|
G��I�R,�I. STfi�UGTU�,�L �lOT�S
<br /> (The fol{owing apply unless shown otherwise on the plans)
<br /> �rRll�l� �
<br /> I. AL.L MATERIALS WORKMRNSHIP, DE51GN, AND GONSTRUGTION SHALL GONFORM TO THE DR�hWiNGS, 15. FRAMING LUMBER: SH�LL BE K(LN DR(ED OR MG-Iq (M015TURE GONTENT �E55 THAN I�%), AND GRADED �0. TIMBER GONNEGTORS GALLED OUT BY LETTERS A�ND NUMBERS SF�ALL BE "ST120�1G-TIE" BY 51M1'S0N '
<br /> SPEGIFIGaTIONS, THE 2015 EDITION OF THE {NTERNATIONAL BUILDING GODE (IBG). �4ND MARKED IN GON�ORMA�NGE WITH W.G.L.I.B. 5T,4ND�4RD N0. 17 GRADING RULES �OR IN�ST GOP�ST LUMBER. GOMPANY, AS SPEGIFIED IN T�EIR GATALOG N0. G-G-201�. �QUI1(ALENT DEVIG�S BY OTH�R M,4NU�AGTUR�RS
<br /> �URN15H TO THE FOL�.OWING MINIMUM 5T,4NDARDS: MAY BE SU�STITUTEti, PROVIDED THEY HAVE I.G.G. OR IAPMO UES APPROVAL FOR EQU�L OR GR�ATER
<br /> 2. DE51GN LOADING GRITERIA LOAD GAPAGITI�S. GONNEGTORS SHALL �� SIZ�D TO MATGH TH� 51Z� 0� THE �R�4MING M�MB�RS BEING
<br /> JOf5T5: (2X, 3X, AND 4X MEMBERS). . . . . . . . . . . . . . . . . . . . . DOUGLA�S �IR OR HEM-�IR N0. 2 GONNEGTED. PROVIDE NUMBER AND 51ZE OF FASTENERS A5 SPEGIFIED BY MANUFAGTURER. GONNEGTORS �
<br /> ROOF SNOW LOAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF SHALL BE INSTRLLED IN AGGORDANGE WITH THE MANU�AGTURER'S REGOMMENDA�TIONS. WHERE GONNEGTOR
<br /> FLOOR LIVE LOAD (R�SfDENTI�L). . . . . . . . . . . . . . . . . . . . 40 P5�
<br /> BEAMS A�ND STRINGERS: (I�IGLUDING 6 X AND LARG�R MEMBERS) . . . DOUGLRS �IR NO. I STR�PS GONN�GT TWO M�MB�RS, PLA�GE ONE-HAL� OF THE NA{L5 OR BOLT5 IN EAGH M�MBER. A�.L BOLTS F-
<br /> �LOOR LIVE LOAD (RE5IDENTI,4L EXTERIOR . . . . . . . . . . . . . . 60 P5� IN WDOD MEMBERS SHALL GON�ORM TO ASTM fi307. PROYID� W,45HER5 UNDER THE HEA�DS A�ND NUTS OF �
<br /> DEGKS AND BRLGONIES) P05T5 A�ND TIMBERS: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DOUGLt�S FIR NO. I AL.L BOLTS AND LAG �GI�EWS BEARING ON WOOD. UNLE55 NOT�D OTHERWISE, �LL NA�ILS SHALL BE GOMMON. �
<br /> ALL 5�tlM5 SHP�LL BE SEASONED AND DRIED AND THE S�ME GR�4DE (MINIMUM� �5 MEMBERS GONNEGTED.
<br /> WIND. . . . . . . . . . ANALY5IS PROGEDURE: ASGE 7-10 GHAPTER 2� "P�tRT ii - ENGL05ED SIMPLE DIAPHRAGM" STUDS PLATES � M15GELLANEOUS LIGHT FRAMING: . . . . . . . . . . . DDUGLAS �IR OR HEM-FiR N0. 2 ALL BOLTS TfGHTENED TO SNUG TIGHT.
