t � -� � � � � members,place 112 of the nails or bolts in each member.Unless noted otherwise all nails shall be full length common. Nail straps to wood framing as late as -��.. � � � � .._,. � Significant deterioration to the rim joist or header(more than 3/16°into any surface)requires removal and replacement of the deteriorated member. Consult �- � � � possible in the framing process to allow the wood to shrink and the building to settle. , , . � , �, . : � _ � ��2'� CAP R x 4"x 1'-0" � the structural engineer for specific cases with limited area.All abutting framing,whether wet or not is to be treatetl with an approved wood preservative.New � I � . section of rim joist should be plate nailed to the at the top and bottom plates with 16tl(0.161"-diameter x 3.5°-long)nails at 4"(minimum,or to match existing) .�; � �- .� � ,-. - � Nails and Staples:Conform to IBC Sec 2303.6"Nails and Staples."Unless noted on plans,nail per IBC 7able 2304.9.1.Unless noted otherwise ail naits shall on eenter. � � � � � 3 j f CHANNEL SUPPORT, � � � „ 3-SIDES � � � be common.Nai(sizes specified on the drawings are based on the following specifications: J � ' i.E�� ; +i � _ � � � � �� ' E � �� " � T° TYP (4) LOC o > `� `� � " � Built-Up Headers:In locations where the deterioration is limited to the exterior member of built-up headers,the removal and replacement of only the exterior , � � ,�� : i o - � ,� ' COMMON NAILS member is acceptable.The entire length of the header section of the member is to be removed and replaced. (Do not splice) � �„G �� = '� � J � C8x 18.75 x 36" � Size Length Diameter � " FORM & REPOUR PER `�' _ � � _ ,I I . � � � � � �, 8d 2-112" 0.131" � ��:��j, ... 'rm� � = CONCRETE REPAIR NOTES � � Solid Sawn Floor Joists and Beams � ;, _�� ; � � (2) ROWS OF � � . � 10d 3" 0.148" � " � "� ' � � Minor deterioration on the surface of the joist or beam(up to 3116"deep)will require removal of the deteriorated portions,treating the retained material with a (� !� � (_ ' � (4) 3/q:"� A.T.R. ,�,� � �� 16d 3-1l2" 0.162" fungicide,an approvetl wood preservative and infilling the voitls as required. � �' � 'i ' ' �' f � � � , .�.��,��,_- ��.....�J� I - � W �" EMBED IN � 16d Sinker 3-1/4` 0.148" � ` _ � " � � � SIMPSON SET-XP EPDXY Significant deterioration to the joist or beam(more than 3116"into any surface)requires removal and replacement of the deteriorated member. Consult the '�- � f ` �. . • . . . . . . . . . . I� , ' . ^ � „ » �, ��,,,i;, � o ��/�i�% . � . 2 4 2 ��%i� % � %�i��;�/ L Bolts Bolts.Conform to ASTM A307.Provide washers under the heads and nuts of all bolts and la screws bearin on wood. t t r ( n ineer for s ecific cases with limited area.All abuttin framin whether wet or not is to be treated with an a roved wood reservative. � ne ��,�, ,�;i%�i,,i��,��i/� 9 9 p 9 9, pp P �__ :--___ �///��/i�� a I 9 9 s ruc u a e - ..� � � �i ,i,�//,/� , } � ;�ii��/�/,�%�� ..,.�; . � �..,,,� �, %��%/��%�/��i�,�,.; - rs shall be rovided erthe NOTF: ALL STEEL TO BE HOT-DIPPEQ GRLVANIZED �,�'/�i�/��/��%�i�/�i�� ,:;, Wood Holdowns:Holdowns s ecified are as manufactured b Sim son Stron -Tie Com an Inc.Additional framin membe p p PI ood Floor,Roof,and Wall Sheathing and Gypsum Wall Sheathing ��,� ��,�i//� manufacturer's re uirements.Acce table e uivalent roduct subsfi utions are available f�rom other manufacturers w th EOR a rovaL � �� 9 p q p PP Deteriorated Floor and Roof Sheathing shall be removed and replaced inminimum 4-ft x 4-ft sections.Provide blocking at new sheathing edges,and naii both 2�S1.1 �,, new�and exis!ing sheathing to the�blocking. Nail sheathing wifh 8d(0.131°-diameter x 2.5"-long)nails at 6"on cenfer at all edges and 12"on center at field 1YP 1�'-0" �''� � � NAILING REQUIREMENTS:Provide minimum nailing in accordance with IBC Table 2304.10.1 "Fastening Schedule"except as noted on the drawings.Nailing framing. 