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Plans (7) BU P2015 - 00323 RECE General Structural Notes Nov i 6 2015 q (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS.) BUILD "' GF TIG z a is IAICRITERIA: w La a �D��jS?Q� �' z z w 1. THIS PROJECT IS A VOLUNTARY PARTIAL SEISMIC UPGRADE AND IS INTENDED TO IMPROVE THE SEISMIC PERFORMANCE OF THE STRUCTURE. 18. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG .::. ; ; o is y THE SCOPE IS LIMITED TO PROVIDING A POSITIVE ATTACHMENT OF THE POSTS SUPPORTING THE GROUND LEVEL FLOOR TD THE FOUNDATION SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. �,; .. Q .... �:.; ; ;: �. >, ;r. "` SYSTEM. THE PROJECT IS A VOLUNTARY PARTIAL SEISMIC UPGRADE AND IS WITHIN CURRENT PRACTICE FOR STRENGTHENING OF EXISTING "HU" ' �� 'w � �' ALL TIMBER JOISTS AND MULTIPLE JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH HU SERIES JOIST HANGERS, UNLESS m�>� ;��:•• ...; « .' .% ' r � ' .<��:,� � �x ,. �' ""< N i rnru BUILDINGS OF THIS AGE AND TYPE. ALL ASPECTS OF THE BUILDING ARE NOT INTENDED TO COMPLY WITH CURRENT CODE REQUIREMENTS. OTHERWISE NOTED. H N , ~<; ; : o n0 THE EARTHQUAKE PERFORMANCE OBJECTIVE OF THE DESIGN IS SUBSTANTIAL LIFE-SAFETY IN ACCORDANCE WITH ASCE31-03 "SEISMIC ' : c '` ka y a+EVALUATION OF EXISTING BUILDINGS' AND ASCE41-13, TIER 1 "SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS". y. : , 7. .', w n 19. ALL TIMBER CONNECTORS IN CONTACT WITH PRESSURE-TREATED WOOD THAT USES PRESERVATIVE CHEMICALS OTHER THAN DOT SODIUM Fit,u i{ � ,� •�7 F� y.w x 3 FF ! 2. DESIGN LOADING CRITERIA: BORATE (SBX) WITHOUT NaSIO2 SHALL BE MANUFACTURED FROM ZMAX STEEL BY SIMPSON (G185 STEEL PER ASTM A653), OR TYPE 304smilow ;, ti.. . •, �, 0y,/'>0 _ro. a ,r�m OR 316 STAINLESS STEEL. ALTERNATIVELY, CONNECTORS CAN BE POST HOT DIP GALVANIZED PER ASTM A123 OR MECHANICALLY 7 Ffi f ' ice" O yGALVANIZED PER ASTM B695, CLASS 55 OR GREATER. STAINLESS STEEL FASTENERS SHALL BE USED WITH STAINLESS STEEL CONNECTORS, . ,, '. ;m; r aOCCUPANCY CATEGORY (IBC TABLE 1604.5) 11 Z. ,,, ,, 4, , :. ..x..,AND HOT DIP GALVANIZED FASTENERS PER ASTM A153 SHALL BE USED WITH GALVANIZED CONNECTORS.ROOF LIVE LOAD 25 PSF (IS = 1.0) r � d 4 mk *:EARTHQUAKE ASCE31, SDS = 0.715 E_. NsASCE41, BSE-1E: SXS = 0.457 20. ALL WOOD DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBC. MINIMUM NAIUNG SHALL CONFORM TO IBC TABLE " `�ASCE41, BSE-2E: SXS = 0.872 a <2304.9.1 OR CURRENT ICC-ES REPORT NER-272. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH OWNER REPRESENTATIVE � � �,, # MSITE CLASS = D, IE = 1.0 AND STRUCTURAL ENGINEER. INSTALL WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.SEISMIC DESIGN CATEGORY D (IBC) INSTALLATION OF LAG SCREWS SHALL CONFORM TO 2005 NDS SECTION 11.1,3 AND INSTALLATION OF BOLTS SHALL CONFORM TO NDS } CSECTION 11.1.2. I P CC f0 - �' It ,, �, ; Wa� titz � 3. ALL NEW MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL ;��� .