<br /> . . . . . . . . . . . . . RISK GATEGORY II
<br /> . . . . . . . . . . . . !10 MPH I6. PRE�ABRIGATED GONNEGTOR PLRTE WDOD R00� TRU55ES SHALL B� DE5IGNED BY THE 21. WOOD �ASTEN�RS: �j �
<br /> . . . . . . . . . . . . �XP05URE "B" MANUFAGTURER IN AGGORDaNGE WITH IBG S�GTION 2303.4 AND A�N51/TPI I-2014 "NATIONAL DE51GN Q ;�
<br /> � STANDARD �OR MET�L PLATE GONNEGTED WDOD TRU55 GONSTRUGTION" �OR TH� 5PAN5 AND GONDITIONS A. NAIL 51ZE5 SP�GI�I�D ON DRaWINGS ARE BASED ON THE FOLLOWING SPEGI�IGATIONS:
<br /> . . . . . . . . . . . . . TOPOGRAPHIG FAGTOR Kzt = I.0
<br /> SHOWN ON THE PLANS. TRU5SE5 51�t��L BE HANDL�D, INSTAI.�ED, AND BRAG�D PER "HIB ql" PER THE TRUSS
<br /> EARTHQUAKE. . . . . ANALY515 i'ROGEDURE: IBG "EQUIYALENT LATERAL FORGE PROGEDURE" PLATE INSTITUT�. LOADING 51�ALL B� A5 �OLLOWS: DR�tWING ID NAIL NAh1� NAIL DIAMETER NAIL LENGTi� � °
<br /> . . : . . . . . . . . . . 5E15MIG DE51GN GATEGORY (SDG) = D "6d" bd Gommon 0.113" 2" ° �
<br /> . . . . . . . . . . . . RISK GATEGORY = II TOP GHORD LIV� LOAD 25 PS� "Sd Box" Sd Box 0.113" 2-I/2" � �� g��
<br /> . . . . . . . . . . . . SEISMIG SITE GLt�SS = D TOP GHORD DEAD I�ORD ID P5� "8d" Sd Gommon 0.131" 2_I/2"
<br /> . . . . . . . . . . . . . IMPORTA�NG� FaGTOR le = I.0 BOTTOM GHORD LIY� LOA�D 10 P5F (NOT INGLUDED IN TOTA�L) "IOd-�" IOd �ramer 0.131" 3" � �� � �
<br /> . . . . . . . . . . . . MAPPED MGE Ss = 1.4Q; 51 = 0.4Q BOTTOM GHORD D�AD LO�D 5 P5� "IOd" IOd 5hear 0.148" 2-U4" '�� °�°�Z��� �.�'
<br /> � TOT,4L LOAD 40 PSF � �� ��
<br /> . . . . . . . . . . . . . DESiGN A�GGELERATION Sds = O.�q; Shc = 0.�4a "I bd" I bd Sinker 0.148" 3-I/4" ��'� ��'
<br /> �4�'�L `�
<br /> . . . . . . . . . . . . . SEISMIG R�SISTING 5Y5TEM: WOOD P�4NEL B�ARING SF+E�rR WALL, R = 6.5
<br /> NET WIND UPLIFT (TOP GHORD� 10 P5F IF GONTRAGTOR PROPOSES THE U5E 0� Al�TERNRTE NRI�S, THEY SH�LL SUBMIT NAIL SPEGIFIG�tTIONS
<br /> 5�E PL,4NS �OR ADDITIONAL LOADING GRIT�RIA. TO TH� 5TRUGTURA�L ENGINEER (PRIOR TO GONSTRUGTION) �OR R�VIEW AND APPROVAL. �
<br /> THE LOADS ABOVE SHALL BE INGR�ASED TO THE �OLLOWING IF THE TRU55E5 MEET THE DESGRIPTION OF AN �
<br /> 3. STRUGTURAL 1?RA�WlNGS SHALL B� USED IN GONJUNGTION W{TH ARGFfIT�GTURAsL 1�RAWINGS �OR "UNINH�BITA�L� ATTIG WITH LIMITED STORAG�" A5 D�FINED !N �OOTNOT� J OF IBG TABL� 1607.1: B. NA�ILS - SHEATHING FASTENERS TO �R�MING SHaLL BE DRI�EN �LUSH TO FAG� 0� �, �
<br /> BIDDING AND GONSTRUGTION. CANTRf�GTOR SFtALL V�RI�Y DIMENSIONS A�ND GCJNDITIONS FOi� SHEATHING WITH NO GOUNTERSINKING PERMITTED. � o a a�
<br /> GOMPaTI�ILITY ?�ND SHALL NOTf�Y ARGHITEGT OF ANY D15GR�PANGIES PRIOR T4 GONSTRUGTION. BOTTOM GHORD LIY� LOAD 20 P5� - INGLUDE IN T�TAL � � r> �
<br /> BOTTOM GHOi�D DEAD LOAD 10 P5� G. HOT DIPPED G�4LY�NIZED NAILS BOLTS AND M�TAL pLAT�S - ALL NAILS, BOLTS `� °' � `
<br /> 4. GONTRAGTOR SHALL V�RI�Y A�LL EXISTING DIM�N510N5, M�MB�R 51ZE5, �ND GC�NDITlONS PR(OR TO '''� N � �
<br /> GOMMENGING ANY WORK. ALL DIM�NSIONS OF EXISTING GONSTRUGTION SHOWN dN TH� DRAWINGS ARE SNOW LOAD DUE TO DRIFTING AND UNBALaNGED LOADS SHA�.� BE INGL.UDED PER TH� IBG. UTILfZE f� MINIMUM ��D METAL PLAT�S IN GONTAGT WITH PRE55URE TREATED (INGLUDiNG �IRE-RETARD,�NT o � � �
<br /> TREATED) LUMBER SF�ALL BE HOT DIPPED GALYANIZ�D. v � � N
<br /> INTENDED ,4S GUIDELIN�S ONLY AND MUST BE V�RI�IED. GREEP �AGTOR 0� 2.0 �OR DEAD P�ND 5U5Tt�INED LIYE LOADS IN DETERMINING THE TRU55 DE�L�GTIDNS. N �' � �
<br /> MAXlMUM TOTAL DE�LEGTION 5H�4LL B� �.E55 THAN OR EQUAL TO L/240 OF THE TOTAL SPAN AND MAXIMUM 22. WDOD �RAMING NOT�S: TH� �O LLOW I NG APP L Y U N L E 5 5 OT H E R W I S� S H O W N O N T H E P L A N S: N w � �
<br /> 5. GONTRAGTOR SHALL PROVIDE TEMPOR�hRY BRA�GING �OR THE STRUGTUR� AND STRUGTURAL LIVE L0,4D DE�LEGTION SHA�LL BE LESS TFfA�N OR EQU�tL TO L/3b0 OF THE TDTpL SPAN. PROVIDE RDEQUt�TE
<br /> GOMPONENTS UNTI�. P�LL FINAL GONN�GTIONS HAVE B�EN GOMPLETED (N AGGO�'.DANGE WITH THE P1.AN5. PLIES AND/OR METAL BRt�GK�TS TO A�D�QUl�TELY D15TRIBUT`� THE B�ARING PRE55UR� AT TH� ENDS 0� TH� A�. A�LL WOOD �RAMiNG D�TAILS NOT SHOWN OTHERWISE SHA�LL B� GONSTRUGT�D TO THE MINIMUM
<br /> GIRDER TRU55E5 TO THE TOP PLF�TES OF THE BEaRING Wf�LLS SUGFf THAT THE B�ARING PRESSURE DOES NOT STANDARDS OF THE IBG. MINIMUM NAILING, UN�ESS OTHERWISE NOTED, SHALL GONFORM TO IBG TABLE