6x8 TEMP SHORING POST, �L��`�'�� _ �� i� %��°�'/'� . r for rooflfloor diaphragms/shear walls shall be per drawings.Nails shall be driven flush and shall notfracture the surface of sheathing. T Y P (5) L O C D U R I N G 2 Deterioratetl Wall Sheathing shall be removed and replaced in minimum 4-ftx4-ft sections. The new and existing sheathing shall be nailed to new biocking at CONSTRUCTION SCALE:N.T.S. , MOISTURE CONTENT:Wood material used for this project shall have maximum moisture content of 19%except for the pressure-treated wood sill plate. all panel edges to matcn the stud depth at the sheathing edges. Nail plywood sheathing with 10d(0.148"-diameter x 3"-long)common shearwall sheathing � SEAL: nails,per the shearwall schedule on sheet S-X. PRESERVATIVE TREATMENT:Wood materials are required to be"treated wood"under certain conditions in accordance with IBC Sec 2304.12"Protection against decay and termites".Conform to the appropriate standards of the American Wood-Preservers Association(AWPA)for sawn lumber,glued laminated DENSGLAS INSTALLATION (E) FLOOR OR ROOF FRAMING----��; � '��-� '� �-� '" ;�- O,�B A. DjB� timber,round poles,wood piles and marine piles.Follow American Lumber Standards Committee(ALSC)quality assurance procedures.Products shall bear . Maximum framing spacing 24"oc � BOTTOM PLATE NAILING PER '�y' pF �AS� � . . . PLAN VIEW - C�NCRETE WALL i�EPAIR T/FLOOR �•� �� SHFAR WALL SCHEDULE 4' r�'� the appropriate mark. . Minimum 2x framing '� `�' �',,� , * May be installed parallel or perpendicular to the studs SCALE:N.T.S. (ROOF C� SIM) . . = =+ � • = (WHERE BOTfOM � IS EXPOSED) . . . METAL CONNECTORSlPT WOOD: All metal hardware and fasteners in contact with pressure treated lumber shall be stainless steel Type 316L.At the . Fastener spacing 4"oc at panel etlges and 8"oc in field. Owner's risk and discretion,hot-dipped galvanized metal hartlware and fasteners may he investigated for use in lieu of stainless steel provitletl that the finish g Screws: { { { ,* * + _ + � �...::. ��_�._. �.�_ _, _. ._ _.___ .� has a minimum zinc content of at least 1.85 oz/SF and its use is coordinatetl by the Contractor and Wood Supplier for the expected environment and moisture �r E` �f(E) DOUBLE TOP PLATE 37445 S� ex osure for a ro riate use based on the methotl of reservative treatment of the wood. o '/2'Sheathing use 1"long Bugle head fine thread,corrosion-resistant drill point or sharp point drywall screw. PANEL EDGF NAILING �� FGI gTER�� . , p PP p p SHEAR WALL HOLDOWI� SCHEDULE PER SW SCHED- � ' 0 5l8"Sheathing use 1-114"long Bugle head fine thread,corrosion-resistant drili point or sharp point drywall screw. �-�`� DBL STUD @ FLOOR-TO-FLOOR SIDNAL � Fasteners shall be driven flush with the panel surface(not countersunk)and into the framing system. HOLDOWN STRAP LOCATIONS, � MODEL END STUD ��PAC�TY � WHERE APPLICABLE ANCHORS • �ocate fasteners at least 3I8"from the ends and edges of the sheathing. ANCHORAGE TYPE �4,5� FASTENERS } • Install sheathing with end joints staggeretl when installing panels horizontally. # �,� REQUIRED �2,3� �L�S� (2) MIN STUDS � WALL ENDS j SPLICE WALL SHEATHING ON POST-INSTALLED ANCHORS:Provide post-installed anchors as specified in these drawings. . Ends and ed�es of fhe sheathing shouid fit tightly. , 'E� RIM 30ARD WHERE POSSI BLE CS16 FI R-TO-FLR STRAP, EL=14' (26) 8d COMMON (2)2x STUDS 1,705 !I Use of alternate products,or