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Plans (13) BUP2012 -00051 TWALITY MIDDLE SCHOOL INCREMENTAL SEISMIC UPGRADE RECEIVED owner MAR 16 2012 TIGARD TUALATIN SCHOOL DISTRICT 23J CITY OFTIGARD 6960 SW Sandburg Road TIGARD TUALATIN SCHOOL DISTRICT 23J BUILDING DIVISION Tualatin, Oregon 97223 t: (503) 431-4000 f: (503) 431-4020 14650 Southwest 97th Ave . Tigand OR 97224 architect Dull Olson Weekes Architects Inc. 907 SW Stark Street Portland, Oregon 97204 t: (503) 226 6950 f: (503) 273 9192 CONTENTS BID ALTERNATES structural engineer ADD ALTERNATE NO. 1 ; Nishkian Dean Engineers architectural structure 1022 SW Salmon Street PAINT ENTIRE SCHOOL EXTERIOR INCLUDING, BUT NOT Suite 300 LIMITED TO ALL METAL RAILINGS, METAL COLUMNS, A2.01 OVERALL FLOOR PLAN - LOWER LEVEL S1.0 STRUCTURAL NOTES DOORS, DOOR AND WINDOW FRAMES, DOWNSPOUTS, Portland, OR 97205 A2.02 OVERALL FLOOR PLAN - UPPER LEVEL CONCRETE, AND WOOD TRIM. t(503) 2741843 f: (503) 273 5696 A2.03 OVERALL ROOF PLAN S2.1 ROOF FRAMING PLAN SEE ELEVATIONS FOR PAINT TYPE. A2.04 UPPER ROOF PLAN (PORTABLES NOT INCLUDED IN ALTERNATE) project manager S3.1 STRUCTURAL DETAILS Hubbard and Associates A3.01 BUILDING ELEVATIONS S3.2 STRUCTURAL DETAILS PO Box 702 Tualatin, OR 97205 A3.02 BUILDING ELEVATIONS S3.3 STRUCTURAL DETAILS t(503) 819 7505 S3.4 STRUCTURAL DETAILS A6.02 OVERALL RCP - UPPER LEVEL S3.5 STRUCTURAL DETAILS A8.01 DETAILS A8.02 DETAILS SPECIAL INSPECTION REQUIRED State of Oregon Structural Specialty Code ❑ Concrete and Reinforcing Steel olts Installed in Concrete ❑ Special Moment-Resisting Concrete From ❑ Reinforcing Steel&Prestressing Steel Tendons tructural Welling ❑ High-Strenght Boiling ❑ Structural Masonry ❑ Reinforced Gypsum Concrete ❑ Insulating Concrete FII ❑ Spray Applied Fire-Resistive Materials ❑ Pilings,Drilled Piers and Caissons ❑ Shotcrete ❑ Special Grading,Excavation and Filling ❑ Srrytce-Control Systems [—$Cther inspections yam- 6 ynTf_'-J0 REVIEWED FOR CODE COMPLIANCE ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS VICINITY MAP & AND (E) (E) EXISTING JAN JANITOR R RADIUS AB ANCHOR BOLT EA EA EACH JT JOINT RD ROOF DRAIN r+nc a rarR ;� Woods Merril ACT ACOUSTICAL CEILING TILE EF EF EXHAUST FAN JST JOIST REF REFERENCE O R p F'rc re55 Natural A ADD ADDENDUM EJ EJ EXPANSION JOINT REFR REFRIGERATOR � y Gree.nvav AESS ARCHITECTURAL EXPOSED EL EL ELEVATION L LENGTH REQ'D REQUIRED A gr6. STRUCTURAL STEEL ELEC ELEC ELECTRICAL LAV LAVATORY REV REVISE OR REVISION DRAWING ORIENTATION NORTH GRID LINElots Ferry Rd AFF ABOVE FINISH FLOOR EOS EOS EDGE OF SLAB LB LAG BOLT RM ROOM ALS AREA LIGHT STANDARD ENGR ENGR ENGINEER LKR LOCKER RO ROUGH OPENING —— CITY OF TI ARD / ALUM ALUMINUM EP EP ELECTRICAL PANEL LS LANDSCAPING RCP REFLECTED CEILING PLAN ��c �,y ANOD ANODIZED EQ EQ EQUAL LVR LOUVER �/ c Conestoga _1 EQUIP EQUIP EQUIPMENT SAM SELF-ADHERED MEMBRANE ROOM South 4 Recreation and a Cad'tiorrally'Appvved.--- [ 00 BC BOTTOM OF CURB ES ES EACH SIDE MATL MATERIAL SC SOLID CORE m Beaverton Aquatic Center Seo Lata to Follow T 4. BD BOARD EW EW EACH WAY MB MARKERBOARD SECT SECTION NAME ROOM NAME&NUMBER 1 SfttB 1 Metzger O BLDG BUILDING EXP EXP EXPANSION MAX MAXIMUM SF SQUARE FOOT 101 BUILDING SECTION rfetrY BLKG BLOCKING EXT EXT EXTERIOR MECH MECHANICAL SHTG SHEATHING A101 A101 R )�blRiltlbat 1 BM BENCHMARK MED MEDIUM SHWR SHOWER SW S � te BOT BOTTOM FA FA FIRE ALARM MEZZ MEZZANINE BHT SHEET A Date BTU BRITISH THERMAL UNIT FBO F80 FURNISHED BY OTHERS MFR MANUFACTURER SIM SIMILAR O STOREFRONT OR WINDOW TYPE 21Rs BY U BTWN BETWEEN FD FD FLOOR DRAIN MH MANHOLE SJ SEISMIC JOINT 1 �� o Q) FDN FDN FOUNDATION MIN MINIMUM SM SHEET METAL WALL SECTION ' _ ' r Approved pians 0 C CHANNEL FE FE FIRE EXTINGUISHER MIR MIRROR SPEC SPECIFICATION -� KEYNOTE REFERENCE A701 �i ' Southwes shall be on job site. CB CATCH BASIN FEC FEC FIRE EXTINGUISHER CABINET MISC MISCELLANEOUS SQ SQUARE I Summeriale CCTV CLOSED CIRCUIT TV FF FF FINISH FLOOR MTD MOUNTED SS STAINLESS STEEL City Bark t woodard ¢rY .90, Q CG CORNER GUARD FFE FFE FINISH FLOOR ELEVATION MTL METAL STD STANDARD m City Park CLG CEILING FIN FIN FINISH STL STEEL CEILING PLANE HEIGHT-ALL A101 DETAIL SECTION Tigard ro A1TRd�ESR1rt11! CLR CLEAR FL FL FLOOR (N) NEW STOR STORAGE d,0„ REFERENCES TO FINISH FLOOR `., o INCMATTAL111E7� BOOK Z CJ CONTROL JOINT FO FO FACE OF NA NOT APPLICABLE STRUCT STRUCTURAL ELEVATION 5 +, alnsrtS3 - (� " B� .� A� LLJ CMU CONCRETE MASONRY UNIT FOC FOC FACE OF CONCRETE NIC NOT IN CONTRACT SUSP SUSPENDED ai �GEp7ECf1 REPORT CONT CONTINUOUS FOF FOF FACE OF FINISH NOM NOMINAL ,��Ftr r Rf ^GE071SPAISCD000EPORS CORR CORRIDOR FOM FOM FACE OF MASONRY NS NELSON STUD TIM TO MATCH fT8-1 INTERIOR FINISH TYPE A3.01 EXTERIOR ELEVATION kfarrt! W OR CLASSROOM FOS FOS FACE OF STUD NTS NOT TO SCALE T TEMPERED GLAZING r CSJ CONSTRUCTION JOINT FRT FRT FIRE RETARDANT TREATED TO TOP OF CURB c CSMT CASEMENT FTG FTG FOOTING OA OVERALL TEL TELEPHONE cc C\J CT CERAMIC TILE FURR FURR FURRING OC ON CENTER T&G TONGUE AND GROOVE 0'-0" HORIZONTAL ELEVATION PLANE 1A 4 y { N1esUske OFFICE COPY V O CTR CENTER OD OVERFLOW DRAIN THK THICK B.00'. HEIGHT-ALL REFERENCES TO F.F.E. �r i' �' Z CV CENTERLINE GA GA GAUGE OD OUTSIDE DIAMETER TJ TOOL JOINT I. SW iVIC�Dn Kruse 1ay o GALV GALV GALVANIZED OFCI OWNER FURNISHED TP TOP OF PAVEMENT 1D A5.01 1 B INTERIOR ELEVATION o2ards�St z DBL DOUBLE GB GB GRAB BAR CONTRACTOR INSTALLED TYP TYPICALBull N DTL DETAIL GC GC GENERAL CONTRACTOR OFOI OWNER FURNISHED TOD TOP OF(MATERIAL) 0'-0" SPOT ELEVATION-ALL MOU111,141 M REFERENCES TO F.F.E. DF DRINKING FOUNTAIN GL GL GLASS OWNER INSTALLED 1C SV'd'swits Rd SamllaAd � O DIA DIAMETER GND GND GROUND OH OVERHEAD UNFIN UNFINISHED 9;. BuII rtaZSVV z o DIAG DIAGONAL GVP GVP GYPSUM VENEER PLASTER OPNG OPENING UNO UNLESS NOTED OTHERWISE rr. DIM DIMENSION GWB GWB GYPSUM WALL BOARD OPP OPPOSITE Al WALL TYPE WITH RATING WHERE QItIS Lake Forest APPLICABLE 1 DISP DISPENSER OS OUTSIDE VB VAPOR BARRIER thr DETAIL t swBottler St O DN DOWN HB HB HOSE BIB VERT VERTICAL A101 ' DP DAMPROOFING HC HC HANDICAP PIP POURED IN PLACE VEST VESTIBULE DR DOOR HDWR HDWR HARDWARE PL PROPERTY LINE VFY VERIFY ♦v♦//�� DS DOWN SPOUT HM HM HOLLOW METAL PLAS PLASTER DOOR NUMBER-SEE DOOR r'?1 Clty y' > y/ W DT DRAIN TILE HPC HPC HIGH PERFORMANCE COATING PLYWD PLYWOOD W/ WITH SCHEDULE REV# motel C ° '' sw Gurriam RN DWG DRAWING HW HW HOT WATER PSF PER SQUARE FOOT W/O WITHOUT F: W HVAC HVAC HEATING, VENTILATION AND PT PRESSURE TREATED WC WATER CLOSET REVISION CLOUD King CiJ Q AIR CONDITIONING PVMT PAVEMENT WD WOOD WF WIDE FLANGE pimntr nt2osRELITE NUMBER- SEE RELITE City Psrk INSUL INSUL INSULATION WG WIRE GLASS ® SCHEDULE SITE / INT INT INTERIOR WH WATER HEATER t WP WATERPROOFING CC WRB WEATHER-RESISTIVE BARRIER Durham G WT WEIGHT V J � ~ BID SET � WCn lo- Cn co ARCHITECTURE + INTERIORS r PLANNING CL O � 2 o U N W Q M Q U O Q F� N ~ ¢ N W d Y w rn W U m UJ N u ++ Q N S (n co Y O Z U Q � O C/) N o J � � o <p J N J � V -w■ ( 5� 1 / _ LLI co ( N (4) 6" METAL PIPE BOLLARDS 18 -0" FILL WITH CONCRETE, 4' 0" '-0" ABOVE FINISH GRADE, PAINT. McCh VERIFY LCOATION W/ I? ARCHITECT 20 A3.02 17 76 a " 9 W CS�—^^ Storage LU G v ) 67 0 Toilet V J 68 Z O Shop 64 Boiler � O In M Offic ® J 65 Drama Science Science O U d Classroom Prep cv 62 Equip Storage 75 74 Science 13 r Drama 60 121 Classroom 3 A3.01 O CE StorageStorage