<br /> 6. GONTRAGTOR SHALL BE R�SPONSIBLE �OR AL� SAFETY PREGAUTIONS AND TH� METHODS, EXGE�D 405 P51. PROVID� ADDITIONA�L TRU55�5 (�5 R�QUIRED) TO GARRY A�LL GONGENTRATED LOADS A�ND 2304.�.1. GOORDINATE TH� SIZE t�ND LOGRTION O� ALL OPENINGS WITH M�GHANfGaL AND ARGHITEGTURAL � ,,, ' �
<br /> � �� ;
<br /> TEGHNIQUES, SEQU�NGES OR PROG�DUR�S REQUIR�D TO PERFORM TFi�1R WORKn TI�E STRUGTURAL ENGINEER M�GHF�NIG�L UNITS. DRAWINGS. PR01(ID� WASHERS UNDER Ti�E HEl�DS AND NUTS 0� AL� BOLTS AND �AG BOLTS BEARING ON ��,'s �% •_� ��,z
<br /> HA5 NO OV�RALL SUPERVI50RY �UTHORITY OR AGTUAL AND/OR DIi��GT i�ESPC�N5IBILITY FOR THE SPEGI�IG WOOD. TIGHT�N BOLTS A�ND LAG SGR�WS SNUGLY aGAINST WDOD �RAMING A��TER WOOD HP�S REAGHED �� �
<br /> WORKING GONDITIONS RT TH� 51TE �ND/OR FOR ANY HF�ZARDS RESULTING �ROM THE AGTIONS OF �NY WOOD TRU55E5 SHALL UTILIZE I.G.G. OR (APMO U�5 APPROYED GONNEGTOR PLATES. SUBMIT SHOP SPEGIFIED MOISTURE GONTENT. � -y :,,. ,_�.�,�
<br /> � �
<br /> TRAD� GONTRAGTOR. THE STRUGIURAL �NGIN�ER HA5 NO DUTY TO INSPEGT, SUpERYlS�, NOTE, GORREGT, OR DRAWINGS �,ND DE51GN GA�.GULATIONS TO THE ,4RGHITEGT AND STRUG1UiZ�L �NGIN�ER �OR REVI�W PRIOR B. WRLL FRAMING: A�LL BEARING AND SH�AR WAl..LS SHOWN AND NOT OTHERWISE NOTED SHAL.L BE 2 x ' � ����� � "'��� ��
<br /> R�PORT ANY HEA�.TH OR SAFETY DEFIGIENGIES 0� THE OWNER, GONTRAGTORS, OR OTHER ENTIT►E5 OR TO �ABRIGA�TION. SUBMITT�D DOGUMENTS SHALL B�t�R THE STAMP AND 51GNATURE 0� A REGlSTERED
<br /> ������ � ���
<br /> 4 5TUD5 � 16" O.G. AT INTERlOR WALLS AND 2 x 6 � I6" O.G. AT EXTERIOR WALLS. TWO S�JDS MINIMUM L����� t� '� �7�y tj
<br /> PERSONS AT TH� PROJ�GT SITE. PROFESSIONA�. ENGINEER, STATE 0� WpeSHINGTON. PRO�IDE FOR SHAPES, BEARING POI�lTS, INTERSEGTIONS, � � �� il� -�
<br /> HIPS, YALLEYS, ETG., SNOWN ON THE DRAWINGS. �XAGT GOMP051TION 0� SPEGIA�L HIP, Vt�LL�Y, A�ND SHALL BE PROYIDED f�T THE END 0� �LL B�ARING AND SHEAR 1NALL5 AND AT �AGH 51DE OF ALL �,� y ¢r�
<br /> �. GONTRAGTOR-INITIAT�D GHANG�S SHaLL BE SUBMITTED IN WRITING TO TH� ARt:HIT�GT AND INTEi�SEGTION A�REAS (USE OF GIRDER TRU55E5, .IAGK TRU55E5, STEP DOWN TRU55E5, ETG.) SHA�.L BE OPENINGS. 50LID BLOGKING �OR WOOD GOLUMNS SHALL BE PROVIDED THROUGH fL00R5 TO SUPPORTS .
<br /> STRUGTURAI. ENGINE�R FOR ,4PPROYf�1. PRIDR TO FABRIGATION OR GONSTRUG710N. GHANGES SHOWN ON B��-�w• ��K � ��?