of post-installed anchors atiocations not shown in these drawings,is subject to the approval of the Architec�lEngineer. Submit ��CRETE REPAIR MSTC40 FLR-TO-FLR STRAP, CS-18° (28) 16d SINKERS (2)2x STUDS 2,320 , EDGE NAILING PER SHEAR (E) STUDS, SPAeING VARIES proposed anchors to the Architect/Engineer with an ICGES Report valid for the 2015 IBC or municipality where the builtling is to be constructed.Submitted NALL SCHEDULE, STAGGERED � �� ICGES re orts shall demonstrate that the anchors are suitable for use in cracked concrefe. Use acrylic anchors of equivalent strength when base material 1. Owner to notify DEI to EVALUA7E existing concrete cracks for size,location,and presence of moisture seeping,soil or efflorescence around or through MSTC66 FI R-TO-FLR STRAP, CS-18" (64) 16d SINKERS (2)2x STUDS 5,495 (N) FIELD NAILING PER SHEAR P +,� /�"� ,�` {I WALI SCHEDULE falls below 40F.Install anchors in strict accordance to ICC report and manufacturer's instructions.Where anchors resist seismic loads,submitted ICGED the crack. DEI to review the structural concerns relating to the crack that may include settlement,shrinkage,shear,or flexural movement. BLOCKI NG @ SH EAR WALL � � T`T � r CMST12 FLR-TO-FLR STRAP, EL=33" (66) 10d COMMON (2)2x STUDS 9,215 reports shall demonstrate that the anchors are suitable for the resistance of seismic loads. 2. At wall conditions that have water migration through the concrete wall,DEI wouid like propose an epoxy injection to seal the cracks. Water migration is SHEATHING PAN�L EDGES '� �� € (N) HOLDOWN PER HOLDOWN � best controlled on the outside face of the wall and would suggest improved drainage be installed antl the use of a waterproof barrier,such as a spray ��2°� x 15" TITEN HD � �� SCHEDULE W/ TITEN HD ANCHOR � CONCRETE SCREWS: Concrete screws shall be Powers West-ICG#ER-2526 or EOR approved equal with current ICC report.Install screws in applied asphalticcoating on the water source side. A Building Envelope consultant who specializes in moisture controls and detailing should be 5 1 1 SHEATHING & NAILING PER , ;� OR /g"� THREADED ROQ EMBED (14) /q"�x2 /2" SDS 3 2x STUDS 4,065 / ( accordance with manufacturer's instructions. Embedment lengths shall be as shown on the drawings. retained to limit water through the wall assembly HDU5 O SHEAR WALL SCHEDUL� / (E) P.T. SILL R , ' 10° (MIN) INTO (E) STEM WALL WOOD SCREWS �, /r � ` , 3. For tlry cracks that are not exposed to migrating water,that are larger,such has 1/4°wide or wider,notify DEI to review,as these cracks suggest a W SIMPSON SET-XP EPDXY � . _...� POST-TENSIONED CONCRETE ANCHORAGE: Anchors installed in ost-tensioned slabs after the concrete is cast shall not be installed without verification � T/FLOOR SHEATHING ; �� P lar er or lobal movement that is occurrin structurall . These cracks will likel re uire a lar er ma nitude of structural stabilit remediation. As art of �===_ -_ , , _�W= -= v=j r g g q y y q 9 9 Y p „ (�) FOUNDATION STEM � LLJ � of tendon locations and approval from the EOR. the crack re air and atch,the cracks in vertical surface such as a wall,use a form and aurwith a hi h slum re air mortar,such as Sim son MST72 FLR-TO-FLR STRAP, CS=18 (62) 10d COMMON (2)2x STUDS 6475 (SLAB � SIM) ; , , p p p 9 p p p � NALL � PERIMETER � � pp FX-261S,to fill the crack. Install per manufacturer's specifications. A bonding agent,such as FX-792LPL is recommended to bond the repair mortar to ( � � � O RENOVATION the existing substrate. NOTES: ANCHOR BOLT W/ R WASHER � � � � 4. For smaller hairline cracks or areas requiring only a cosmetic fix,clean and use a filler cementitious grout,to patch,however the global conditions that 1. HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG-TIF C0. INC.; ACCFPTABLE EQUIVALENT PRODUCT PER SHEAR WALL SCHEDULE �- � � � � SUBSTITUTIONS ARE AVAI�BLE FROM OTHER MANUFACTURERS WITH SER APPROVAL. 