� f��� t � - BUILDING CODE (IBC), 2012 EDITION. 21. ALL NAILS SPECIFIED ON THE DRAWINGS WERE DESIGNED TO BE COMMON NAILS. MINIMUM NAIL DIAMETER AND LENGTH SHALL BE AS y1 ' -. ( ' .�, , :, ; �.4$ `.,'.. a ' `',F " 1/, FOLLOWS: .. [ cr 'Y° 9r,fff, , i?,, }k .. :fir; � �.,_� 10d 0.148" X 3" ,: .�,� .,. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, QUANTITIES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. y s 4� ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE 16d 0.162" X 3-1/2" , EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED p ` `t •`. ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE "` EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUAUTY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK. :; EXPIRES 6/30/16 s, �; N SPECIAL INSPECTION REQUIRED 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS State of Oregon Structural Specialty Code " ' `. u HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS. ' ❑ Con rete and Reinforcing Steel m 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES . Soits Installed in Concrete `¢' O REQUIRED FOR COMPLETION OF THE WORK. ` �r- Q El Special t1=.orrtient-13e^�ssting Concrete Frame !� x 4�� „� � 7. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER REPRESENTATIVE AND STRUCTURAL ENGINEER FOR 0 Reinforcing Steel&Prestressing Steel Tendons �. T ,` ` 0 W APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. ❑ Structural WelcFrtg % M CT) 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF ED High-Strenght Belting �F - : ° O SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ❑ Structural Masonry ``" ' C n OWNER REPRESENTATIVE AND THE STRUCTURAL ENGINEER. U El Reinforced Gypsum Concrete T E I-- o El Insulating Concrete Fill REF: GOOGLE EARTH (2015) U7 SPECIAL INSPECTIONS: El Spray Applied Fire-Resistive Materials (n Q 0 W o El Pilings, Drilled Piers and Caissons 9. STATEMENT OF SPECIAL INSPECTIONS STRUCTURAL ITEMS (SEISMIC DESIGN CATEGORY D) PER IBC SECTION 1704.3.2: > _ DEFINITIONS: 0 Shotcrete s._ } - THE SEISMIC LATERAL FORCE-RESISTING SYSTEMS FOR THIS STRUCTURE CONSISTS PRIMARILY OF THE EXISTING WOOD FRAMED ROOF6 = Filling - W -+-, U ❑ Special C-adin , :Excavation and Fi.Ii - DIAPHRAGMS WHICH TRANSMIT LOADS TO PERIMETER PLYWOOD AND INTERIOR GYPSUM BOARD SHEAR WALLS. 