<br /> DET�RMIN�D BY THE MANU�AGTUR�R UNLESS SPEGI�IGALLY INDIGATED ON TFtE PL,4N5. PROVIDE ALL TRUSS { r� �
<br /> SHOP DRA�WINGS ONLY WILL NOT SATISFY THIS REGiUIR�MENT. TO TRU55 aNfl TRUSS TO GIRDER TRU55 GOf�NEGT10�1 DET,41L5 AND R�QUIRED GONNEGTION MATERIaLS.
<br /> PR4VIDE �OR ALL T�MPOR�RY AND PERMAN�NT TRU55 BRAGING AND BRIDGING. A�LL BE�RING STUD WA�LLS SHALL HAVE THEIR LOW�R WOOD PLAT�S ATT�GH�D TO WOOD FRA�MING BELOW
<br /> 8, DRAWINGS INDIGATE GEN�R,4l. AND TYPIGAL D�T,hILS 0� GONSTRUGTION. WHER� GONDITIONS ARE WITH Ibd NAILS �T 8" O.G. STf�GGERED OR BOLTED TO GONGRET� WITH 5/8" DI�METER ANGHOR BOLTS WITH
<br /> NOT SPEGIFIGALLY I�IDIGA�TED BUT ARE OF SfMILRR GFiARAGTER TO DETAILS SHOWN, SIMILAR DETAILS 0� I�t. TRUSS SUPPLI�RS NOTE: THE TRUSS GONFIGURATIONS, INGLUDING DEPTHS AND M�MBER 51Z�5 SHOWN 3"x3"xl/4" PL/�TE WA�5HER5 � 4'-0" O.G., UNLE55 INDIGt�TED OTHERWISE. INDIYIDUAL MEMBERS OF BUILT UP
<br /> GONSTRUGTION Si�ALL BE USED, 5UB.1�GT TO REVfEW AND APPROVAL BY THE �RGHITEGT AND TH� ON THE DR,�JNINGS, INDIGATE THE D�SIRED TRU55 GONFIGUR�TION AND A�RE TO BE GOMP�IED WITH P05TS SHA�LL BE NAILED TO �AGH OTHER WITH IOd-� NA�1LS � 8" O.G. STAGG�R�D. RE�ER TO THE PLt�Ns
<br /> STRUGTUR�L. ENGINEER. WHERE INFORMATIDN ON THE DRP�WINGS IS IN GONFL.IGT WITH THE SpEGiFIGATI0N5, WI-}�R�YER P0551BLE. I� A� TRU55 M�,NU�aGTURER 15 UN�tBLE TO I�ET THE LOAD REQUIR�MENTS SP�GIFI�D AND SHERR WALL SGHEDU�� �OR REQUIRED SH��TFiING A�ND NAII.ING. WHEN NOT OTHERWIS� NOTED, '
<br /> THE MOR� STRINGENT SH�LL APPLY, SUBJEGT TO REVI�W AND APPROV�I. BY T�fE ARGHIT�GT �tND TN� WITH TH� TRU55 GONFIGUR�TIO�! INDIGATED, THE MANUFAGTUI�R 15 TO SUBMIT WRITTEi� NOTIGE TO THAT PROVID� GYPSUM WALLBOARD ON INT�RIOR SURFAGES AND GYPSUM 51-4�ATHING ON EXTERIOR SUR�A�GES
<br /> STRUGTURAL ENGINEER. DO NOT SG1�k.E THE DR?�WINGS. E�FEGT TO THE f�RGHITEGT PRIOR TO 5UBMITTING A G05T PROP05AL OR BID. ATTAGHED TO ALL 5TUD5, TOP AND BOTTOM PLAT�S �ND BLOGKING WITH SGREWS AT 8" O.G. U5� I-I/4 " W
<br /> #6 SGREWS �OR !/2° GWB AND 5/8" GWB WHER� OGGURS. U5� I-I/4" W #6 GALV,4NIZED SGREWS FOR 112"