5 '' DEMOLITION: Contracfor shall veri all existin conditions before commencin an demolition. Shorin shall be installed to su or�existin construction as • � • � • (MIN /g"�x8" � 48"OC) ; ! � oJ �Y 9 9 Y 9 Pp 9 may have led to the crack are not being addressed with a patch. Notify Engineer for review to determine if there is a more significant contnbuting cause 2. LOCATE ALL HOLDOWNS AT ENDS OF ALL SHEAR WALLS & FASTEN TO BUNDLED END STUDS. ;. _.... _ . _ ____.. ._... � .._�.�.�__ __ ; � � � � � required and in a manner suitable to the work sequences. Existing reinforcing shall be saved where and as notetl on the plans. Saw cutting,if and where as needed. �j - used,shall not cut existing reinforcing that is to be savetl. Demolition debrisshall not be allowed to damage or overload the existing structure. Limit 3. BUNDLED END STUDS SHOULD BE STITCH-NAILED TOGETHER U51NG MINIMUM (2) 16d @ 10"OC, UNO. �-�-- � (E) FOOTING � PERIMETER � � '� � ^ 5. For severely spalled walls and columns,provide temporary shoring. Chip out damaged concrete,maintaining the rebar in place. When damaged 4. LOCATE HDU HOLDOWNS AT CONCRETE FOUNDATION LEVEL. ------- -- -- �------------- ------�-�� -- ---� n- construction loading(including demolition debris)on existing floor systems to 40 psf. �, „ „ „ NOTE: � � �"�' I-- � 1 All new o enin s throu h existin walls,slabs and beams shall be accomplished by saw cutting wherever possible. concrete area is removed,contact DEI for review to verify existing conditions. Following review,treat exposed concrete surfaces and rebar with a LOCATE 'CS , MST", 8c MSTC STRAPS AT FLOOR-TO-FLOOR CONNECTIONS. � � O p g g g � �� CONTRACTOR OPTION - INSTALL SHEATHING VERTICAL ELIMINATES INTERMEDIATE BLOCKING ROW. � � � � � (2) Contractor shall verify all existing conditiuns and location of inembers prior to cutting any openings. bonding agent such as Simpson FX-792LPL. Embed%"�x3"Titen HD Mini bolts into concrete face with%4'protrutling at 16"oc each way thru-out 5. ALL HOLDOWN ANCHOR BOLTS SHALL BE MIN 4" FROM CONCRETE WALL ENDS. � LLI � (3) Small round openings shall be accomplished by core drilling,if possible. spall area. Then reform fhe removed portion of wall or column,and place concrete per the Concrete section of the General Structural Notes. 6. INSTALL ALL HOLDOWN HARDWARE PFR MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS. �� ,q� V�/ALL E L�VAT1 O iV � � � w (4) Where new reinforcing terminates at existing concrete,threaded bars into threaded expansion inserts in existing concrete shall be provided to 6. The concrete patio on the shared roof of the parking garage exhibits slab erosion. The slab should be cleaned antl patched,using a lightweight mortar -ryP I CAL WOO D-F RAN!E D I�-i�LDC�V>/�J ��I��LE f'i� ��1�� 9 > match horizontal or vertical reinforcing,unless otherwise noted on plans. for concrete patching,such as SikaQuick Smooth finish to restore a level surface to the slab. The selected mortar should be adequate to provitle a � � w . feather edge minimum depth,up to%"maximum de�th,per lift. The mortar should be installetl per manufactur2r's direction. A waterproof surface,by SCALE:N.T.S. � SCALE:N.T.S. � � � ROT: Contractor shali check for rot at all exterior walls,existing toilet room floors and walls,areas showing water stains,and all wood members in basement others,should be installed after the surface