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05-562(2)-007i E .A cl m 3 THE GENERAL CONTWCTOR WALL BE RE6PON61i3LE FOR ADEQUATE BRACiN5 OF ALL SLAB OR EsEAM STRUCTURAL mcmEfz , WALLS AND NC I STRUCTURAL. ITEMS DURIW CONSTRUCTION. _ A TEMPORARY BRACIi -4 Cr- ALL BUILDING COMPONENTS DURING CONSTRUCTION IS THE A 1 51wON61BiLITY OM THE GENERAL CONTRACTOR DURING THE ERECTION CF HOOD TR .ISSEs, THE G, C. AND /OR THE TRUSS 1143TALLER SHALL BE RESPONSIBLE FOR THE TI MpORARY BRACING OF ALL ITS COMPONENTS, UJ 41CH SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTA LE INSTALLATION OF THE KOOF. PERMANENT DIED LATERAL., 5KACIg5 OF TW56ES IS TO BE INVALLED AS +SWOW`4 ON THE INDIVIDUAL TTMS DRAWING. FEFMANENT WED LATERAL BRACING 16 TO DE REMAINED TO FIR -:VENT LATERAL MOVEMENT IDY 50LiD ANC 40RAaE TO END WALLS, OR BY PERMANENT PIAGONAL BRAG s IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO 1:.XCEcD 20 F=I =T A' 046, CONTINUOUS WE5 DRACE. PEWANENT BRACINCt WINDOW / DOOR OPENING SPECiF{C:ATiC ARE THE R5SPC 101LITY OF THE TRJ65 DESIGN EW41NEER ALL TRJ55E5 AND WOOD FRAMING MIJ5T 13E SECURELY 5RA.CED BOTH DURM ERECTION AND AFTER PEWANENT INSTALLATIC 4 IN ACCORDANCE WITH 'DRACING WOOD TR155E -0=: COMMENTARY AND RECOMMENDATIONS (BWT-16)' AS FJ13LISHED 13Y TRUSS PLATE INSTITUTE, � am so DROP SLAB Op, PEAM 60MIT AS R50D, TO AC.C:OMODATE OPENING PROVIDE ADDITIONAL 2 Y 5 @OT. AND *3TIE5*4'ODC. I b ERECTION BRACING SHALL HOLD TRAMS STRAiGHT,1 =LUMS AND iN A SAFE CC>cD} VINATE LOCATION AND GEOMETRY CONDITION UNTiL DECKING: AND PEglANENT TRA5 BRACING WAS BEEN s' CMU WALL OF OFENING'S WiTH ARCHITECTURAL FASTENED PoWING A 5TF=T URAL.LY W0,0 ROOF FRAMING SYSTEM. ALL DRAWIN15 ERECTION AND MRMANENT BRACWj SHALL DE INSTALLED AND ALL TRUSSES 2 LA.IL OF erEA�" t - AT F ._._N_.NINGS FEWANIENTLY FASTENED BETM APPLICATION OF ANY LOADS TO THE WOOD (FM �,,,rNIW-^ LAfMR THAN V -0 Wi1DE) FRAMING SYSTEM, NTS c ALL BRACING REQUIREMENTS ALONG WITH PERMANENT STRJCTURAL CROSS 146 E,PACIP� TO ENSIJI� OVERALL RIGIDITY OF THE ROOF SYaTEhl SHALL 13E IN 100 ACCORDANCE WiTH THE WOOD ROOF TMl5S DESIGNERS PLANS. C cl m 3 THE GENERAL CONTWCTOR WALL BE RE6PON61i3LE FOR ADEQUATE BRACiN5 OF ALL SLAB OR EsEAM STRUCTURAL mcmEfz , WALLS AND NC I STRUCTURAL. ITEMS DURIW CONSTRUCTION. _ A TEMPORARY BRACIi -4 Cr- ALL BUILDING COMPONENTS DURING CONSTRUCTION IS THE A 1 51wON61BiLITY OM THE GENERAL CONTRACTOR DURING THE ERECTION CF HOOD TR .ISSEs, THE G, C. AND /OR THE TRUSS 1143TALLER SHALL BE RESPONSIBLE FOR THE TI MpORARY BRACING OF ALL ITS COMPONENTS, UJ 41CH SHOULD REMAIN IN PLACE AS LONG AS NECESSARY FOR THE SAFE AND ACCEPTA