Elev 73 U z O 66 61 59 Storage Mech ' t - 89 77 W [ )F Girls IIII IIIIiII Shower n l l l l l u l UP t 123 TOILET VIII i 11 STAFF Q C- Custodial Boys UP TOILET Custodial Locker Toilet Shower Girls Girls ® 9 Office I Storage Storage ARTS/ ARTS/ u Classroom W N o 0 Locker Shower o 69 I 113 109 117 110 120 CRAFTS CRAFTS STO ❑ Special Ed 72 Q (D 0 0 122 124 GIRLS �t �t- Toilet 88 87 TOILET 10 Classroom 71 ~ Q r r ios 78 J Q U) Ce) Co Training Q �R Room �___� Locker Team Boys 119 Toile Elec V 0 0 F = � 125 70 CL � LO � 114 115 o .:= == Office STORAGE ___ __= Office 118 =__ IL— __= 116 111 = TMC VestibuleClassroomuP uP cience 90 ssroom 79 0 QED �rCYJ Girls Office 83 Yl A3.01 1 Locker �� 1� 127 126 *EN 13 ® � 00 3 A3.02 0 Physical Boys Toilet Storage Classroom 14 Education 128 84 ❑ 8o 112 Girls Toilet 129 Science F-01 o Prep 85 Science Storage Classroom 82 Clasroom 92 16 A3.02 15 81 UP u u lllllii k e y pi a n niuinu ,nlnnnl nlllluu EQUIP phase BID SET 86 date 03/20/2012 Gymnasium 91 revisions 011 E U E 4 U) (/) � A3.01 -� project # 11018 OVERALL FLOOR PLAN - 00 LOWER LEVEL T d- U (b.N O OA201 N ,z OVERALL FLOOR PLAN - LOWER LEVEL 1 ■ NOSCALE: 1/16"=1'-O' �p T� ciC.0 A3.01 Ila 2 - ARCHITECTURE + INTERIORS + PLANNING -- -- __ I I I I N - r------------------------------------------------------------------' -------------------------------------------I m Z1 ------------------- Storage Storage � I Toilet — 48 22 23 g I I N v ¢ N LU 5 rn Commons Principal Copy Health --� W 33 Office Office 46 47 Lecture W ° N w 35 45 i 21 42Y o Z U Q n -------------------------------------- --- Classroom Admin ; •10132 49 A3.02 9• ; O ct 05toe o PSO 12 A3.02 11 i Clas17 om o 0 50 0 J N Cust Girls ToiletJ o Boys Toilet ConfF-14-2-] 145 143 142 Storage 52 32 0 0 0 Staff Room Riser Ory w DE] Classroom Close Storage Tolet Room 133 42 29 Kitchen 39 Room 146 i Classroom 34 .04 st 150 I 6 16 Office Staff Office - - - - - - Office Toilet 134 Classroom 432 oilet Storage 38 144 Cou 7 7 A3 and 2 18 CV_ Freezer Cooler 40 37 Office Office Office Classroom 8 C 30 31 Science E a 1s 147 148 149 135 co Classroom W Science 139 Classroom U) N 20 A3.02 17 Prep 15 Courtyard 1 140 Classroom J /�� 19 DEI < 36 Classroom Staff Toilet Vestibule 1DEI -1 28 WMI MINI 2 ® U) Storage W Cafetorium 3401 1 141 Classroom Q ® Science Staff Toilet 14 a El ClassroomV 138 Classroom 27 Classroom Z O 137 20 O 3 A3.01 Classroom O U N Storage 13 CV E 55 BOYS v l 7M TOILET � Z O 0 Storage DN Vest 106 Music C 56 Stage 0 105 Room LLIJ J � 58 Office Office Practice 24 Classroom Q ai 107 Band93 94 12 Q < 104 p ti Media W v o 0 Storage Seminar C > 0 0 0 0 DN Balcony DN 130 95 103 GIRLS ~ Q Office TOILET CUST J Q =3 M M � d 131 25 0 4 /R \,/ doh- LO L0 Classroom ,- 97 A3.01 1 13 2282 Classroom Classroom VEN C. 0 � 14 98 --3 Office Office 1:1011 1021 OF �g Classroom Classroom 16 A3.02 15 99 100 k e y p l a n phase BID SET date 03/20/2012 revisions 4 0 U A3.01 C Z U) U) project # 11018 co 4 OVERALL FLOOR PLAN - co UPPER LEVEL C T T OVERALL FLOOR PLAN - UPPER LEVEL 1 O O SCALE: 1/16•= 1'-0° A2mO2 N Q C N T� ciU LEGEND AREAS DEMOLISHED TO ST (E) GRAVEL SURFACED BUILT-UP ROOFING RF-i ALLOW STRUCTURAL REPAIRS, REPLACED WITH NEW ROOFING (E) ALUMINUM COATED BUILT-UP ROOFING ME PATCH ROOF IN AREAS WHERE PENETRATIONS MADE FOR (E) METAL ROOFING(NO WORK) STRUCTURAL IMPROVEMENTS-SEE ARCHITECTURE + INTERIORS + PLANNING STRUCTURAL DWGS. (E) SHINGLE ROOFINGF NEW BUILT UP ROOF: DEMOLISH(E) a EF ROOF DOWN TO TEKTUM 2 SHEATHING 0cc d o (E) SINGLY-PLY ROOFING GS U rn m 0 U O Z ' � Q y ¢ N uJ a m Ne o uJ U m W � co V Q (E) SKYLIGHTS TO ZO REMAIN 6 N o 1 A8.01 -� o 1r771 REMOVE AND REPLACE SLOPED CURB AS 0 A8 02 �02 NEEDED FOR STRUCTURAL REPAIRS � N � m 0 3 REPLACE COPING AS REQ FOR,&TIFi4JCTURAL REPAIR 0 A8.01 1 11 1 0 j i t I A8.01 1 I (E) ROOFTO Nx: 1 'I DUCT WORK Nx O _i 61 . 1 r ADD SHEET METAL V 1 11 f O L J FLASHING SHROUD ,L J TO DUCTS o r � Cn co O r r - - IF REQUIRED MAKE REPAIRS FROM C Co M D�0 6 CURBS. r INTERIOR DUE TO EXISTING r J - i luj / L _J - - - - -J 0 O _ r i MECHANICAL O O L JIr 11 0 O U) t V F -1 1 1 I 1 1 11 i RELOCATE OR REINSTALL r 1 0 I I i i - MECHANICAL EQUIPMENT w 3/80/1'-0' L J r- AS REQUIRED TO PERFORM r - - -I STRUCTURAL REPAIRS I i 1 n i l i i 1 W L J _ _ J 2 � . r � II II ._ - 1 11I ) 1 I ❑ 1 Z r - r r U i I: L J A8.02 L JF71 1 11ui� DAMAGED FASCIA/SOFFIT g Lit L J "1 I w� LJ REPLACE DAMAGED FASCIA&SOFFIT - C _ f 4 r � A8.01 I f' _ _ J 1' A8.01 3 I I 1 1 Ir 1 r 11 p Lu 1 � 1 II 1 1 I L JL J A8.01 4 3 REFLASH EXIS I G i. 1 11 i 0 N O A8.01 MECHANICAL Ap�EQUI ED r i COURTYARD A8.01 BELOW 0 N OL O �'J - r T ® COURTYARD -J L - 1 3 ❑ 1 i - BELOW L - J I I I I 1 I 1 1 A8 01 I 802 ADJUST EXISTING CONDUITS iS 0 0 I REQUIRED TO PERFORM I 11 1 � / 2 STRUCTURAL REPAIRS,TYP: 1 1 I I ® - - 0 O 1 N It ' 4 / A8.02 3 DISC( NN'ECT AND RE- A8.01 r r _ _ INSTgLL(EXISTING i 71 A8.01 MECHANICJAU t ' 0 O ELECTNICAL AS �•/ L J 0 0, 7 REQUIRED TO MAKERR 0 N 1 r - ' 8 A8.01 STRUCTURAL REPAIRS Cu W J � DUCT/ELECTRICAL0 _ < > DEMO r L 10 ® O C � If - 16Lu L _ J (E) ROOF HATCH Q O O REMOVE&RE-INSTALL (E) Fm` -- ON\\� Q � O N CD SKYLIGHTS(6)TOTAL AS d REQUIRED TO PERFORM L / STRUCTURAL REPAIRS. =3cr) r r PROVIDE NEW ! 0 ♦1r' J 6i. ! ) O d 1/4"/ 1'-0` CURBS/SHEATHING,TYP. 0 0 p i.i GAO Lf) 11.09 ) 0 Sim. AREA i � =D F AREA OF EXISTING ROOF ROT REPAIR 1/4'/ 1'-0" i DN ii T ❑ [ ! 6 ED AI�� y; IIST � t r as.o1 � l 2282 (� :I EVEN C. a 3/8"/ 1'-0" 4N � " (LAN ;1 O it OF 0 3/8"/1'-0" —► 0 N t 1; J � I 3/8"/ 1'-0" t 3/8"/ 1'-0" 3!a"/ 1' o" k e y p l a n 1 � Aa.o1 u , phase BID SET it ii �B"/�' D'` date 03/20/2012 revisions 2 3 3 N A8.01 4"/ 1'-O A8.01 A8.01 0 � 0 r -1 r ; L J- L J V REPLACE(E)SCUPPER Cn - REPLACE(E)SCUPPER o prOject # 11018 co OVERALL ROOF PLAN 00 o , d� REPLACE (E)SCUPPERA2mO3 A8.01 N.N LoCLo CL "a ROOF SECTOR 1 o� QSCALE: 1/16"= 1'-0" T� Cr3 U LEGEND AREAS DEMOLISHED TO ST (E) GRAVEL SURFACED BUILT-UP ROOFING RF-1 ALLOW STRUCTURAL REPAIRS, REPLACED WITH NEW ROOFING (E)ALUMINUM COATED BUILT-UP ROOFING 071 PATCH ROOF IN AREAS WHERE PENETRATIONS MADE FOR (E)METALROOFING(NOWORK) STRUCTURAL IMPROVEMENTS-SEE ARCHITECTURE INTERIORS PLANNING STRUCTURAL DWGS. (E)SHINGLE ROOFING CxZL NEW BUILT UP ROOF, DEMOLISH (E) { a RF-2 ROOF DOWN TO TEKTUM J SHEATHING O o (E)SINGLY-PLY ROOFING rn � m O - U O N ¢ N W Q rn W U W cr: N -Z [n M Y O Z V ¢ / O y � J 1� Of O o O a � in 4 / wco /w' N � J I— L f I., A L r Z 3 W ' W ji I II 1 111 ! (E) GUTTER TO REMAIN 3 O t A8.02 i 3 J = A8.02 O U c' j N 0 z O DEMO EXISTING MASONRY CHIMNEY DOWN TO 3'ABOVE V EXISTING ROOF. REMOVE ALL /r cz \< LADDER RUNGS. uj J i 4 \ , g. t I A8.02 < INCREASE SLPE C (E)METAL ROF-NO WORK - TO 1/2" IN 12"? C ~ TRANSITION T ui 1 LEVEL OF /// ® Q Q S O N DJACENT ROO O O I 4112'/ 1'-O" AREA. TIE NEW ROOF SYSTEM M M 7i INTO EXISTIN J O METAL ACCESS ADJACENT ROOF (�� U) LADDER TO LOWER / MEMBRANES `® /�/� V Lo O O ROOF. 5 10 / 6V CO Lo Lf) A8.01 E /EQ Q ® L 2282 c TE EN co NEW GUTTER,TYP. i OF ALL SIDES 1/80/1 xi X. A8.01 r'.I Ir INCREASE SLOPE TO grx k e y p l a n 1/4" IN 12" FOR LAST SR 4' FROM PERIMETER `I EDGE, TYP. phase BID SET A8.01 date 03/20/2012 :: .� .:• .