1~ D _ LL ElSmake-C�ntrof Systems SITE PLAN � N � - - 10. THE OWNER WILL EMPLOY AN APPROVED SPECIAL INSPECTION AGENCY THAT WILL PROVIDE THE SPECIAL INSPECTIONS PRESCRIBED BY THE O U ❑ Othsr Inspectic,ls BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. THE SPECIAL INSPECTION AGENCY SHALL BE APPROVED IN ACCORDANCE WITH N.T.S. MY W Q SECTION 1703 OF THE BUILDING CODE BY THE CITY OF TIGARD. '�" O a_ Ix STRUCTURAL ITEMS SPECIAL INSPECTION FREQUENCY IBC REFERENCE P.. FASTENERS. BOLTS. STRAPS PERIODIC FOR CONNECTIONS OF ALL 1705.11 - HOLDOWNS. ETC. MEMBERS OF THE SEISMIC AND WIND ., RESISTING SYSTEM INCLUDING DIAPHRAGMS, (./) W SHEAR WALLS, STRUTS, & HOLDOWNS . jai. "''•' - PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME INTERVALS NECESSARY TO CONFIRM THAT THE WORK ""` `+ Z REQUIRING SPECIAL INSPECTION IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. rnV 4ks ` � :. x « _ , CITY OF TIG t F- ",;;; '� ' ;^ '_'`•' REVIEWED FOR CODE COMPNCE STRUCTURAL OBSERVATION PER IBC SECTION 1704.5 WILL BE PERFORMED BY THE STRUCTURAL ENGINEER-OF-RECORD DURING x: %;>A CONSTRUCTION AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION • a " :.. . Approved: [ Imo' C� � a��1 1�- S.)CONSISTS OF VISUAL OBSERVATION FOR GENERAL CONFORMANCE TO THE CONSTRUCTION DOCUMENTS AND DOES NOT INCLUDE OR ,, �::ws '`'` '`OTC. ] WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY SECTIONS 108, 1704, OR OTHER SECTIONS OF THE IBC. V g � ;� r � � � Advicess: il---H (n ANCHORAGE: : ::, •••• : :� ,.,. li::::; ,.., y ' Suite#. w 12 Y ` 11111( ,,� i - irks 9.;k ' : Sl �� fi3. fi. •/� -���� Dat�� \\ �� 11. TITEN HD CONCRETE ANCHOR SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH z 6:.,,e 4. ICC-ES REPORT ESR-2713 AND MANUFACTURERS SPECIFICATIONS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR y y 1 � ,f ( F" LL_I REVIEW WITH ICC-ES REPORT INDICATING EQUIVALENT OR GREATER LOAD CAPACU1ES. y :::':" W LLJ y :s. 12. EPDXY-GROUTED RODS OR REBAR TO CONCRETE SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH "SET-XP EPDXY ADHESIVE ` 3 : :` h, COPYW W 1= ` i3 " ,,,, �, / � 3 ::: OFFICE ANCHORS AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. INSTALL IN STRICT ACCORDANCE WITH ICC-ES EVALUATION REPORT cd, CD En NO. ESR-2508 INCLUDING MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR 3 ;t, <>` >. '` , REVIEW WITH ICC-ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES. SPECIAL INSPECTION OF EPDXY-GROUTED ANCHOR n M ,, „: : ;s; INSTALLATION IS REQUIRED. EPDXY GROUTED RODS OR REBAR SHALL NOT BE USED AS SUBSTITUTES FOR CAST-IN-PLACE ANCHOR BOLTS A am' + ,a,. .. ° OR REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. NOTIFY ENGINEER IF BOLT LOCATIONS CONFLICT "w 5 u.arw. PROJECT NO. WITH REINFORCING STEEL - DO NOT CUT REINFORCING OR REDUCE EMBEDMENT DEPTHS WITHOUT PRIOR APPROVAL INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT NO. 2508 OR 2322 WHERE A TORQUE TEST IS REQUIRED. REF: GOOGLE MAPS 15-0239-02 PERMIT SET 13. UNLESS OTHERWISE NOTED, PROVIDE THE FOLLOWING EMBEDMENT DEPTHS FOR ANCHORS AT CONCRETE: VICINITY MAP „ 1/2" DIAMETER ROD 4-1/2" 2 N.T.S. © REVISIONS : 5/8" DIAMETER ROD 4-1/2" 3/4" DIAMETER ROD 6" 7/8" DIAMETER ROD 6" RENOVATION & REPAIR: 2x FLOORING (E) BEAM PROPERTY ADDRESS: PROJECT SCOPE: 14145 SW 105TH AVENUE THE SCOPE OF WORK IN THESE DOCUMENTS SHALL BE CONSIDERED A 14. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED PARTIAL VOLUNTARY SEISMIC UPGRADE WHICH IS INTENDED TO IMPROVE TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DRILLING, WHERE USED, TIGARD, OREGON 97224 u? I I ITHE SEISMIC PERFORMANCE OF THE STRUCTURE. THE SCOPE IS LIMITED H SHALL NOT CUT EXISTING REINFORCING. DEMOUTION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. TO PROVIDING POSITIVE ATTACHMENT OF THE POSTS SUPPORTING THE Q LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF AND 20 PSF AT ROOFS. GROUND LEVEL FLOOR TO THE FOUNDATION SYSTEM. THIS UPGRADE IS 15. CONTRACTOR SHALL CHECK FOR DRY ROT, SPLITTING, CHECKING, HANGER DETERIORATION AND EXISTING DAMAGE AT ALL EXISTING WOOD NOT INTENDED TO, NOR DOES IT BRING THE ENTIRE BUILDINGS' <<KK. ' << FRAMING MEMBERS IN AREA OF WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER. 12:\ STRUCTURAL SYSTEMS INTO COMPLIANCE WITH THE CURRENT CODE. (E) POST DRAWN BY : BUILDING OWNER: ELT WOOD: LPT4 w/(2) SD9X14" SCREWS DAKAVIA MANAGEMENT CORP. DATE TO POST, TOP & BOTTOM 16. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING 4 SCREWS TOTAL CONTACT: RICK HAATVEDT (503) 689-1808 9/25/15 RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: ( ) COMPUTER FILE : A34 W/(2) SD9X1i" (E) FTG STRUCTURAL ENGINEER SHEET INDEX: JOISTS: (2x MEMBERS) HEM-FIR NO. 1 SCALE ti SCREWS TO POST / CASCADE CREST CONSULTING ENGINEERS MINIMUM BASIC DESIGN STRESS, Fb = 975 PSI, Fv = 150 PSI S1 GENERAL STRUCTURAL NOTES, SITE PLAN, DETAILS ' T (3x AND 4x MEMBERS) HEM-FIR NO. 1 AND 1 X3 CONTACT: EUGENE TRAHERN, SE (541) 549-1331 S2 FLOOR FRAMING PLAN TITEN HD TO FTG \.t' MINIMUM BASIC DESIGN STRESS, Fb = 975 PSI, Fv = 150 PSI \\` /// \\\ \\\///\\\ SHEET NO. 17. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG-TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR BUILDING DEPARTMENT CATALOG NO. C-2011. ALTERNATE CONNECTORS CONFORMING WITH IBC SECTION 1710 MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. A CURRENT ICC-ES REPORT AND A LIST STATING THE ITEM-FOR-ITEM SUBSTITUTION MUST BE SUBMITTED CITY OF TIGARD, OREGON - COMMUNITY DEVELOPMENT S 1 TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO REVIEW AND/OR RE-DESIGN TO ACCOMMODATE PROPOSED SUBSTITUTIONS. INSTALL NUMBER AND SIZE OF FASTENERS AS CONTACT: PERMIT COORDINATOR (503) 718-2426 SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. WHERE 1 CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER STRAP ON JOINT AND INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, WITH EQUAL NUMBER AND SIZE OF FASTENERS IN EACH MEMBER. 