is leveled. and crawl spaces. All rot shall be removed and damaged members shall be replaced or repaired as directed by the EOR or Architect. ppST-TENSIONE[�CONCRETE PRUTECTION GENERAL WOOD REMEDIATION GUIDELINES . Exposed post-tension concrete tendon ends should be repaired and protected. ��-FRA�I EC� S�-1 EAR �NALL S��I ED�J LE o The surface of the anchor pocket and the anchor ends shall be cleaned. FOR HEM-FIR FRAMING W/10d COMMON NAILS (20t5 IBC) '. These guidelines outline provide general recommendations for the repair of untreated structural wood frame members that have limited wootl decay and . Spray the exposed face of the anchor and wetlges with Rustoleum or epoxy paint,being careful to avoid spraying the concrete faces of the ' deterioration due to water infiltration. MINIMUM BLOCKING , ALLOWABLE SHEAR WALL CAPACITY stressing biockout.Where they are missing,install the grease-fllled plastic caps as soon as possible after cleaning and painting. WALL SHEATHfNG FRAMING CLIP FRAMING AT ANChOR' BOLT TO SILL PLATE AT SW TYPE APA RATED BOTTOM PLATE ATI-ACHMENT TO WALL BELOW RIM BOARD PANEL EDGES AT ALL CONCRETE FOUNDATION FOUNDATION (PLF) • Coat insitle surfaces of the anchor pocket with a resin bonding agent after cleaning at the contractor's discretion,and then fill the pocket with a TH ICKN ESS PANEL EDGES Temporary Shoring:Any structural framing suspect of cotlapse or indicating instability shall be shored immediately. Safety of the occupants,the construction non-shrink grout such as SikaGrout 300 PT or a similar product. The grout used shall not contain any chlorides. `; • labor and the building structure are of the first priority. In all cases the contractor is responsible to provide temporary shoring of the structure as requiretl (3) (�o,�z,i3) (s) (�,z,�) (s,$) ScISMIC WIND • A waterproofing membrane shall be installed along the face of the slab edge to protect the banded tendons ends from possible water exposure. during the repair of deteriorated framing. � � SW-6 ��32 /4"�x4 /2" SDS Q 6"OC LTP5 Q 14"OC 1%2" 2x 2x %g"� � 40"OC P.T. 2x 288 405 PROJECT#: 15-555 - Determine the magnitude of decay that penetrates into the structural framing members using a small flathead screwdriver or an awl as a test probe.Expose DRAWN BY: TLE � the wood rot antl decay to the fullest extent possible.Structurally competent wood should be resistant to the insertion of the tool. � � � 3x -OR- 5 DESIGNED BY: MKW SW-4 �5�32" /4"�x4 /2" SDS � 4"OC LTP5 Ca? 10"OC 1/2" 2x FLAT 2x � � � 26"OC P.T. 2x 428 60a DATE: DESCRIPTION Remove all decay from the wood framing or structural member. 12.01.2016 COORDINATION SET SW-3 �% ° �/4"�x4�/2" SDS C? 3"OC LTP5 � 8"OC 1%" 3x 3x -OR- 8"� @ 20"OC P.T. 2x 558 781 12.15.2Q16 PERMIT Wood Treatment:All structural framing that has had decay removetl or has been exposed to significant moisture(with a moisture cont2nt above 19°/a)or is 32 2 FLAT 2x ' currently wet should be treated for both 1.one-time surface growth cleaner and 2.to limit future growth. A gootl surface treatment cleaner to kill surface growth should include a 50/50 watedbleach mixture that is spray or roller applied. A secontl treatment for a longer term fungicide and growth inhibitor shoufd SW_2 1� �� /4"�x4�/2" SDS @ 3"OC LTPS � 6"OC 1%" 3x 3x -OR- �°� @ 16"OC P.T. 2x 716 1002 then be applied. A wood preservative treatment such as the Wootllife Coppercoat should be generously applietl by brush or roller in accordance with the 32 2 FLAT 2x recommendations of the manufacturer. � , (E) FLR SHTG NOTES: Surface Growth: Framing members that have not experiencetl decay antl are structural competent based upon test probing,but exhibit surface growth may remain in place provided that the mold is removed through chemical treatment. 