•: '� :: ______� revisions o .CD AB.O1 0 U N c co project # 11018 co UPPER ROOF PLAN co mO T L.L� N U Lo Q.o0 A2mO4 NQ CD UPPER ROOF PLAN 1 �p SCALE: 1/16"= 1'-0" T� ciC.0 ARCHITECTURE + INTERIORS + PLANNING d O S o � N r � m m O , Z y N W � rn W U w m W w n ++ cr N Y O Z U Q O F-- co) --N o -j r rn o <o J N J m O O METAL SIDING-NO WORK CONCRETE- PAINT WITH ELASTOMERIC COATING, ----- - TYP. (EC-1) WOOD/FIBERBOARD-PAINT WITH �� HIGH PERFORMANCE COATING WOOD/FIBERBOARD- PAINT WITH I' U (HPC-1) HIGH PERFORMANCE COATING (HPC-1)------ - --- 1 ! I { ! ( 1 �II -1 C I II I i j { --- --- -- -- --- — — — ---- — _...__ — — — -- -- -- — ---Li cn F.F.MUSIC OL — —.-. --- uj --------- — _ . —`-- -- — ---- — — — — -- — -- - - — t — — — -- F.F.UPPER LEVEL V F.F. EVEL -- U 3'6" a I ( - F F GYM � F.F.LOWER LEVEL OL EXTERIOR METAL- PAINT WITH HIGH PERFORMANCE COATING EXTERIOR METAL- PAINT WITH HIGH PERFORMANCE COATING , . , (HPC-2)TYPICAL AT ALL DOORS/FRAMES (HPC-3),TYPICAL AT ALL RAILINGS W EXTERIOR ELEVATION OVERALL SOUTH m U) SCALE: 1/16'= 1'-0" W U _I Z 0 J = O �U v O V) t` 7 O METAL SIDING- NO WORK ` 0 CONCRETE- PAINT W ITH ELASTOMERIC U COATING (EC-1) `1 cn T —4 W < C6 j � 1— � I y -{�'----I'�-- ! _. , 1 f -r ZD i I cn o 0 I I I � r F.F. UPPER LEVEL y ----+ - y -- - - - - -- --- -.- --- -- - N O CVO O F.F.LOWER LEVEL - ----- -- � d d a° J Q U) Oct EXTERIOR ELEVATION OVERALL EAST SCALE: 1/16'= 1'-0' 2282 gNC. tn r � Cs OF EXTERIOR METAL—PAINT WITH HIGH PERFORMANCE COATING HPC-1 I C I I t ' - F FMI5'-6" _. - - - _ _ F.F.UPPER LEVEL OL 12'-0" EXTERIOR METAL- PAINT WITH HIGH PERFORMANCE COATING(HPC-3) EXTERIOR ELEVATION OVERALL NORTH 2 k e y p l a n SCALE: 1/16"= 1'-0' phase BID SET date 03/20/2012 revisions 0 r CONCRETE- PAINT WITH ELASTOMERIC COATING E (EC-1) to i _-- -cn .-�_a i III I � 1ro ect # 11018 co ---- -- —i ._ __– -------I----- -- --- _ - I I p - __- ;----- �'�-� , BUILDING ELEVATIONS - — 00 r F.F.UPPER LEVEL 12'4- M ( F.F.GYM LEVEL OL ri N EXTERIOR METAL- PAINT WITH HIGH O 2 PERFORMANCE COATING (HPC-3),TYP. ip s? ALL RAILINGS A3m01 CD EXTERIOR ELEVATION OVERALL WEST 1 vp SCALE: 1/16'= 1'-0" T� ciU LEGEND EC-i CONCRETE-PAINT WITH ELASTOMERIC COATING CE) WOOD/FIBERBOARD- PAINT WITH HIGH PERFORMANCE COATING HPG2 EXTERIOR METAL DOORS, DOOR FRAMES, &WINDOW FRAMES- PAINT WITH HIGH PERFORMANCE COATING HPG3 EXTERIOR METAL RAILINGS&COLUMNS-PAINT WITH HIGH PERFORMANCE COATING ARCHITECTURE + INTERIORS + PLANNING HPG3 0- TYP. TYP. NEW ROOF LADDER O 2 0 � r rn Q CID p U � co Z EC-1 H 5 TYP. Lu w ROOF ELEVATION W 22 ROOF ELEVATIONS 21---( Y SCALE: 1/16"= 1'-0' SCALE: 1/16"= 1'-0" w U ~ m � w � Y o Z U ¢ u> EXISTING BRICK CHIMNEY-DEMOLISH o ABOVE ROOF AND REBUILD TO THIGHco AS REQUIRED AND CAP WITH METAL J o RR CHIMNEY CAP. O o EG1 TYP. J REPAIR DAMAGED FASCIA AND SOFFIT o ( EDTYP. TYP. E TYP. HPG-2 DUMPSTERS - —r-- -- _ HPC-3 HP (4) METAL J— I- - -- ' -- _ BOLLARDS TO 4' - F.F.UPPER LEVEL F.F. UPPER LEVEL F - l f 1 ABOVE GRADE 12'-0" 12'-0" I HPC-3 � II F.F.GYM LEVEL gL F.F.GYM LEVEL 3'-0" HPG2 ALCOVE W ALCOVE S ALCOVE N 18 ALCOVE E 1 SCALE: 1/16"= V-0° 20 SCALE: 1/16"= 1'-0" 19 SCALE: 1/16"= 1'-0" SCALE: 1/16"= 1'-0" � W co N J �- � U z rr �- EG1 TYP. EC-1 TYP. wC U) EC-1 TYP. EGt TYR L/�yu� M Ldp 0 _I Z di 9 7 /4 /4 bi 0 F.F.GYM LEVEL d d/ / d/ / F.F.GYM LEVELF.F.GYM LEVEL OIL OILF.F.LOWER LEVEL = - HPC-2 3'-6" F.F.LOWER LEVEL 3-0 O DOOR& 3 6 O U v, d HPG2 a P 1 HPC-2 HPG2 HPG2 cm TYP. ALL DOORS& 0 FRAME O ' w WINDOW FRAMES ALCOVE W 16 ALCOVE E 15 ALCOVE S 14 ALCOVE N 13 V 7 o SCALE: 1/16"= V-0" SCALE: 1/16°= 1'-0" V♦ co 0)_ Q (E) METAL SIDING, NO WORK O O EC-1 j I EGt EGt _ i.�V Cd cY Q 7 C7 ii ' M M � Lo LSC) —� 141 F.F.UPPER LEVEL F.F. UPPER LEVEL F.F.UPPER LEVEL F.F.UPPER LEVEL Agk 12'-0" HPC-2 12-0 12-0" 12'-0" TYPICAL AT ALL HPG3 HPG2 TYPICAL AT ALL DOOR& FRAME METAL COLUMNS DOORS& FRAMES ENTRANCE 12 W ENTRANCE E 1 ALCOVE W ALCOVE E SCALE: 1/16'= 1'-0" SCALE: 1/16"= 1'-0° • 1 SCALE: 1/16"=1'-0" 1 O SCALE: 1/16"= 1'-0' �+ ~' 228 VEN 0 S a AN c OF HPG2 WINDOW WINDOW FRAME HPG2 FRAME EG1 (E)TYP.TYP. EGt EG1 TYP. b 4 O 4 Y Y \ F.F.UPPER LEVEL F.F.UPPER LEVEL F.F.UPPER LEVEL r\ a F.F.UPPER LEVEL k e y p ( a n 12'-0" 12-0° 12'-0" 12'-0 COURTYARD 2 SOUTH Q COURTYARD 2 WEST COURTYARD 2 NORTH COURTYARD 2 EAST phase BID SET SCALE: 1/16"= V-0" SCALE: 1/16"= 1'-0" SCALE: 1/16"= 1'-0" SCALE: 1/16'= 1'-0' date 03/20/2012 revisions 0 U c WINDOW EG1 YP. HPC-2 WINDOW EG1 YP. HPG2 WINDOW EGt P. 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TAPER METAL DRIP EDGE IN TO 24"ONTO EXISTING PRIMED ROOF INSULATION TO MEET NAILER OVER LAST 24" MEMBRANE GUTTER WITH INTERNAL BRACKETS ARCHITECTURE + INTERIORS + PLANNING zzz d O � 2 0 0 N n m U � METAL CLAD FASCIA O N Q N d W/2 PIECE DESIGN Y P. MECHANICAL UNIT, SEE w ~ MECHANICAL DWGS. w 1V Q N GUTTER @ GYM Y PRESSURE-TREATED � e ' TILT-UP PANEL!CMU WALL 0 =-j J WOOD NAILER SCALE: 1/2"= 1'-0" } WHERE OCCURS O o e ." a`.. ,' 'a.`% '�. `..:-a_ _'• :. CONTINUOUS SEALANT O n A. BEAD PREFINISHED SHEET METAL O < PRE-MANUFACTURED CURB REMOVE SURFACING TO MEMBRANE tt ; " t W/RIGID INSULATION FLASHINGFOR 30' BACK FROM CUT IN ROOF AND BUILT UP ROOFING TRA BASE FLASHING WITH PRIME EXISTING MEMBRANE = o ASSEMBLY REFLECTIVE ALUMINUM COATING D WOOD FIBER CANT THREE PLIES RUN FROM 2"ABOVE TOP OF CANT TO 24'ONTO EXISTING INFILL INSULATION TO MATCH SURFACE HEIGHT OF PRIMED ROOF MEMBRANE EXISTING ROOF MEMBRANE 1/2"x 4' MIN. GALVANIZED 3" 1" EXPANSION BOLT EMBED(4" MIN) PRESSURE TREATED INTO CONCRETE, 6"MIN FROM ALL < —.}- WOOD BLOCKING EDGES. AT CMU, 12"MIN FROM J I 3/16 EDGES& 1-1/2"MIN FROM MOTAR JOINTS RIGID INSULATION PLYWOOD ROOF DECK 8" 8' 8' STEEL LADDER BRACKET PAINT EXPOSED SOFFIT U AND STRUCTURE N HSS 2x2x1/8'VERTICAL PRESSURE- i r RUNG (BELOW) SUPPORT 30° TREATED WOOD ` 'w 3/16 TYPDES, CANT AND NAILER £ (�, CONTINUOUS �� co SHEET METAL CLIP Lu A . LADDER DETAIL 11 RAISED EDGE DETAIL 9 RAISED EDGE DETAIL 4 � SCALE: 3'= 1 0 SCALE: 3" 1 0 SCALE:11/2' 1 0 _ ' + CCW REMOVE SURFACING TO MEMBRANE . . . PREFINISHED SHEET METAL FOR 30" BACK FROM CUT IN ROOF AND W Q FLASHING PRIME EXISTING MEMBRANE /'� THREE PLIES RUN FROM EDGE OF �•/ ♦r• INFILL INSULATION TO MATCH PRESSURE-TREATED NAILERS TO SURFACE HEIGHT OF EXISTING 24"ONTO EXISTING PRIMED ROOF INFILL INSULATION TO MATCH SURFACE HEIGHT OF z O REMOVE SURFACING TO MEMBRANE FOR 30"BACK ROOF MEMBRANE MEMBRANE EXISTING ROOF MEMBRANE FROM CUT IN ROOF AND PRIME EXISTING MEMBRANE REMOVE SURFACING TO MEMBRANE O TRA BASE FLASHING W/ FOR 30"BACK FROM CUT IN ROOF AND REFLECTIVE ALUMINUM PRIME EXISTING MEMBRANE _ COATING /e/ ' / / INFILL INSULATION TO O U TRANSITION FROM HIGH N / DECK TO LOW DECK 11 1/4 43/4, 8.1 O � PAINT EXPOSED SOFFIT AND STRUCTURE T Z 30' 30" +♦ ' O 8" 8' 8" n ° 72 30" ' Cu e Wa - � a RAISED EDGE DETAIL 8 RAISED EDGE DETAIL 3 Lu ~ moo SCALE:1 1/2'= 1'-0' SCALE:1 1/2"= 1'-0" Q N O O r Q � � � d' T r co co CAP PLATE W/ � SEAL WELD, TYP. A� ^ ^ 0 . � LO LO 24 GA. SURFACE MOUNT FLASHING ATTACHED @ 8'0.C. 24 GA. REMOVABLE SKIRT FLASHING WITH HEMMED EDGE. REMOVE SURFACING TO MEMBRANE PREFINISHED SHEET METAL ATTACH @ 18"O.C. FOR 30' BACK FROM CUT IN ROOF AND FLASHING PRIME EXISTING MEMBRANE �l m TRA BASE FLASHING WITH REFLECTIVE ALUMINUM COATING GALVANIZED HSS //' / r 2x2x1/8",TYP, THREE PLIES RUN FROM 2"ABOVE TOP OF CANT TO � f REMOVABLE SKIRT FLASHING 24"ONTO EXISTING PRIMED ROOF MEMBRANE ~` 2282 TRA BASE FLASHING WITH REFLECTIVE ALUMINUM COATING COATED WOODFIBER CANT STRIP _ INFILL INSULATION TO MATCH SURFACE HEIGHT OF T EN C 4„ THREE PLIES RUN FROM 2"ABOVE TOP OF CANT TO 24" EXISTING ROOF MEMBRANE " 00 ONTO EXISTING PRIMED ROOF MEMBRANE REMOVE SURFACING TO MEMBRANE RIM w< COATED WOODFIBER CANT STRIP FOR 30° BACK FROM CUT IN ROOF AND PRIME EXISTING MEMBRANE INFILL INSULATION TO MATCH SURFACE HEIGHT OF ,, /. �; / r T' ==F INFILL EXISTING ROOF MEMBRANE y !