<br /> Q. �LL STRUGTURaL 5Y5TEM5 WHIGH ,4RE GOMP05ED OF FIELD EREGTED GOMPO�iENTS 5Fi�hLL BE I� �4 DIF�ERENT 5Y5TEM 15 PROP05ED TNAT REQUIRES REVI510N5 TO PR�5ENT 5TRUGTURAL �RAMING OR GWB AND 5/8" EXTERIOR GYPSUM SFfEATHING, WHERE OGGURS. VERI�Y THE FIi�E R55EMBk.Y REQUIREMENTS
<br /> SIJP�RVIS�D BY TH� SUPPLIER DURING M,4NU�AGTURING, D�LIVERY, H�4NDLING, STORAG� AND �REGTION IN D�T,hILS, SUGN 5Y5TEM SH,4L� BE GON5IDERED SUBJEGT TO T�fE �PPROVAL OF THE OWNER, ,4RGHITEGT, P�ND WHERE APPLIGABL� WITI� TH� ARGHIT�GT. Q U A N T U M
<br /> ,4GGORDANGE WITH INSTRUGTIONS PREP�RED BY THE SUPP�.IER. STRUGTURAL ENGINE�R. C 0 N S U L T 1 N 6 E N G 1 N E E R 5
<br /> G. �LOOR AND ROOF �RAMING: PRO�IIDE DDUBL� J015T5 UNDER ALL PAR,4LL�L PARTITION5 THA�T 1511 THIRD AVENUE
<br /> 10. SPEGIAL INSPEGTION: �PDXY GROUT�D INSTALLA�TIONS Sh+AI.L BE SUPERYISED fN AGGORDANGE WITH IT 15 TH� RE5PON51BILITY O� THE G�NERA� GONTRaGTOR AND TRU55 M�4Nll�AGTURER TQ Y�RI�Y THE W�IGHT EXTEND OVER MORE THAN H�LF THE .1015T LENGTH AND ARDUND ,4�L OPENINGS IN F�.00RS OR ROOFS SUITE323
<br /> IBG SEGTIDNS 1704 � 1�05 AND TH� PROJEGT SPEGI�IGATIONS BY A� QUAL{�I�D T�STING AGENGY AND LOGA�TIONS 0� AL.L MEGH�NIGAL. EQUIPMENT PRIOR TO SllBMITTING SHOP DRAWINGS. 1? SHA1.L BE UNL�SS OTHERWIS� NOTED. PROVIDE 50�ID BLOGKING AT �L..L B�ARING POINTS. NA�IL ,4LL MULTI J015T SEATfLE,wA9s1o1
<br /> DESIGNATED BY THE OWNER. THE TESTING AGENGY SHALL SEND GOPIES OF AL1. STRUGTIJRAL TESTING �4ND NOTED IN 7HE TRUSS M,4NUF,4GTIJR�R'S BID WH�THER OR NOT AN RL�OWANGE HAS BEEK MADE �OR B�AMS TOG�TH�R WITH IOd-� NAILS � 8" O.G. STAGG�RED UNLE55 OTHERWIS� NOTED. TEl 206.957.3soo
<br /> IN5P�GTION i�EPORTS DIREGTLY TO TH� OWN�R, ARGH{T�GT, STRUGTURt�L E�lGIf��ER, GONTRaGTOR ANP M�GHANIGAL UNITS. FAx 206.�57.�1
<br /> vuww.quantumce.com
<br /> BUILDING OFFIGIAL. f�NY MATERIA�LS WHIGH FAIL TO M�ET PRO.IEGT SPEGI�IGATfONS SH�LL BE BROUGHT TO D. POSITIYE GONNEGTIONS: PROYIDE TH� �OLLOWING 51MP50N GOPtNEGTORS AT TYPIGAL �Rf�MING q(� p(tp,�,�;�g�97.010RAWN BY:11H P.M./P.E.: JNR/GAE
<br /> THE ATTENTION OF THE ARGFIIT�GT. TRU55 SHOP DI�WINGS WILL NOT BE REVI�WED WITHOUT Gt�L.GULATiONS BE,4RING THE STAMP AND SIGN�TURE UNLESS OTHERWISE NOTED ON PLAN OR DETA(l.. PROVID� GGQ/EGGQ GAPS AND PB5 BA�5E5 AT P05TS.