4x4 BLKG @ 7'-0"OC W/ LUS44 1. ALL NAILS ARE COMMON, UNO. REFERENCE GENERAL STRUCTURAL NOTES FOR NAIL DIAMETFR AND LENGTH. , HANGER EA END, W 0.148"�x1 �/ "� 2. REFERENCE SHEAR WALL KEY DFTAIL FOR DESCRIPTION OF TERMS. STUD WALL � 2 WALL SHEATHING Replacement:Framing members that require removal and replacement based on the criteria below shall be replaced with new wootl framing per the WOOD NAILS EVERY HOLE 3. PROVIDE SHEAR WALL SNEATHING AND NAILING FOR ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. g01-i�OM PLATE ATTACHMENT FRAMING section of the Generai Structural Notes. Framing with exterior exposure and/or in contactwith concrete shall be pressure-treated.All metal ENDS OF SHEAR WALLS ARE TYPICALLY AT WINDOWS, DOORWAYS OR AS SHOWN ON PI�N. � JURISDICTIONAL STAMP: hartlware and fasteners in contact with pressure treated lumber be stainless steel Type 316L. At the Owner's risk and tliscretion,hot-dipped galvanized metal (E) FLR JOIST 4. EDGE NAILING IS REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN ;: ¢ : hardware and fasteners may be investigated for use in lieu of stainless steel provided that the finish has a minimum zinc content of at least 1.85 oz./SF and BUILT-UP HOLDOWN POSTS. REFERENCE HOLDOWN SCHEDULE & DETAILS FOR ADDITIONAL INFORMATION. ; EDGE NAILfNG � j its use is coordinated b the Contractor and Wood Su lier for the ex ected environment antl moisture ex osure for a ro riate use based on the method of J ' � y pp p P PP P a �� ' � �, -� : 5. INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS UN0 IN SCHEDULE. a1TACN SHEATHING TO INTERMEDIATE �T/(E) SHEATHING % = m P ; ,f� � � '� FRAMING WITH EDGE NAILING AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND EDGE NAILING AT 6"OC ��'�.�� `�� ; RIM BOARD v� Q reservative treatment of the wood. ��'i' s.� PIPE SLEEVE BY OTHERS '' ��' � WHERE STUDS ARE SPACED AT 24"OC. ' (DBL RIM WHERE REQ'D) � � kt i 4,i Special Conditions:Where uestions arise re artlin the exter�t of tleterioration or the miti ation,the structural en ineer will make the final determination. For ,1,;�, �itf 2�/2"x30 MIL (MIN) LIGHT GAUGE ; � q 9 g 9 9 1 , ;I! , p � 6. REQUIRED WHERE SHTG IS NOT CONTINUOUS BETWEEN TOP PLATE AND RIM JOIST. "LTP5"CLIPS SHALL BF , unique conditions and areas of significant deterioration the structural engineer is to be contacted to assist in generating detailed recommendations. SUPPORTED W� �2�� LAG � ,� � STEEL TRACK W� #8 WOOD SCREW `' � ORIENTED LENGTHWISE (HORIZONTAL) AT PLATE TO RIM. USE 0.131"�x1 1/2° NAILS WHERE CLIPS ARE ;' ' `` SCREW OR SIM; EMBED 1" �^ �� '' � i x 2" (MIN) TO STUDS C� 4'-0'OC ATTACHED DIRECTLY TO FRAMING. USE 0.131"�x2 1/2" WHERE CLIPS ARE INSTALLED OVER SHEATHING. ' J Project and Framing Specific Recommendations (MIN) INTO 4x4 BLKG -- � � ` Q 7. 2 2x STUDS NAILED TOGETHER MAY BE USED IN PIACE OF SINGLE 3X STUD. DOUBLE 2x STUDS SHALL BE � � :� (2) �6 SCREWS, TRACK TO � ) _.._�.�. �. _.... _.__ � �� �� o SECURED TOGETHER WITH FASTENERS OF THE SAME DIAMETER AND SPACING AS THc BOTTOM PLATE = J� FRAMING CLIP Q o . Studs 2 6 SCREWS, � EA STUD E� JOIST J = w r � ) � �, � ATTACHMENT PER SCHEDULE. � ) Minor deterioration on the surface of the stud(up to 3/16"deep)will require removal of the surface rot through a mechanical effort treated with an appropriate TRACK TO EA STUD _ _ _ + .. GWB BY OTHERS 8. ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS PER DETAILS ON EDGE NAILING cn m fiungicide and with a wood preservative.The addition of a matching stud nailed alongside(sistered)with 10d(0.148"-diameter x 3"-long)common nails @ � - + ' DRAWINGS. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH PLATE AND SHALL BE AT LEAST 7 TIMES THE / � � �� _.�::... .ki ;� i == 12"oc.may be necessary to achieve a plumb surface for proper nailing of sheathing and wallboard. (E) 2x WALL STUDS @ � 2�/2"x30 MIL (MIN) LIGHT GAUGE ANCHOR BOLT DIAMETER FORM THE ENDS OF THE PLATE, BUT NOT MORE THAT % THE TABULATED ANCHOR DOUBLE TOP PLATE . 16"OC, TYP� �' BOLT SPACING OR 12", WHICHEVER IS LESS. SHEETTfTLE: ;� STEEL STUDS C� 24"OC, CONNECT STUD WAL�_ ANCHOR BOLT + I I I � Significant deterioration to the stud(more than 3/16"deep by up to one-quarter of its length)requires sistering or the removal and replacement of the W/ (2) �6 SCREWS a. 5/8"Q�x8" TITEN HD ANCHOR SCREWS MAY BE USED FOR ANCHOR BOLTS AT EXISTING CONCRETE, ' �T� T RAL deteriorated stud.All abutting framing,whether wet or not is to be treated with an approved wood preservative.All studs with significant deterioration at � WITH PLATE WASHER & SPACING REQUIREMENTS PER SCHEDULE. SILL PLATE f �2" MAX °� v� v holdowns must to be�addressed by the structural engineer on a case-by-case basis. ��"�/`�"�� F ��A I�� A I oTE C�� 2�/2"x30 MIL (MIN) LIGHT GAUGE 9. PROVIDE HOT-DIPPED GALVANIZED (ELECTRO-PLATING) NAILS AND CONNECTOR PUaTES (FRAMING ANGLES, G �v iv �� . Top and Bottom Plates STEEL TRACK W/ #8 WOOD SCREW ETC.) AT ALL PRESSURE TREATED LUMBER. REFERENCE GENERAL STRUCTURAL NOTES FOR ADDITIONAL SCHEDULES � Replace all plates at bearing walls andlor shearwalls which show signs of tleterioration with new material.All framing lumber in contact with concrete shall be x 2" (MIN) TO STUDS @ 4'-0"OC INFORMATION. EDGE NAILING , replaced with treated framing with an approved wood preservative. The degree of visible tleterioration alone should not determine whether a plate is to be 10. PANELS MAY BE INSTALLED HORIZONTALLY IF STUDS ARE SPACED AT 16"o� MAX. ° DETA!LS replaced since the plate can trap water between surfaces where it is not readily visible.If decay is suspected,subsurface explorations shouid be performed or 1 1. STAGGER EDGE NAILING. °. � the plate should be removed and replaced. 12. THE TOP EDGE OF THE WOOD STRUCTURAL PANEL SHALL BE ATTACHED TO THE UPPER TOP PLATE. ROOF OR UPPER LEVEL UPLIFT CONNECTORS SHALL BE ON THE SAME SIDE OF THE WALL AS THE SHEATHING. �� //.�LL ��'Y DETAIL Splice Sill plates to concrete by butting members together and strapping across the joint with a Simpson LSTA24 strap.Provide a minimum of two 13. THE BOTTOM EDGE OF THE WOOD STRUCTURA� PANEL SHALL EXTEND T0 AND BE ATTACHED TO THE BOTTOM SHEET NUMBER: 5/8"diameter anchor bolts in each section of the bottom plate. Provide one bolt within 12"of each end af the sill plate and provide a maximum bolt spacing of OR SILL PLATE. 48"on center.. An acceptable retrofit anchor bolt is a 5/8"-diameter x 8°-long Simpson TITEN HD with a 3x3 plate washer. Site specific conditions should be 14. REFERENCE DETAIL BELOW FOR STAGGERED NAIL AND SCREW SPACING AT RIM BOARDS. reviewed by the structurai engineer. PI�E ��A�� WOOD-FRAMED SHEAR WALL ��H�DIJL� Top and Bottom Plates at shearwalls that are replaced are to be strapped to adjacent plates with a minimum Simpson LSTA24. Stagger the splice location of 1608h � � i so8n 1 � 1 ■ 1 " the double top plates. New sections of top and bottom plates should be plate nailed to the rim joist with 16d(0.161"-diameter x 3.5"-long)nails at SCRLE:NONE SCALE:NONE 4"(minimum,or to match existing)on center. Site specific conditions should be reviewed by the structural engineer. � . �