% OF 8., 8. 8. ei 4 u 30" Lr<. 1 , 11 3/4" DIA.x24' &- $, 8.. 9 A8.01 GLAVANIZED . . . . . . ROUND BAR i 30" PAINT EXPOSED EXISTING TECTUM DECKING STRUCTURAL UPGRADES ROOF DETAIL 7 WALL DETAIL 2 k e y p l a n SCALE:1 1/2"= 1'-0" SCALE:1 1/2"= 1'-0" cc io j CONTINUOUS CLIP o phase BID SET W PREFINISHED SHEET METAL PARAPET FLASHING NEOPRENE FASTENERS 0 18'O.C. REMMEMBRANE 24 GA. REMOVABLE COUNTER FLASHING WITH HEMMED EDGE. FOR O30'BACKVE FFROM UACING OT IN ROOF AND date 03/20/2012 24 GA.GRAVEL STOP EDGE METAL TO PRIME EXISTING MEMBRANE ' MATCH EXISTING {. • ' .. . .:`` TRA BASE FLASHING WITH REFLECTIVE ALUMINUM COATING i :° : revisions t NEW 12"WIDE COMPOSITY PLY DRY !' THREE PLIES RUN FROM 2'ABOVE TOP OF CANT TO a SHEET EXTENDING 4" DOWN FACE 24"ONTO EXISTING PRIMED ROOF MEMBRANE THREE PLIES RUN FROM EDGE OF COATED WOODFIBER CANT STRIP INFILL INSULATION TO MATCH SURFACE HEIGHT OF (D y -°tl NAILERS TO 24"ONTO EXISTING PRIMED !'- < EXISTING ROOF MEMBRANE O 3/8•x3"x12'x4' ROOF MEMBRANE U " • ANGLE IRACKETAT -. 1 _ t.. ) - - 1 !. .l ,.i1 f t. -- INFILL INSULATION TO MATCH SURFACE 1 HEIGHT OF EXISTING ROOF MEMBRANE t '�l- T t ` t l f= 6-0'O.C. MAX. (MIN 3 - r // co < TOTAL �* REMOVE SURFACING TO MEMBRANE �: -/. � 77 11 e, ) TRA BASE FLASHING WITH /� - //j /i ! / %' / // jf" ,// r i',� � /' // d FOR 30' BACK FROM CUT IN ROOF AND / i �' / /': // _ / / / / /i Cn A8.01 0 REFLECTIVE ALUMINUM COATING PRIME EXISTING MEMBRANE t. 8' 8" - _ - MEMBRANE ROOF r1. r1. k 30" project # 11018 3 cu DETAILS ODa O 8" 8" 8" I %' 30' •. " - Sa Q PAINT EXPOSED EXISTING TECTUM DECKING ■ STRUCTURALUPGRADES C> ROOF LADDER 9 1 GRAVEL STOP EDGE AND BASE FLASH PARAPET DETAIL SCALE: 3/4'= 1'-0" ■ O SCALE:1 1/2"= 1'-0° SCALE:1 1/2'= 1'-0" r� chU Ila ARCHITECTURE + INTERIORS + PLANNING a o � � a o N n � m m 0 U O Z � Q N W a m Y N rn W U w m W Y w ++ CC N Y O � � o N � � J r O 0 0 O rn � J N J Q CONTINUOUS CLIP,TYP. 24 GA. PREFINISHED SHEET METAL TOP CAP V co d r W co � N J � � U z OC Lu CHIMNEY CAP DETAIL d !70 CD SCALE:1 1/2'= V-0" T W p cc V J NEW 12"WIDE COMPOSITE PLY DRY REMOVE SURFACING TO MEMBRANE Z O SHEET EXTENDING 4" DOWN FACE FOR 30" BACK FROM CUT IN ROOF AND (E)GUTTER- (3) PLIES RUN FROM EDGE OF NAILERS TO PRIME(E) MEMBRANE O SEE ROOF PLAN 24"ONTO(E) PRIMED ROOF MEMBRANE INFILL INSULATION TO MATCH SURFACE HEIGHT OF(E)ROOF J MEMBRANE.TAPER ISO INSULATION TO MEET NAILER 01 LAST 24' O � N . i // // / // / / / //i/ / / / / / / // // / /l/ - // / O Z O —/ lV O 811 811 ell W 0 30" Q` > Q ti rn GUTTER DETAIL 3 w p � o N SCALE:1 1/2"= 1'-0" 0 T T a ) co co a U coLoLo I_ T z 4H 24 GA, SURFACE MOUNT FLASHING ATTACHED @ 8"O.C. 24 GA. REMOVABLE SKIRT FLASHING WITH HEMMED EDGE. REMOVE SURFACING TO MEMBRANE ATTACH @ 18" O.C. FOR 30" BACK FROM CUT IN ROOF AND TRA BASE FLASHING WITH REFLECTIVE ALUMINUM COATING PRIME EXISTING MEMBRANE THREE PLIES RUN FROM 2•ABOVE TOP OF CANT TO 24"ONTO EXISTING PRIMED ROOF MEMBRANE COATED WOODFIBER CANT STRIP INFILL INSULATION TO MATCH SURFACE HEIGHT OF 2282 EXISTING ROOF MEMBRANE E $L CIL F T AND, 0 c ON OF a• a" e• 30• SEE STRUCTURAL FOR EXTENT OF SEISMIC WORK (E)ROOF SHEATHING (N) ROOF SHEATHING WALL DETAIL 2 k e y p l a n SCALE:1 1/2"= 1'-0' CONTINUOUS CLIP phase BID SET PREFINISHED SHEET METAL PARAPET FLASHING NEOPRENE FASTENERS 0 18"O.C. date 03/20/2012 REMOVE SURFACING TO MEMBRANE -:,- 24 GA. REMOVABLE COUNTER FLASHING WITH HEMMED EDGE. FOR 30"BACK FROM CUT IN ROOF AND TRA BASE FLASHING WITH REFLECTIVE ALUMINUM COATING PRIME EXISTING MEMBRANE revisions THREE PLIES RUN FROM 2"ABOVE TOP OF CANT TO 24"ONTO EXISTING PRIMED ROOF MEMBRANE "• ;,; ; " a; COATED WOODFIBER CANT STRIP INFILL INSULATION TO MATCH SURFACE HEIGHT OF EXISTING ROOF MEMBRANE U (n cn s • � -• 8" 8' 8' 3 {°y 30• project # 11018 - DETAILS Co CO } a •p . q U CO (N) ROOF SEE STRUCTURAL FOR SEISMIC (E) ROOF SHEATHING Q SHEATHING WORK A8mO2 s� PARAPET DETAIL 1 Ro ilz5c) T/ SCALE:1 112'= 1'-0° ciG.0 I. GENERAL V. FRAMING LUMBER STRUCTURAL DRAWING INDEX jDa 1. THESE GENERAL NOTES APPLY, UNLESS SPECIFICALLY NOTED OTHERWISE. 20 MARCH, 2012 DRAWING LIST 1. ENGINEERED COMPOSITE LUMBER: nRCHlrecruRe . INTERIORS . PLANNING 2. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO THE BUILDING CODE REFERENCED iw UNDER THE HEADING"DESIGN CRITERIA". A. LAMINATED VENEER LUMBER (LVL): o 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION, UNLESS OTHERWISE NOTED. 1.) SIZES SHOWN ARE AS MANUFACTURED BY REDBUILT LLC. MATERIALS, FABRICATION, m 4. THE NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL NOTES AND HANDLING AND INSTALLATION SHALL BE PER ICC ESR 2993 AND MANUFACTURER'S WRITTEN TYPICAL DETAILS. X S1.0 STRUCTURAL NOTES a RECOMMENDATIONS. 5. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE REFERENCED IN X S2.1 ROOF FRAMING PLAN 2.) MODULUS OF ELASTICITY: E=2000 KSI. EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE 3.) BENDING STRENGTH: Fb=2900 PSI. X S3.1 STRUCTURAL DETAILS 0SHOWN. � 0 6. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING FEATURES AND CONDITIONS(DIMENSIONS, 4.) SHEAR STRENGTH: Fv=285 PSI. X S3.2 STRUCTURAL DETAILS 0 N 2. GLUE LAMINATED MEMBERS: X S3.3 STRUCTURAL DETAILS m c ELEVATIONS, ETC.)UPON WHICH THESE DRAWINGS RELY. THE EXISTING CONDITIONS SHOWN IN THESE 3 A. Fc=2300 PSI, Fb=2000 PSI, COMB 3.. D.FIR - o DRAWINGS ARE BASED ON LIMITED REVIEW OF AVAILABLE BUILDING DOCUMENTS AND/OR FIELD X C. MEMBERS SHALL BE FABRICATED WITH WATERPROOF ADHESIVE. m S3.4 STRUCTURAL DETAILS o cs OBSERVATIONS. IT IS RECOMMENDED THAT PRIOR TO BEGINNING OF THE WORK TO REINFORCE THE D. MEMBERS SHALL BE MANUFACTURED PER ANSI A190.1-CURRENT EDITION X S3.5 STRUCTURAL DETAILS d � WALL CONNECTION DETAILS SHOWN ON THESES DRAWINGS,THAT THE CONTRACTOR CREATE AN INSPECTION Q 3. STRUCTURAL SHEATHING: HOLE TO VERIFY WHETHER OR NOR THE EXISTING CONDITIONS OBSERVED MATCH THE CONDITON SHOWN ON A. ALL PANELS TO BE PLYWOOD OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE s g 3 THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IF THE EXISTING " In elfN CONDITIONS ARE NOT AS SHOWN IN THESE DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK. QUALITY TRADEMARK STAMP OF THE AMERICAN PLYWOOD ASSOCIATION". w 0 m 7. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS B. GRADES: w ti SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE 1.) ROOFS: w v , a. 5/8","C-D", STRUCTURAL 1, SPAN INDEX 40/20, EXPOSURE 1 y w PROCEEDING WITH THE WORK. w � 8. REFER TO ARCHITECTURAL PLANS FOR FINISH FLOOR ELEVATIONS, FLOOR DEPRESSIONS, OPENINGS, 3/4", "C-D", STRUCTURAL 1, SPAN INDEX 48/24, EXPOSURE 1 _ CO m SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, STAIR HANGERS, ETC. 3 REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SLEEVES, OPENINGS, AND HANGERS FOR PIPES, WHERE EXISITNG SHEATHING IS NOTED TO BE REMOVED &REPLACED THE REPLACEMENT Z v SHEATHING SHALL BE NEW&STRUCTURAL 1 GRADE TO MATCH THICKNESS OF THE EXISTING r DUCTS, AND EQUIPMENT. COORDINATE THESE ITEMS WITH STRUCTURAL WORK. PLYWOOD. O U' 9. DO NOT SCALE DRAWINGS.. 10. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PROVIDE PANEL EDGE SUPORT AT PANELS SPANNING 48". PANEL EDGE SUPPORT J o PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALL PROVIDE SHALL BE EDGE CLIPS AT 1/3 POINTS BETWEEN SUPPORTS. 0 " m ADEQUATE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL C. MINIMUM NAILING REQUIREMENTS: N SAFETY ORDINANCES. 1.) NAIL SIZE: USE 0.148" DIAMETER x 2 1/4"GUN NAIL, NOTED IN DRAWINGS AS 10d. m 11. THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. 2.) SPACING: SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS: THE METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE a. PANEL EDGES 6"OC. o THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. b. INTERIOR BEARINGS 1T OC. 12. SEE SPECIFICATIONS FOR LEED REQUIREMENTS AND GREEN BUILDING PRACTICES REQUIRED FOR THIS 3.) PROVIDE 2x SOLID BLOCKING PANEL EDGES WALL SHEATHING. PROJECT. 4.) SHEATHING FASTENERS SHALLL BE DRIVEN FLUSHH BUT SHALL NOT FRACTURE THE FACE PLY. 13. THIS PROJECT INCLUDES VOLUNTARY WORK TO UPGRADE THE LATERAL FORCE RESISTING SYSTEMS 5.) HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS. D OF THE EXISTING STRUCTURES. THE CURRENT BUILDING CODE WAS USED AS A GUIDE FOR THIS WORK. D. PANEL LAYOUT: HOWEVER, COMPLETE CONFORMANCE TO THE CODE IS NOT INTENDED. 1.) LONG DIMENSION OF PANEL PERPENDICULAR TO FRAMING MEMBERS, EXCEPT PANELS AT WALLS MAYBE INSTALLED ED WITH LONG DIMENSION PARALLEL TO STUDS. 2.) END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 FEET. II. DESIGN CRITERIA 3.) MINIMUM PANEL WIDTH SHALL BE 12". 4.) EDGES OF ALL PANELS LESS THAN 24"WIDE SHALL BE BACKED BY BLOCKING(2x4 MIN 1. BUILDING CODE: INTERNATIONAL BUILDING CODE(IBC)2009 EDITION SIZE). OREGON STRUCTURAL SPECIALITY CODE(OSSC)2010 EDITION. 4. JOIST HANGERS AND FRAMING CONNECTORS: 2. OCCUPANCY CATEGORY: III A. DETAILS ARE SHOWN WITH SIMPSON"STRONG-TIE"CONNECTORS. NAILING SHALL BE PER ICC 3. EARTHQUAKE DESIGN DATA: RESEARCH RECOMMENDATIONS TO ACHIEVE FULL ICC APPROVED LOADS. THE MAXIMUM GAP v : BETWEEN END OF JOIST AND FACE OF SUPPORTING MEMBER SHALL BE 1/8". WHERE CONNECTION IS SEISMIC IMPORTANCE FACTORI =1.25 SEISMIC DESIGN CATEGORY: NOT DETAILED, PROVIDE APPROPRIATE CONNECTOR PER MANUFACTURER'S RECOMMENDATION. C B. USE JOIST HANGERS PER THE FOLLOWING SCHEDULE, LINO: SITE CLASS: D. G BASIC SEISMIC RESISTING SYSTEM: CONCRETE SHEAR WALLS. FRAMING MEMBER, UNLESS OTHERWISE NOTED: c RESPONSE MODIFICATION FACTOR: R=4 1.) ROOF FRAMING MEMBERS: (FACE MOUNT TYPE HANGERS)........."U'SERIES DESIGN SPECTRAL RESPONSE ACCELERATION: C. SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND HAVE ICC APPROVED LOAD 1.) SHORT PERIOD: Sds=0.70. CAPACITIES EQUAL TO OR GREATER THAN THE SIMPSON"STRONG-TIE"CONNECTORS. n 1 2.) 1 SECOND PERIOD: Sd1 =0.39. D. HD GALVANIZED NAILS SHALL BE USED WHEN NAILING TO PRESSURE TREATED MEMBERS cn V SEISMIC RESPONSE COEFFICIENT: Cs=0.22. E. SIMPSON HANGERS AT PRESURE TREATED MEMBERS SHALL HAVE ZMAX COATING DESIGN BASE SHEAR: V=Cs TIMES W(W=BUILDING SEISMIC DEAD LOAD). ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE. III. STEEL VI. TESTING AND INSPECTION z1. ALL STRUCTURAL STEEL TO BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC 1. SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1704 OF OSSC REQUIRED FOR BUT NOT LIMITED TO: , , , ry rSPECIFICATIONS. LY 2. ALL WELDING SHALL CONFORM TO CURRENT AMERICAN WELDING SOCIETY STANDARDS AND TO BE A ADHESIVE, SCREW AND EXPANSION ANCHORS-PERIODIC r n PERFORMED BY CERTIFIED WELDERS. B. SHEATHING-PERIODIC. v 3. STEEL GRADES: C. STRUCTURAL WELDING(SHOP AND FIELD)-CONTINUOUS AT COMPLETE, PARTIAL,AND W A. W SHAPES: ASTM A 992. FILLET WELDS>5116', OTHERWISE PERIODIC u Q B. PLATES, OTHER SHAPES AND RODS: ASTM A 36. C. HOLLOW STRUCTURAL SECTIONS(HSS): ASTM A 500, GRADE B. 2. EACH CONTRACTOR RESPONSIBLE FOR THE INSTALLATION OF ITEMS NOTED IN ITEMS 1. A, 1.B AND 1.0 ' D. PIPE: ASTM A 53, GRADE B. SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER v E. BOLTS: PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S O 1.) ASTM A 325N FOR STEEL TO STEEL-STEEL CONNECTIONS. STATEMENT OF RESPONSIBILITY SHALL CONTAIN: 2.) ASTM A 307 FOR WOOD CONNECTIONS, A STANDARD WASHER IS REQUIRED UNDER BOLT HEAD OR O NUT BEARING ON WOOD. A ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE 4. ALL WELDING ELECTRODES SHALL BE E70XX, UNLESS OTHERWISE NOTED. STATEMENT OF SPECIAL INSPECTIONS A. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION, UNO. T B. ALL FILLET WELDS SHALL BE PER AISC. MINIMUM SIZES ARE BASED ON THICKNESS OF MATERIALS y JOINED, UNO. VII. STRUCTURAL OBSERVATION 5. LIGHT GAGE STEEL PLATES U CN A. MATERIAL SHALL COMPLY WITH: 1. THE OWNER SHALL EMPLOY THE ENGINEER RESPONSIBLE FOR THE STRUCTURAL DESIGN TO PERFORM 0 N N 1.) ASTM A 653 SS. STRUCTURAL OBSERVATION AS DEFINED IN IBC SECTION 1710. OBSERVED DEFICIENCIES SHALL 2.) W 2.) GRADE 33 FOR 33 AND 43 MIL MATERIAL. BE REPORTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR,CONTRACTOR AND THE BUILDING OFFICIAL THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES WHICH, Q TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. IV. POST-INSTALLED CONCRETE AND MASONRY ANCHORS 2. STRUCTURAL OBSERVATION SHALL BE PERFORMED FOR THE FOLLOWING CONSTRUCTION STAGES: V' -CID 2 1. INSTALLATION HOLES FOR POST-INSTALLED ANCHORS SHALL BE DRILLED WITH A ROTARY HAMMER OR A. PRIOR TO COVER OF: OTHER SUITABLE METHODS TO ENSURE THAT EXISTING REINFORCING IS NOT DAMAGED. ALL MISDRILLED 1) WALL FRAMING SYSTEMS uj OR UNACCEPTABLE HOLES SHALL NOT BE USED AND GROUTED SOLID. 2) FLOOR FRAMING SYSTEMS 2. SPECIAL INSPECTION AND ANCHOR TESTING: 3) ROOF FRAMING SYSTEMS Q A. SPECIAL INSPECTION IS REQUIRED UNLESS NOTED OTHERWISE. Q 1) DRILL-BIT COMPLIANCE WITH ANSI B94 12-1977, 2) CHECK HOLE DEPTH&CLEANLINESS, PRODUCT DESCRIPTION INCLUDING PRODUCT NAME, ROD Q W DIAMETER AND LENGTH. 3) VERIFY EPDXY/ADHESIVE EXPIRATION DATE. 4) VERIFY INSTALLATION AND IN-SERVICE TEMPERATURE REQUIREMENTS MEET MANUFACTURER'S G CURRENT ICC REPORT REQUIREMENTS. O O 5) CHECK ANCHOR INSTALLATION METHOD REQUIREMENTS WITH MANUFACTURER'S PUBLISHED C) CN O O INSTRUCTIONS AND THE CURRENT ICC REPORT. � B. PERFORM PULL-OUT OR TORQUE TEST WHERE SPECIFICALLY NOTED IN DRAWINGS. 3. ADHESIVE ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH CURRENT PRODUCT ICC REPORT. THE FOLLOWING EPDXIES ARE APPROVED: Q Cn � m A. DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT=8 DIAMETERS. ♦/n� 1) SET-XP EPDXY ADHESIVE AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR 2508 V (=> M M 2) HIT-HY150 SD MAX EPDXY ADHESIVE AS MANUFACTURED BY HILTI, INC., ICC-ES ESR 3013 LO (=Do O 5. EXPANSION ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH PRODUCT ICC REPORT. to LO LO THE FOLLOWING ANCHORS ARE APPROVED: � A. DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT=8 DIAMETERS. 1) STRONG-BOLT AS MANUFACTURED BY SIMPSON STRONG-TIE, ICC-ES ESR 3037. 2) KWIK BOLT TZ AS MANUFACTURED BY HILTI INC., ICC-ES ESR 1917 6. SCREW ANCHORS: INSTALLATION SHALL BE IN ACCORDANCE WITH CURRENT PRODUCT ICC REPORT. A. DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT=8 DIAMETERS UNLESS NOTED OTHERWISE. 1)TITEN HD ANCHOR AS MANUFACTURED BY SIMPSON STRONGTIE, ICC-ES ESR-2713. 