1 OF : 2 ., , A 4'B 45' D ' 41)• 158' irt gl Iv 1984 ADDITION z (-3 0 0 0 0 0 0 1 /S1 TYP AT EACH POST . . zo 0 • • 0 0 0 0 0 0 0 .., 1 lij . ., . CI 0 0 CI 0 0 in 11* woN , ix o NI tx . uo 0 z x , C7 [3 CI 0 El 0 CI El 141 0 (3 • < In CD E (...) in 0 to ci- O 0 0 0 0 CI 0 ED .4, N. ....). O CI 0 CI ID 0 El 0 O 0 S El El 0 0 CI 0 ED 0 0 El El 0 [3 .t Call,6,4 , CI CI CI El 0 10 [3 0 PROP& 4, c 4 0 ,22/0, '0 0 El ED 0 0 0 0 0 CIE [El El CI MSS - r EGOti eV <t‘ c3 C3 00000S0 O 0 0 0 0 0 C3 ID EXPIRES 6/30/16 ' I El El 0 0 0 CI S CI I CI 0 00CI 0 00 LCU 0 Cl El El 0 0 0 0 `2* < 1 , 54' C3 El El 0 ED 0 0 CI / / -0 i...d O E3 000 D1C30 34' 01 I / / 0 ED Cl CI ID 0 CI CI - , % .0. 3 c 0 CI 0 0 0 CI 0 0 0 O 0000000 4?-0" TYP (.) •_. a.) a) 1 /S1 TYP AT EACH POST 1 1 . ......J 63 < -6 - 4 El CI El ID 0 0 El 0 0 C1 0 00 00 0 0 ' 4 :'.. 1 •i.-...-7-' ! O 0 0 0 0 0 0 Ei--p ID El El 0 El 0 El a 0 0 0 0 0 0 CI 0 0 0 0 0 El El 0 CI El 0 CI CI 0 0 0 0 0 0 0 0 El 0 E] 0 0 CI ED CI 0 0 El ID ID r-- 0 0 0 s s El s 0 0 I: CI 0 El 0 ED 0 CI El El El El El 0 0 0 0 0 El 0 0 El 0 0 ID 0 0 El 0 0 0 ED CI El 0 0 0 0 El E- > U < C3 0 0 0 0 0 0 ID 0 CI 0 0 CI ID 0 ED 0 0 El 0 0 CI 0 0 0 0 0 0 0 El 0 0 CI 0 0 0 0 0 0 0 ID CI 0 0 al El CI ci... p4 S 0 0 0 0 0 [3 Cl Cl ' a 1996 ADDITION 1=1 SLAB-ON-GRADE 1977 CONSTRUCTION O CI 0 0 0 0 0 0 0 0 El 0 C7 C7 CI El 0 C:I 0 0 C3 El 0 El 0 El 0 0 CI CI 0 CI El CI C:1 0 CI 0 C:I 0 0 CI 0 0 El 0 E 0 0 0 0 0 0 0 El El -co Lo 073 0 E 0 s s s s EI 0 0 ED 0 0 0 ID 0 El 0 0 CI CI 0 0 CI ID 0 CI 0 0 CI 0 CI El 0 E3 CI CI CI ID El 0 El El 0 0 El — z ID _ E 0 0 ED ED CI 0 CI El 0 ) CL -4- 0 0 0 El El El 0 El 0 0 El El 0 0 O El O El 0 El El El O El O El CI 0 CI O 0 GI 0 0 CI CI 0 0 CNI 0 0 0 0 0 0 0 El e El C.D ED 0 S 0 CI 0 El 0 0 0 El CI 0 0 0 El 0 El 0 0 0 0 0 0 0 0 0 CI El 0 ID CI El 0 CI 0 0 0 0 0 ID 0 0 0 0 0 El CI CI C3 0 0 CI 0 ID C3 ID < C H 0 0 0 0 0 0 0 0 0 10 0 El 0 El CI 0 El CI [3 El 0 0 0 C:1 0 CI CI Cl ID 0 C:1 El 0 CO 1.3 C:1 CI 0 CI 0 CI El 0 El El LEI ED CI 'E 0 0 0 0 0 0 0 0 O El El 0 0 0 Cl 0 0 C •• 0 f,4 .4 0 0 0 0 o o 10 1-1 Li_ 0 0 0 0 El CI 0 0 1984 ADDITION , [3 CI 0 0 El S S El SLAB-ON-GRADE 6 • . _ / \ El CI S CI El 0 CI Cl / 37' 1 /S1 TYP AT EACH POST PLYWOOD OVER 0 0 CI 0 El 0 CI c - 1 /S 1 TYP AT EACH POST PROJECT NO. 15-0239-02 1 /S1 TYP TJI @ 16" O.C. El CI CI 0 CI CI C3 C3 PERMIT SET AT EACH POST 0 CI El CI El El 0 0 REVISIONS : CI 0 0 0 0 ID CI 0 O 0 0 0 C3 0 0 ED . , S 0 El CI 0 0 0 CI CI 0 Cl S CI 0 0 0 ALL DIMENSIONS ARE APPROXIMATE 0000E1000 . . w I O El 0 0 El 0 CI 0 ¢ , . c) O 0 0 0 0 0 CI 0 g <KK}<1<< ! 0 0 0 0 0 0 0 0 , CI C3 CI CI 0 0 El El DRAWN BY: CI CI DATE /2E5LT/15 O 0 0 0 0 0 - 2X6 T&G FLOOR ON 0 9 0 0 0 0 El 0 I' 4X6 BEAMS @ 4' OC 0 0 0 0 C3 0 S S VCOMPUTER FILE : 0 0 0 0 CI 0 CI CI illial , SCALE IE El 0 CI 0 0 0 CI iti 0 0 0 E3 CI 0 0 , SHEET NO. El 0 CI 0 CI S 0 0 O ID 0 0 0 ID S2 1 0 ., 58'-O" 2 OF: 2 1 i