<br /> 0� A R�G15T�RED PROF�5510N�L.. �NGINE�R, ST�T� 0� WASHINGTON. PRDYIDE BG BASE WHERE P05T BEARS ON WOOD �RAMlNG B�LOW. PROVID� LU5 SERIES H�4NGER5 FOR 2X
<br /> R�+IDYATION F�.00R AND ROOF .IOISTS. GONNEGTORS SHA��. BE 5lZED TO MP�TGH THE SIZE OF TH� FRAMING MEMBERS
<br /> I8. WOOD SH�ATHING SH�LL BE �rP,4 RAT�D, �XTERIDR GLU�; �XP05URE I, IN GON�ORMtkNGE WITH TH� BEING GONN�GTED.
<br /> II. DEMOLITlON: VERI�Y A�LL EXISTING GONDITIONS BEFORE GOMMENGING ANY DEMOLITION. SHo�ING R�QUfREM�NTS �OR THEIR TYPE IN DOG PS-I aR PS-2. 5E� PLANS �oR �ICKNE55 PAN�L ID�NTI�fcA�rloN �
<br /> SHf�LL BE INSTALLED TO SUPPORT �XISTING GONSTRUGTION A5 1ZEQUIRED lhND IN A MANNER SUITP�BLE TD IND�X AND t�f�ILING R�QUIREMENTS. f r,����. s,�r,e'�L Ox3J��/� �' d����l' c�"�°�'�4�� `�� ��� �ri��-!,�',�.dt��o fn����'� Z
<br /> THE WORK S�QU�NG�S. EXISTING REINFORGING SH�LL BE SAVED WH�RE �ND R� NOT�D ON THE PLANS. � ��4 r��y, �: r -�'�E� 5.
<br /> SAW GUTTING IF AND WHERE USED SHALL NOT GUT EXISTING REINFORGING THAT' 15 TO BE SAYED. NG SHA�L BE LAID UP WITH �AG� GRAIN Ta ne.�r.a�A/ s�"�" ?"gc ��� W
<br /> DEMOLITION D�BRIS SHA�LL NOT BE ALLOINED TO D�MA�GE OR DYERI..OA�D TI�E �XISTING STRUGTURE. LIMIT UNLESS OTHERWISE NOTED ON THE PLANS, R00� AND �LOOR SH�ATHI L �
<br /> PERPENDIGU�.�R TO SUPPORTS. AL� �LDOR SHEATHING �DGES SHA�� HAVE APPROVED TONGUE A�ND �
<br /> GONSTRUGTION �OADING (INGLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PS�. GROOVE .lOINTS OR SHAL.L BE SUPPORTED WITH 50LID BLOGKING. ALLOW I/S" SPAGING AT ALL P,4NEL �/
<br /> EDG�S /�ND �NDS OF �LODR ,�ND ROOF SHEATHING. TOENAIL BLOGKING TO SUPPORTS WITH (2) IOd-� N�ILS Q
<br /> ����E AT EAGH END, UNLESS OTHERWISE NOl'ED. AT BLOGKED FLOOR AND ROOF DIAPHRAGMS PROVIDE FLAT 2X
<br /> BLOGKING AT P�I.L UN�RAM�D P�NEL �DG�S AND NAIL WITt� �DG� NAILING SPAGED PER PL�4N5. WH�RE �IOT a-
<br /> 12. EXPAN510N BOLTS INTO GONGRET� SHRLL BE "STRONG-BOLT 2 WEDGE ANGHOR.", A5 MANUFAGTURED NOTED OTHERWISE, N�tIL P�NEL EDGES WITH Sd i�AILS � b" O.G. �DGES, 12" O.G. IN THE �IELD. o �
<br /> BY 51MP50N STRONG-TIE ANGHOR 5Y5TEMS. INST�LL IN STRIGT �tGGORD,4NGE 6^IITH I.G.G. REPORT �10. `~
<br /> �5R-303� INGLUDING STANDP�RD EMBEDMENT REGtUIREMENTS U.O.N. PROP05ED �UBSTITUTIONS SHALL BE �
<br /> I�. ALL WDOD EXP05ED TO WEATH�R, OR BEARING ON UNPROT�GTED GONGR�T� BELOW GRADE, OR � Q �
<br /> SUBMITTEU FOR REYIEW WITH I.G.G. OR 1,4PM0 UES REPORTS INDIGA�TING EG2UIY��LENT OR GRE�TER LOAD BE�RING ON UNPROTEGTED GONGR�TE �E55 THAN S" FROM EXP05ED EARTH SHA�LL BE PRESSURE T�ZEATED, =g
<br /> �
<br /> a GAPAGITIES. SPEGIA��. INSPEGTION 15 REQUIR�D �OR aLL EXPAN510N BOLT INSTALLATION. U.D.N. PRESSUR� TREATMENT SHALL B� WITH AN ,4PPROYED PRESERY�TIV� AND BRAND�D WITH � QUA�LITY m W � o W
<br /> c�ONTROL AGENGY MARK BY THE AMERIGA�N WOOD PRESERVERS BUREAU OR EQU�L. A�.1. MET�4L HARDWARE
<br /> � 13. SGREW ,4NGHOR5 INTO GONGRETE SHALL H� "TIT�N HD", A5 MANUFAGTURED BY 51MP50N STRONG-TIE , IN GONTP�GT WITH TREAT�D INOOD SHALL BE PROTEGTED WITH � G185 GALVANIZED GOA�TI�IG (ZMt�X) OR � LL o � z
<br /> \ ANGHOR SYSTEMS. INSTAL�. IN STRIGT AGGORD�NGE WITH I.G.G. REPORT N0. E5�-2713 INGLUDfNG STANDARD BETTER. P�LL NAILS IN TR�ATED WOOD SFtALL B� HOT-DIP GF�LVANIZED OR BETTER. PROVIDE 2 LaYERS 0� o z o� �
<br /> � �MB�DM�NT R�QUIR�MENTS U.O.N. PROP05ED 5UB5TIT(JTIONS SHaLL B� SU�MITTf=D FOR REVIEW WlTH I.G.G. 3 0# A S P H A�L T I M P R E G N A T E D B U I L D I N G P A P E R B E T W E E N N O N-P R E S S U R E-T R E A T E D L E D G E R S, B L.O G K I N G, E T G., � _ _ �
<br /> � OR IAPMO UES REPORTS INDIGATING EQUIVALENT OR GREATER LOAD GAPAGITIES. SPEGf,4L INSPEGTION IS
<br /> �
<br /> � AND GONGR�TE. "' �' W
<br /> r REQUIR�D FOR ALL SGREW ANGHOR INST�I.LATION.
<br /> r t— z
<br /> � r- N W
<br /> ~ LL C� � W � U
<br /> .� �
<br /> a �
<br /> � 14. �PDXY-GROUTED ITEMS (THREADED RODS OR R�1N�ORGfNG BA� INTO GONGRETE SHt4LL BE
<br /> INSTALL�D U51NG "5ET-XP" �DH�51VE ANGHOR ,45 MANU�AGTURED BY 51MP50N STRONG-TIE ANGHOR Drawing:
<br /> D 5Y5TEM5. INSTALL IN STRIGT RGGORDA�NGE WITH I.G.G. REPORT N0. E5R-2508, INGLUDING ST,�NDARD
<br /> � EMBEDMENT R�QUIR�MENTS U.O.N. PROP05ED 5UB5TiTUTI0N5 SHALL B� SUBMITT�D �OR R�YIEW WITf� I.G.G. ���� �� �����Y� S � � �
<br /> � OR If�PMO U�5 REPORTS INDIGATING EQUI�ALENT OR GREATER LOAD GAPAGITlES. SP�G1,41.. INSP�GTION OF ���,/I�1.�/�� ��� ����1� .
<br /> � INSTALLATION 15 REQUIR�D.
<br /> Job Number.
<br /> 18197.01
<br />
|