2) HUS-EZ AS MANUFACTURED BY HILTI INC, ICC-ES ESR -3207 7. WHERE ANCHORS ARE INSTALLED IN CONTACT WITH WOOD FRAMING AN OVERSIZE WASHER IS REQUIRED AT EXPANSION ANCHORS IN ORDER TO ACHIEVE TORQUE REQUIRED BY THE ICC REPORT. THE WASHER SHALL BE OF SUFFICIENT SIZE TO PREVENT NOTICEABLE DEFORMATION OF WOOD FIBERS ON FACE OF MEMBER DUE TO TIGHTENING OF NUT.USE MINIMUM WASHER SIZE 1/4"X3"SQUARE. VERIFY REQUIRED WASHER SIZE PRIOR TO INSTALLATION. 5T RUCTU A4 % PROF�s � t5,3E T. OSP EXPIRATION DATE. 12 31 13 3t32o12. ND 1107 k e y p l a n phase BID SET date 20 MARCH, 2012 revisions project# ND1107 STRUCTURAL NOTES simo Ila ARCHITECTURE INTERIORS - PLANNING CL o F N r O 0 E j U 4 st g 3 S3.3 5 co it N 5 (E)GL 5 1/4X 9 5/8 S3.5 Lu Y 0 S3.2 6 (E)2X8 @ 16"OC S3.5 Lu w ON 5 (E)GL 5 1l4X 9 518 (E)2X8 @ 16"OC / o rn -� 67 (E)STL JOIST 6 \ N rL / rn-� o GIL I (E)GL 5 1/4X 9 5/8 S3.3 o 0 1959 uoi j mS3.5 f m 2x8 16 r 7 E STL JOIST 2x1 @16 14 @16 2x1 16 v S3.2 9 GL © ® (E)SJ20L08 O J �-•- 041 JI 1 U' 5 0 (9 (O GIL rn S3.2 N (E)SJ 20 L 08 w a 10 @16 2x10 @16 p L==1 1959 1968 ® N O -_.--- �� j� J GL ° ti 1 - O (E)SJ 20 L 08 w o O c @ El @� jS f 9 GL (E)SJ 20 L 08 S3.2 U - 195 5/8"PLYWOOD 011 IF r+jI (E)SJ 20 L 08 (E) SJ 20 L OB co8 ' M^ ^ 'S3.1 (E)SJ 20 L 08 (E)SJ 20 L 08 c/ ` V 5 V S3.2 S3.3 2x10 @16 2x14 16 (E)SJ 20 L 08 (E)SJ 20 L 08 &ZX @16 L- 8 S3.3 O R 2x8 @16 r' 24" J @32 2x10 @ 24 24" J 32� ------------ 6 E SJ44L19 E SJ 20L08 (E)SJ20L.08 W 1 S3.3 1 i OPE 5 (E)3"TECTUM S3.3 S3.4 ® OPEN $ S3.5 V 8 S3.3 (E)SJ20LOi (E)SJ20L08 _ ----- W (E)SJ44L19 S3.1 w 0 (E)GL7X275/83 (o S3.3 1 (E)SJ 20 L OS (E)SJ 20 L 08 112'� _0' V v@ m (E)SJ 20 L 08 (E)SJ 20 LOS S3.4 S3 4 a (0 X z x Iq E 4 4'-( (E)SJ 44 L 19 7 (E)SJ 20 L 08 (E)SJ 20 L 08 , O 10 J S3.2 w c7 (E) SJ 20 L 08 (E)SJ 20 L 08 i S3.2 (E)GL X 27 5/8 w (flJ (E)SJ 20 L 08 (E)SJ 20 L 08 O { , V N 00 (E)SJ 4 L 19 S3.3 v rn V) (E)SJ 20 L 08 9 O o O -- ---- ® c7 GL 1968 195 N (0 I ♦ ' - - 2 12 (E)STL GIRDER 4 11 I 9591 1 53.5 w CS3.1 J N fa S3. S3.1 j O i cm m co co ao m co ro m 7 E SJ 20 8 - I� ® t ujG 0 J J J J J J J d I I 6 -to -- �r1r - --o - - o - (N INIM I N 53.2 S .3 S3.4 ! 1964 1968 Q rn !r n cn o m m : n S3.2 2 N Q 1982 ? w w w ! w - ~ 1 1 S3.5 I S3.4 8'-0.. @1 - 5 1 18"TJL @24 '4'-a' 53.1 TY S 4 5 ' S3. W S 1 3.2 > ; N O N LV 311/2 51/2 ' L31 /2 -- ---------- ---- Q n L LVL31/2X12 d �' � -- � -� +LV 3ry 1/2X41/4 9 6 3 J �1'� 0 S1. - - - - - - - �' S3.3 S3.5 V r L _ �_ L0 O O 14 O M M to LO LO BEGIN PLYWOOD&LVL 5 6 LAYOUT AT INSIDE CORNER E 48"S GIRDER ° i; f S3.5 S3.5 4"' "- OF CONC WALL--VERIFY OVERALL DIMS TO PRIOR 1 " I - _ _ 8 i 2 TO BEGINNING . 3/4"PLYWOOD S3.1 p „ 3 TYP S3.5 (E)W228 BULB TEE' S3.1 [ i (E)20' TJ @24 E)2x @2 @32"OC 0 2 o E 49'STGIRDER W/2 1/2"TECTUM ya o v .l ECKING v n- 6 ------ ----- rL 6 X� XmX j _- --------- �N N E--0 _ ------ TY P S3.1 o Ln E 48"STL GIRDER \� 2 N I it a 8X 53.1 47'-11 1/T 1/2 0" - - - _ �. ( SiRLICPRO 4 GIN 6 a rl S61 ® N / ® 5,386 J - - --- x (E)48"ST GIRDER TYPIC L - - -- - - - - - - - - - NEW PLYWOOD (E)PLYWOOD /N T. O�P� 4 q (4) RO SBLKG - - - - - - - - - - - - - 1 @PER METER WALLS - - - - - - - - - - - - - - 10d G'OC 53.2 ( - - - - - - - - - - - - - @ EXPIRATION CATS 12 31-i moo, S3.1 CONTIN 4"X20GA PLATE ND1107 LVL 31!2X5 1/2 TY k eI a n 10 (2)LVL 1 3/4X5 1/2 @ 48"OC 1 - Y P 53.1 S3.1 TYP s3.5 tr(� phase BID SET O E 3"TECTUM 2 2 ADDED LVL 1 1/2X- �� (E)2X JOIST S3.2 M E 4x TMP'-0 M S3.2 v datel 20 MARCH, 2012 m X co X revisions LEGEND 2 TYPICAL PLYWOOD JOINT w w w 1 WOOD WALL Oman} CONCRETE WALL SJ STEEL JOIST TJ TRUS JOIST 4 S3.2 N ROOF FRAMING PLAN project# ND1107 ROOF FRAMING PLAN S2ml w (E)2 10 TECTUM ROOF DECK " (E)21/2"TECTUM ROOF DECK BULB TEES @ 3TOC io o (E)PLYWOOD (E)3X6 W (E)GROUTED JOINT (E)3X6 (E)2X4�16"OC (E)PLYWOOD (E)21/2"TECTUM ROOF DECK Lu (E)2X4 @16 BULB TEES @ 32"OC (E)2X6 @16 - — — ---- - j - - -- — E 20 TJ -- - Oa (E)GUTTER 4.. - O (E)BULB TEES 3T+/_OC (E)GUTTER 6' I ARCHITECTURE INTERIORS - PLANNING (E)2X10 @ 16OC 1 (E)8"CONC WALL (E)10 125.4 17-6"OC a (E)2X8 PLATE (E)8"CONC WALL (E)8"CONC WALL I (E)2X4 PLATES 1/T 0 ANCHOR BOLTS 4'0 OC o 0 0 W/(E) 1/2"0 ANCHOR BOLTS 4'-0"OC ! (E)6'CONC WALL 0 (E)2X4 STUD WALL o � z � I_ EXISTING EXISTING EXISTING w rn EXISTING Y a w U Lu w Y o Z U n O O � N o N u> J ^ � CUT(E)TECTUM DECKING REMOVE&REPLACE O REMOVE(E)BULB TEE (E)PLYWOOD J N GL 5 1/8 X VERIFY J o BLOCKING 10d @4-OC 10d @ 4"OC PLYWOOD JOINT LVL 3 1/2X4 1/4 CONTIN p p 1/4"0X8 SDS SCREWS @ 10"OC 10d @ 4"OC PLYWOOD JOINT LVL 1 3/4X5 1/2 BLKG (PRE DRILL LVL) 10d @ 6"OC - ' @ 4'-0"OC 3/4"PLYWOOD -- \� 10d @ 4"OC 3/q"PLYWOOD 10d @ 4"OC LVL 2 112 X 3 1/2 BLOCKING 10d @410C I MIN' LVL 1 3/4X51/2 @ 4'-0"OC 3/4" PLYWOOD 4: I -- - -------- T s r-- - __ --I TYP JOIST SPACE (3)164 1/7 CLR FRAMING CLIP 1/2 0 SCREW ANCHORS�� 16"OC j LVL 1 314X5 1/2 SIMPSON L30 CENTERED EA JOIST SPACE @ 4'-0"OC ELEVATION Ccs GL BLOCKING 3"EMBEDMENT i ~y o� 16d @8"OC LVL 1 3/4X5 1/2 I LVL 31/2X5 112 CONT i SIMPSON L50 @ 4'-0"OC I i 7N10 NAILS LVL 31/2X8 CONT 5 100'-0"+/_ - - EA JOIST SPACE (25 @ 4'-0") LVL 3 1/2X12 SIMPSON L50+L30 V' L3X3X3/16 CONTIN I I L3X3X3/16 CONTIN 100'-0"+/- -- 1/4"0X2 1/2 SDS SCREWS @10"OC LVL W/ L3X3X3/16 CONTIN 1/4"0X2 1/2 SDS SCREW @ 10"OC TO LVL (12.5 @ V-0") W 1/2"0X5 SCREW ANCHORS @ 20"OC 1/4"0X2 12 SDS SCREW 10 OC TO LVL i AT(E)2X8 PLATE 11T0X5 SCREW ANCHORS @20"OC TO CONC @ 1/7'0X6 SCREW ANCHORS @ 4'-0"OC V 1/2"0X5 SCREW ANCHORS @20"OC TO CONC 1 LOCATE MIDWAY BETWEEN JOIST CONNECTION (E)ANCHOR BOLTS J I— Q U DECKING EDGE DETAILS DECKING EDGE DETAILS DECKING EDGE DETAILS REMOVE&REPLACE REMOVE&REPLACE O 3/4" = 1'-0" � 3/4" = 1'-0" 3 3/4" - 1'-0" Z 10d@6"OC (E)PLYWOOD (E)PLYWOOD 2'-U'± uj EA JOIST SPACE m `+ (2) SIMPSON 1/4"0 X6' 3DS SCREWS (E)TECTUM DECK �W/ (E)10125.4 TYP EA SIDE @ 4'-0"OC 1 EA JOIST SPACE I 500 0/16 X SIO (2)SIMPSON 1/4"0X5'S�S SCREWS i ( W/5' EXPANSION ANCHOR J - y�1 W/5"EMBEDMENT Z O o GIRT HSS 12X4X1/4 EA JOIST SPACE p EA JOIST SPACE - LVL &SIMPSON LPT4 3 SIDES DECK TECTUM J N BLOCKING LVL 2 1/2X5 1/2 BLOCKING &SIMPSON L30 (E)8"CONC WALL 1/4 2 8 5 N 1/4 3 O (v NOTE: INSTALL L30 BEFORE LVL 4 1/4 V 2 A O 07 ( (E)5'CONC WALL I ( L4X3X5/16X1'-8 r _� (3)5/8"0 EXPANSION ANCHORS W/4" EMBEDMENTI{I I (E)STEEL GIRDER /'/^� V/ • ' t4 SECTION i GIRT HSS 12X4X1/4 W J WALL ANCHORAGE DETAILS CONNECTION E BEAM GIRT CONNECTION ( � � 5 J T: S3.1 Q 3/4 CC o o W 1 I Q Q �O N 9" (E)5/15'GIRDER WEB I j 5 (E)2X BLOCKING I _ (E)SHEATHING T L9 < CIO� m (E)SHEATHING (� (E)2X4 @16 (E)2X4 PLATES ! C "^J {E)2X6 @16 fn v (E) 1/2"0 ANCHOR BOLTS @ 4'-0 (E)2X12 @16 (E)PILASTER O O I L3X3 1/2X1/4 X 1'-0" � � � CO lf� LO -- { (4)5/8"0 BOLTS «� - 11/16 I I i ------------ (E)_ I TTED 0 8"CONC WALL BE (E)2X4 @16 --"--" ACE OF TUBE (E) 1X4 FURRING& (E)8"CONC WALL (E)8" CONC WALL ACCOUSTICAL TILES (E)2X4 PLATES W/(E)1/2"OANCHOR BOLTS @4'-0"OC ; PLAN VIEW GIRT CONNECTION EXISTING EXISTING sjRUCTUF?AC �Ep PROFFf AGI NkLrR `r/Oy9 EA JOIST SPACE 10d @ 6"OC SIMPSON LPT4 BLOCKING-SEE PLAN 16 GA Z CLIP WHERE OCCURS W/5/37'0 HOLES \� LVL 1 3/4X51/2 @ 4'-0"OC FOR N8 NAILS `ry REMOVE&REPLACE LVL 2 1/2X3 112 BLOCKING SIMPSON L30 EA JOIST SPACE (E)PLYWOOD 2'-U'± INSTALL BEFORE LVL (E)2 1/7'TECTUM DECK EXPIRATION DATE: 12 31 13 + +; -- -- - - -- - - - - -- ND1 i07 -- - 6 - -- (E)6'CONC WALL k e y p l a n TYP @ EA JOIST " -- (E)ROOF SYSTEM LVL 1 3/4X5 12 @ 4'-0 OC SPACE FRAMING CLIP (3) 16d LVL 21/2X11 1/2 2 1/T TECTUM DECK BLOCKING VERIFY DEPTH BULB TEES @ 3T OC phase BID SET - SIMPSON A34 i SECTION A-A JOIST CONNECTION �/` NOTE: CONTRACTOR TO INSPECT GROUT AROUND BULB TEES. THE JOINT BETWEEN THE TECTUM TILES GIRT HSS12X4X1/4 date 20 MARCH, 2012 SECTION SHALL BE COMPLETELY FILLED WITH GROUT AND THE GROUT SHALL BE SOLID AND NOT CRUMBLING. JOINTS j THAT ARE NOT PROPERLY FILLED SHALL BE CLEANED AND FILLED WITH FIVE STAR EZ-CURE GROUT i feVISI0i1S (E)ROOF SYSTEM 2 12"TECTUM DECK WJ •••^•• 10d @ 6"OC REMOVE&REPLACE BULB TEES @ 37'OC 1/4"0 X6 SDS SCREWS @ 24"OC o 0 (E)PLYWOOD 2'4't A REMOVE&REPLACE 10d 3/4"PLYWOOD TYPICAL PREDRILL TOP (E)PLYWOOD PIECE LVL 1/4"DIA 'r-------------- (E) ----------- + + ( L3X3 1/2X1/4 X V-0" (3) 16d MIN (2)5/5'0 BOLTS LVL 2 1/2X3 1/2 BLOCKING LVL 21!2X512 BLOCKING EA JOIST SPACE L30 i } (2)5/8"0 EXPANSION ANCHOR &SIMPSON L30 &SIMPSON L30 -_ —_— I A WI 5'EMBEDMENT __ --___ 3z"Oc+/- 32"oc+/- project# ND1107 EA JOIST SPACE (E)8"CONC WALL STRUCTURAL NOTE: INSTALL L30 BEFORE LVL SIMPSON L30 SRUCT URAL DETAILS 12"0 SCREW ANCHORS @ 16'OC ( LVL 1 314X5 12 @ 4'-0"OC FASTEN LVL TO BOTTOM FLANGE OF BULB TEE CENTERED IN EA JOISTSPACE 3"EMBEDMENT 1^ 1 3/4"MIN/7' MAX W/(2) 12-24 X 2 3/4"PHILIPS FLAT HD SCREW(EDT282)BY ELCO INDUSTRIES SECTION SECTION CcD OUTLOOKER/JOIST WALL ANCHORAGE DETAILS S3l WALL ANCHORAGE DETAILS 4 DECOKING DETAILS � GIT o CONNECTION ■ 314 - 1 -0 8 „ _ 3/4 - 1 0 (E)2X8 PLATE (E)8"CONC WALL 5/8"0 ANCHOR_ BOLTS @ 4'-0 OC (E)3X8 CONT (E)3"TECTUM I (E)3"TECTUMr (E)8"CONC WALL (E)&'TECTUM (E)PLYWD -i\\ - (E)3"TECTUM (E)4X12@4'-0 E)2X4@16 (E)4X12@4'-0 (E)4X12@4'-0OC (E)4X12@4'-0 ARCHITECTURE + INTERIORS + PLANNING ljoa i o v N i (E)3X8 BLOCKING m o � g s j - (E)4X12 LEDGER+PLYWOOD - - - - (E)4X12 LEDGER+PLYWOOD (E)8"CONC WALL (E)4X12 LEDGER w a 3/4"0 ANCHOR BOLTS @4'-0 OC 314"0 ANCHOR BOLTS @ 2'-0 OC 3/4"0 ANCHOR BOLTS @4'-0 OC (E)4X12 LEDGER Y w a 3/4"0 ANCHOR BOLTS @ 2'-0"OC w i w ti Lu r (E)8"CONC WALL ( 0 Q J r � O o EXISTING EXISTING EXISTING EXISTING J N co J M Q N W I � N x ' V % I u 0 u j I g I -� �// { — + + Z LL �/ + + - - W fh t0 W ♦�♦ ♦ c) ANCHORS 3 I V @48"OC S3.2 A 48'0C S 53.2 ANCHORS 3 ANCHORS 1 @48"OC S3.2 Z O @ 048"OC S3.2 i O p U WALL ANCHORAGE DETAILS WALL ANCHORAGE DETAILS WA3!4 LL ANCHORAGE DETAILS WALL ANCHORAGE DETAILS O _ - 1 0 ( 23/4" = 1'-0" Z O W < !— 0 N Q c- c- (E) (E)4X PURLIN � ti 1 rn } W N O N (E)PLYWOOD 13/4X31 LVL BLOCKING SIMPSON L30 W/N10 NAILS ` � (E)2X4 @ 16"OC (E)2X8 PLATE W/(2)3/8"0 X5 SCREW ANCHORS r Q 1/2 0 ANCHOR BOLTS @ 4-9-OC TYP EA JOIST SPACE (E)2X4 LLiLL (E)2X10 BLOCKING � - ' J p co M — ------ (E)4X LEDGER (E)4X PURLIN i ! i —___.- ._._-_.— _� __. Q � � 30#BLDG PAPER --- - C C:) O O (E)2X10 16"OC BETWEEN CONCRETE @ &LVL COUPLING NUT to L L (E)2X JOIST ; ( (E)8"CONCRETE BEAM I (E)4X LEDGER t7 �� — _ I• I w (E)4X10 i — --- - — { ' (E)8"CONCRETE (E)JOIST HANGER (E)2X8 BLOCKING WN10SIMPSON/ NAILSLS O L30 - co (E)2X10 @16 OC WN10 w j --- - -- ----- CI j (E) INSULATION wrol ao — w (E)SUSPENDED (E)GYP BOARD CEILING &ACOUSTIC TILE 5/8"0 EPDXY ANCHOR W/ TYPICAL LVL 3 1/2X9112 BLKG I - - 5"EMBEDMENT W/U410 JOIST HANGERS . (E)LEDGER ANGLE -- - -- (E)2X JOIST gSRTA (E)4X PURLIN � PROFFf EXISTING EXISTING PLAN PLAN PLAN GINEE� ala v t5,38R � E T. DSP EXPIRATION DATE. 12 31 13 ND1107 k e y p l a n FASTEN EA JOIST TO 2X8 PLATE W/SIMPSON L50 - REMOVE&REPLACE(E)PLYWOODj 1 1/2 x 22GA SHEET METAL STRIP (E)TECTUM DECK 2'_8" phase BID SET 3'-0"t REMOVE&REPLACE 4'-0"REMOVE&REPLACE ! 30d @ 4"OC PL WASHER 318X3"SQ 2'�^ PL WASHER 3/8X3 SQ 2112X3 1/2 LVL BLKG (OR 1/4"0X4 1/2 SDS SCREWS @4"OC) 1'-4" (E)TECTUM DECK (E)PLYWOOD FASTEN TO 2X8 PLATE W/ (E)PLYWOOD 10d @ 6 1'-4" (E)PLYWOOD I SIMPSON L50 date 20 MARCH, 2012 _ - - - --- -- -- + 014 PL 383SQ WASHER + + w reVISI0f1S _ + + i + + i� CJ + + d r �I 9 + + -�� I 518"0 EPDXY ANCHOR _—____. _____-___.—_ 5/9'0 EPDXY ANCHOR w w LO a> — W/5"EMBEDMENT W/5"EMBEDMENT I 5/9'0 EPDXY ANCHOR 100 SCREW ANCHORS @ LVL 3 1/2X31/2 W/5"EMBEDMENT LVL 3 1/2X5 112 48"OC l LOCATE MIDWAY BETWEEN FIELD VERIFY FIELD VERIFY (E)ANCHOR BOLTS ------ ------- --- 5/8"0 ROD W/ LVL 1 3/4X71/4 X 1' 4 7.,80 ROD LVL 1 3!4X7 1/4 X 1' 4 7t+ + i COUPLING NUT (4) 1/4"0X3 112 SDS SCREWS W/COUPLING NUT (4) 1/4'0X3 1/2 SDS SCREWS I _ -- -- i (E)8"CMU WALL (E)8"CMU WALL ANCHORS 5 - project# ND1107 ANCHORS 5 @48"OC 53.2 STRUCTURAL DETAILS WALL ANCHORAGE DETAILS WALL ANCHORAGE DETAILS ��314— WALL ANCHORAGE DETAILS WALL ANCHORAGE DETAILS WALo ANCHORAGE DETAILS3/4 - 1 0 3/4 - 1 -0 -0 �V-0 S3m2 (E)2X4 BLKG (E)2X8 PLATE (E)2X PLATE (E)PLYWOOD (E) 1/T'0 ANCHOR BOLT @4'-0 ON TOP OFjDa (E)STEEL JOIST (E)2X6 @16 (E)PLYWOOD (E)PLYWOOD (E)3"TECTUM (E)DBL 2X6 (E)CEILING (E)2X8 @16 (E)2X6 @16 ARCHITECTURE +INTERIORS + PLANNING (E)2X4 @16 (E)2X4 @16 (E)2X4 @16 a i I � (E)8"CONC (' WALL — - Ir o (E)8"CONC WALL (E)2X4 PLATES (E)& CONC WALL (E)2X4 PLATES W/(E) 100 ANCHOR BOLTS @ 4'-0"OC W/(E) 1!2"0 ANCHOR BOLTS @ 4-0"OC 3 SJ m o - U 3 I Ll ' g i m � W O rn ^, CL EXISTING EXISTING EXISTING w v a EXISTING w Y O VERIFY OZ REMOVE&REPLACE(E)PLYWOOD m ai o co 10d @ 4"OC 10d @ 4"OC EA JOIST SIMPSON L50 J N EA JOIST SPACE (3) 10d REMOVE&REPLACE BLOCKING LVL 21/2 X 3 1/2 REMOVE&REPLACE j SIMPSON L50 (E)PLYWOOD 2'-0"t (E)PLYWOOD 2'-9'* + +j i 1 j I : j ! TYP @ EA JOIST SPACE j (3) 16d TYP @ EA JOIST SPACE (3)16d LVL 1 12X 5 112 SIMPSON L30 SIMPSON L30 16d @ 8"OC 5/8"0 SCREW ANCHORS @ 4'-0"OC (STAGGERED) LOCATE MIDWAY BETWEEN I 12"0 SCREW ANCHORS @ 16"OC (E)ANCHOR BOLTS CENTERED IN EA JOISTSPACE-3"EMBEDMENT 1/2"0 SCREW ANCHORS @ 16"OC V CENTERED IN EA JOISTSPACE-3"EMBEDMENT 5� I SECTION JOIST CONNECTION JOIST CONNECTION JOIST CONNECTION y M uj N SIMPSON L50 EA J I— JOIST SPACE f l Q V (3) 10d EA JOIST SPACE (2)SIMPSON TB1460S SCREWS PL 3X20 GA 2 SPACES A EA JOIST SPACE LVL 1 12X5 1/2 BLOCKING 10d @ 6'OC REMOVE&REPLACE 10d @ 6-OC REMOVE&REPLACE 30d @ 4"OC LVL 312X7 1/4 BLKG& W (E)PLYWOOD 2'-O"± (E)PLYWOOD 2'-0"t (OR 1/4X4 1/2 SDS SCREWS @ 4"OC) SIMPSON U48 HANGER U) W rN 77 il Z A LVL 2 1/2X3 12 BLOCKING LVL 2 1/2X7 12 BLOCKING LVL 2 12X3 112 BLOCKING i LVL 2 1!2X51!2 BLOCKING O &SIMPSON LPT4 &SIMPSON LPT4 &SIMPSON LPT4 I &SIMPSON LPT4 O v(31DS 1/4X312 (1)SDS 1/4X3 1/2 T - --- SECTION A-A � � J Z (E)SJ TOP CHORD i NOTE: INSTALL NOTE: INSTALL LPT4 BEFORE LVL I SIMPSON HTT5 (4)SDS 1/4X31/2 O 1 L30 BEFORE LVL v (10)- N10 NAILS CV 6'EMB DMENTION ANCHOR LVL 1 3/4x51/2 O cn N t• i SECTION CcD (E) SJ SECTION ECTION SECTION V Z O $ 3WALo ANCHORAGE DETAILS 6WALoL ANCHORAGE DETAILS 4-33 2-33 v� �- 2 4 3/4' = 1'-0" 2 3/4" = V-9' W 2 (E)2X PLATE (E) PLYWOOD >Q (E)PLYWOOD TOP OF (E)2X8 PLATE (E)STEELJOIST ; Q Q 112"0 ANCHOR BOLTS @ 4'OC (E)2X6 @16 (E)2X8 @ 16"OC � 191uj O ---- - -- -- ----- ' N O O (E)2X8@ 16'OC p f _ - 0 N� CD O O LCL Lo Lo --_ (E)SJ @ 17'OC (E)8"CONC WALL (E)STEEL JOIST @ 12-OC t 2X4 (E)8"CMU WALL i EXISTING EXISTING 4'-0"OC SIMPSON L50 —�- EA JOIST SPACE(2) 1O 1 1/4"HOLE FOR 518"0 ROD EA JOIST SPACE B 10d@6'OC TYP (E)2X8 PLATE LVL 1 12x5 112 5/8"0 ANCHOR BOLT @ 4'-0 OC 2'-8" 10d @6'OC B LVL 1 1/2x5 1/2 I (E)2X8 PLATE TYP _ _ 5/8"0 AS @ 4'-0 OC _ All (E)3" (E)PLYWOOD TECTUM (E)PLYWD (E)3"TECTUM SSRUCTUpAC + + j (E)2X4@16 (E)4X8 @ 4'-0 (E)2X4@16 (E)4X8 @ 4'-0 PROfFf ° 8 L3X3X1/4X1'-0" � � .388 TYP @ EA JOIST " 5/8"0 ROD & B SIM — SIMPSON L50 COUPLING NUTS 5 518"EPDXY ANCHOR & CU LVL 1 1/2x51/2 SECTION B-B S3.2 COUPLING NUT(S) 12"0 SCREW ANCHOR @ (� -- SIM 5 16d @8"OC i O� EP 16"OC CENTERED EA S3.2 @32-OC L3X3X1/4X1'-U' j j 17t JOIST SPACE I (E)3X8 BLOCKING @32"OC i (E)3X8 BLOCKING EXPIRATION DATE 12 37 13 3E4'0 AS @)4X12 PC-'0 OC (E)8"CONC WALL ND1107 (E)8"CONC WALL i 3/4"0 AS @ 2'-0 OC LEDGERER BLOCKING LVL 1 1/2x7 1/4 1 SECTION BETWEEN SJ W/SIMPSON L50&N10 NAILS SECTION k e y p I a n (NOTE: INSTALL L50 BEFORE BLOCKING)- EXISTING EXISTING REMOVE&REPLACE(E) PLYWOOD phase BID SET REMOVE&REPLACE(E)PLYWOOD (3) 10d EA JOIST SPACE 6 JOIST SPACES-8'-0"MAX 6 JOIST SPACES-8'-0"MAX A i LVL 1 3/4X51/2 (6)1/4x4 12"0 SDS SCREWS date 20 MARCH, 2012 A revisions dab ------- ------- i \ EA JOIST SPACE (2)SIMPSON ! 5 @ 4" 4" SIMPSON L50A TB1460S i EA SIDE ANCHORS @ EA 08 TYP @ EA 4X8 SIMPON SECTION A-A S3.3 (10)N1S 0NAI SS I (E)8 CMU WALL (E)5J V (1)5/8"EXPANSION ANCHOR project# ND1107 5"EMBEDMENT SECTION STRUCTURAL DETAILS DETAILS A- (E) STEEL JOIST SECTION DETAILS I(ca (E) STEEL JOIST 5WALL ANCHORAGE DETAILS WALL ANCHORAGE DETAILS " - 11-9. ' O" WALL ANCHORAGE DETAILS WA3/ S3m3 ANCHORAGE DETAILS ( (E)PLYWOOD E)PLYWOOD i _ I ! (E)2X4 @15'OC (E)2X4 OULOOKER @15'O (E)2X10@16 lea (E)SHEATHING -- --- !L,�, ARCHITECTURE + INTERIORS - PLANNING (E)2X4 PLATES (E) 1/2'0 ANCHOR BOLTS @4'-0 (E)2X10 @16 I 'A - �I (E)8"CONCWALL I 'rL _ a (E)2X4 CRIPPLE WALL j I o (E)2X8 PLATE (E)CEILING p E - (E)5/8"0 ANCHOR BOLT @4'-0 o 0 (E)2X @16 m I (E) 1X4 FURRING& - I ACCOUSTICAL TILES (E)8"CONIC WALL z 3 j (E)8"CONC WALL S ce w rn (E)2X10 @16.00Lu I 1 U a 1 --/�— EXISTING wLu t (E)GYP BOARD I &ACOUSTIC TILE EXISTING z v ¢ of rn EXISTING o N J N J M M 10d@G'OC REMOVE&REPLACE BLOCKING LVL 2 1/2X3 1/2 (E)PLYWOOD 10d@4"OC REMOVE&REPLACE PLYWOOD EA JOIST SPACE VERIFY-T-0 MIN/8'-0 MAX LVL 2 1/'2X31/2 BLOCKING REMOVE&REPLACE(E)PLYWOOD 10d @ 4"OC 10d @ 5'OC EA JOIST SPACE (1)SIMPSON 250 SIMPSON LPT4 -- -- ---- -- U I i S - _ - - - -- - SIMPSON L50 . LVL 2 1/2X9 112 EA SIDE JOIST SPACE INSTALL --` ` -1�------ Y L BLOCKING-VERIFY DEPTH PRIOR TO LVL BLOCKING v- -� SIMPSON-L30 @ EA JOIST LVL 1 1/2X5 1/2 CONTIN W SECTION 16d @ 6"OC(STAGGERED) N LVL 1 1/2X3 1/2 CONTAIN 100 SCREW ANCHORS @ 4'-0"OC (30#BLDG PAPER BETWEEN LVL&FC CONCRETE) ' 1 + + Ldp REMOVE&REPLACE + + (E)PLYwooD SECTIONuj G U) 5 @6$ OC + + + + W S3.2 (4) 16d MIN SIMPSON L30 EA SIDE ZV �— 112'0 SCREW ANCHORS@ 16"OC 7MIN/Z' MAX PSON 230 O -CENTERED IN EA JOISTSPACE SIDE O 3"EMBEDMENT � �' I � i II II SECTION 13/4" SECTION 0 OUTLOOKER/JOIST FC(E)2X4 j Q U N CLBLOCKING - - - -----I jEl rn CN &PLYWOOD JOINT I �+ / m O WALL ANCHORAGE DETAILS WALL ANCHORAGE DETAILS I BLOCKING@ Z Z o 5 3/4" = 1'-0" 3/4" PLYWOOD JOINTS - - - Q "- -- -- ---! ! � I� c W H ai D Q (E)20"TJ - ... -- a� (E)2X10 @ 16"OC ADDED 2X4 ALONG SIDE EA (E)PLYWOOD c (E)2X4 NAIL W/4-16d (E)PLYWOOD04 lI 0 CD O M M LO O O 75 - -� (E)2X4 @ 15'OC .�,(E)PLYWOOD PLAN __.�_ .._ 4",— ��_�___"_ I j { kl ! I� (E)2X6 STUD WALL I I W/GYP BOARD (� SIMPSON L50 EA SIDE 2 ROWS 10d 4"OC @ PLYWOOD JOINTS 10d 4"OC @ EA 2X4 OUTLOOKER 10d @ 4"OC i i I L I ( 3/4"0 SCREW ANCHORa PI FtUCTU ! i—__-----.-- —___--- _-- - @ 15'OC APROX 3"FROM L 12X301D/2 BLOCKING( ) CKING FLAT JOINTS SZ RA( 3 1R MIN W!SIMPSON Z2 CLIPS �� PROF�f EXISTING EA 2X4OUTLOOKER 4 MAX GIN r0 (E)2X14 @15'OC (E)GYP BOARD I s 9 I &ACOUSTIC TILE i EXISITNG T. O� SECTION Coil OUTLOOKERS EXPIRATION DATE: 12 31 13 BLOCKING EA SIDE ND1107 LVL 1 1!2"X9 1l2" (DEPTH TO MATCH(E)JOIST) k 0 y p I a n REMOVE&REPLACE(E)PLYWOOD (1)SIMPSON 270 SIMPSON 250 @ 24"OC EA JOIST SPACE phase BID SET TYPICAL 10d @ 6'OC 10d 4"OC 1/4"0X3 1/2 SDS SCREWS j @ 15'OC A 10d 4"OC (2)16d EA SIDE date 20 MARCH, 2012 __ - revisions LVL 1 1/'1X31!2 CONTIN 16d @ 8"OC ff l � LVL 1 1/2X71/4 FLAT&LVL 1 1/1X3 1/2 LEDGER W/ 112"0 SCREW ANCHOR @ 4'-0"OC - - --------------_-__— -- (30#BLDG PAPER BETWEEN LVL&FC CONCRETE) ( (2)SIMPSON TN1460S A EA JOIST SPACE (E)TRUSS TOP CHORD k I I (E)2X12 CONT SECTION A-A Lvi project# ND1107 L- SECTION 0 TRUSSES STRUCTURAL DETAILS SECTION WALL ANCHORAGE DETAILS WALL ANCHORAGE DETAILS WALL ANCHORAGE DETAILS 3/4" = 1'-0" 2 3/4" = 1'-0" 3/4„ _ — 1 0 S3m4 jDa (E)PLYWOOD (E)2X4 (E)PLYWOOD 5/8"0 ANCHOR BLOT@4'-0 (E)24"TJ @3T OC (E)2X4LEDGER8 PLATE BLKG ARCHITECTURE + INTERIORS + PLANNING (E)34'TJ (E)TJ @ 24"OC (E)2X4 CONT ' (E)PLYWOOD - I ! 0 r` O rn � m O (E)2X6 LEDGER (E)8"CONC WALL (E)2X4@16 16d @ 6"OC j st 5 ---------- 0 � — W h rn Y rn (E)8"CONC WALL CE53 I I (E)4X10 LEDGER W d tz w 5/8"0 ANCHOR BOLT @4'-0 OC W w N ' -------- ---- --- Z U y oa N -- - (E) 1x4 @12'OC (E)8"CONC ACOUSTICAL TILE co (E)CEILING INSULATION WALL EXISTING J o 0 m J N J a> EXISTING EXISTING 0 REMOVE&REPLACE U REMOVE&REPLACE (E)PLYWOOD 5� (E)PLYWOOD 6'-U'± (3) 10d EA SPACE 2'-0" 10d @ 6"OC ` 10d@6"OCco 8'-0" REMOVE& REPLACE(E) PLYWOOD (6) 10d 10d 6"OC T -.�- LVL 1 1/2X5 1/2 BLOCKING NAILEA- LVL 1 1/2X3 112 BLOCKING Wf(2)) 1 1M 6d TYPICAL SIMPSON W CN LTT19 W/6-N10 NAILS ------- - ----- TYPICAL LVL - -- --- J 10d @ 6"OC 1 3/4X16 @ 4'-0"OC 10d @ 6"OC OC 5/8"0 BOLT 10d @ 4"OC TYP EA JOIST SPACE 10d @ 4" Q U 2-16d TYP LVL 1 1/2X3 1/2 i r LVL 2 112X31/2 LEDGER W/ BLOCKING(3) 16d 30#BLDG PAPER AGAINST 3112"MIN FACE OF CONCRETE 4 1/2' MAX W �' I CC fn W c 2-16d TN TYP SIMPSON 3/4"0 SCREW ANCHORS @ 24" A/ HU7 HANGER LVL 3 112X3 12 24"OC I BETWEEN^(E)TRUSS JOIST ENT LOCATE DWAY Li 5/8"0 EPDXY ANCHORS 4'-0"OC @ LVL 1 1/2X7 1/4 FLAT EA SIDE I @ O 5"EMBEDMENT i SIMPSON Z 44 CLIPS LVL 1 1/2X51/2 FLAT BLOCKING @ 24"OC O \ \ SIMPSON Z 2 CLIPS SECTION 0 TRUSSES I TYP @ EA LVL SIMPSON LTT20B T ---/,- 4X6 LEDGER&PLYWOOD(MATCH EXISTING) (1) 518"0 EXPANSION ANCHOR y 5/8"0 SCREW ANCHORS @ 4'-0"OC 4" W/5" EMBEDMENT ! , EMBEDMENTNOTE: 16d= 16d SINKER 112d COMMON O f1J � WALL ANCHORAGE DETAIL ECTION TRUSS WALL AN'��7i011'� ��'ETAILS WALL ANCHORAGE DETAILS _ � I` 72 W < H (E)34"TJ 0 QQ (E)2X8 PLATE Q (E)2X BLOCKING 1/7'0 ANCHOR BOLT @ 4'-0 (E)PLYWOOD E 2X8 PLATE E)2X10 @ 16"OC (E)PLYWOOD ( ) ( 117'0 ANCHOR BOLT @ 4'-0 O )2X8 PLATE 5!8"AN BOLTS @ 4'-d'OC (E)2X4 CONT (E)2X4 @ 16"OC @ - W Q O O J (E)PLYWOOD - -- _ Q O CV I O O �/ ! I ry j ' ♦^ C O co co _-. (E) LATHE&PLASTER I ! I CLO Lo Lo f (E)8"CONC WALL ! v (E)8"CONC WALL (E)8"CONC WALL _ �i -- ------_� (E) CEILING q EXISTING EXISTING I 3X20 GA PLATE y� (E)CEILING INSULATION (3) 10d EA SPACE EXISTING EA SIDE SIMPSON L30 10d 6"OC TYP EA SIDE SIMPSON L50 (6) 10d (6) 10d (3) 10d EA SPACE 3X20 GA PLATE 5(RUCTUIZy Q PRO FF s 'fj0 i ; 3/4"0 SCREW ANCHORS @ 24"OC 1 4"EMBEDMENT T. DSP 3/4"0 SCREW ANCHORS @ 24"OC LOCATE MIDWAY BETWEEN 4X4'S 4"EMBEDMENT EXPIRATION GATE: 12 31 13 LOCATE MIDWAY BETWEEN LVUS 70 ACCESS HOLE THRU NDl 107 (E)PLYWOOD&(E)2X BLOCKING i� LVL 3 1/2X3 112 @ 24"OC LVL 1 1!2X5 1/2 FLAT @ k 0 y P I a n 3/4"0 SCREW ANCHORS @ 24"OC SIMPSON Z 44 CLIPS 24"OC SIMPSON Z 2 CLIPS LVL 3 1/2X3 1/2 @ 24"OC LVL 1 1/2X51/2 @ 24"OC W1 W/4"EMBEDMENT LOCATE MIDWAY Z2 CLIPS @(E)TJ haSe BID SET BETWEEN(E)TJ SECTION A BLOCKING SECTION u0 BLOCKING p z�r REMOVE&REPLACE- (E)PLYWOOD- _ -- -_-=--- date 20 MARCH, 2012 10d @ 6"OC 8'-0" MAX 10d 6"OC BLOCKING LVIL 2 1/2X3 1/2(1)SIMPSON L50,EAR SIDE 10d@6"'OC revisions REMOVE&REPLACE (E) PLYWOOD 6'-U'± (2)16d TN-FAR SIDE Ll 3 1/2"MIN 969 - 41/2'MAX --- -- -- { i 10d@6 00 I 1 EA SPACE BLOCKING LVL 2 1/2 X3 1/2(2)SIMPSON 114 OX 4 SDS SCREWS (1)SIMPSON L50 project# ND1107 STRUCTURAL DETAILS SECTION Q TRUSSES SECTION SECTION WALL ANCHORAGE DETAILS WALL ANCHORAGE DETAILS WALL ANCHORAGE DETAILS S3m5 3/4 - 11-01, 3/4 - 1 0