LE INSTALLATION OF THE KOOF. PERMANENT DIED LATERAL., 5KACIg5 OF TW56ES IS TO BE INVALLED AS +SWOW`4 ON THE INDIVIDUAL TTMS DRAWING. FEFMANENT WED LATERAL BRACING 16 TO DE REMAINED TO FIR -:VENT LATERAL MOVEMENT IDY 50LiD ANC 40RAaE TO END WALLS, OR BY PERMANENT PIAGONAL BRAG s IN THE PLANE OF THE WEB MEMBER AT INTERVALS NOT TO 1:.XCEcD 20 F=I =T A' 046, CONTINUOUS WE5 DRACE. PEWANENT BRACINCt WINDOW / DOOR OPENING SPECiF{C:ATiC ARE THE R5SPC 101LITY OF THE TRJ65 DESIGN EW41NEER ALL TRJ55E5 AND WOOD FRAMING MIJ5T 13E SECURELY 5RA.CED BOTH DURM ERECTION AND AFTER PEWANENT INSTALLATIC 4 IN ACCORDANCE WITH 'DRACING WOOD TR155E -0=: COMMENTARY AND RECOMMENDATIONS (BWT-16)' AS FJ13LISHED 13Y TRUSS PLATE INSTITUTE, � am so DROP SLAB Op, PEAM 60MIT AS R50D, TO AC.C:OMODATE OPENING PROVIDE ADDITIONAL 2 Y 5 @OT. AND *3TIE5*4'ODC. I b ERECTION BRACING SHALL HOLD TRAMS STRAiGHT,1 =LUMS AND iN A SAFE CC>cD} VINATE LOCATION AND GEOMETRY CONDITION UNTiL DECKING: AND PEglANENT TRA5 BRACING WAS BEEN s' CMU WALL OF OFENING'S WiTH ARCHITECTURAL FASTENED PoWING A 5TF=T URAL.LY W0,0 ROOF FRAMING SYSTEM. ALL DRAWIN15 ERECTION AND MRMANENT BRACWj SHALL DE INSTALLED AND ALL TRUSSES 2 LA.IL OF erEA�" t - AT F ._._N_.NINGS FEWANIENTLY FASTENED BETM APPLICATION OF ANY LOADS TO THE WOOD (FM �,,,rNIW-^ LAfMR THAN V -0 Wi1DE) FRAMING SYSTEM, NTS c ALL BRACING REQUIREMENTS ALONG WITH PERMANENT STRJCTURAL CROSS 146 E,PACIP� TO ENSIJI� OVERALL RIGIDITY OF THE ROOF SYaTEhl SHALL 13E IN 100 ACCORDANCE WiTH THE WOOD ROOF TMl5S DESIGNERS PLANS. C d. SAFE ERZCTION OF TRUSSES 16 THE RE5PON615ILITY OF THE ' USP -MF 5UILDIW4 CONTRACTOR \ ' BUILDIitG WIDTH (FT) 1300 A ALL TIMBER DESIGN AND FABRICATION SHALL CCW -Ct-Q""1 Wi1"14 TWE Ai iCABLE 6T 00 PROvISION5 or- THE NATIONAL DESIGN tPECIFICATiONS FOR WOOD CONSTRUCTION, 1 PUBLISHED BY THE NATIONAL. FOREST PRODUCTS ASSOCiATION, AND THE DESIC -N _ SPECIFICATIONS FOR METAL. PLATE CONNECTED WOOD TRU6SE5, PUDLISHED BY 30 PAP THE M55 PLATE INSTITUTE. ui B. SUBMIT (.HOP DRAWINGS FM ALL WOOD GTR1C TURA.I. MEM155RS AND ONNECTION6 .. TO THE EN,GINEE ; FOR REVIEW FRIOR TO FAVRICATION. C. ALL TIMBI =R $a% CONNECTORS, FRAMiNG PLANS NOT SWOJN ON STRUCnRAL DRAWINGS SHALL DE PROVIDED BY THE FA13RICATOR AND DETAILED ON HIS 1. FiEL1D VERIFY BEAM DEPTH WiTW DOOR t WINDOW GEOMETRY SHOP DRAW MIS. '• tD.' � � ,�' ^ IM �NNEC:T IC IS AID 6U5JECT TO THE APPROVAL OF ^ IE. PROVIDE HUpcIC:ANE ANCHOR STRAPS, AS REQUIRED BY LOCAL BUILD CODE, TO 2. VERII✓Y ALL EL.EVATiONS WITH ARCHITECTURRAL DRAWINGS ALL MEMBEFZ SUBJECT TO WIND LOADS. F 1= USE STRES;- RATED TIMBER FOR ALL STRUCTURAL. WOOD MEMBERS. PROVIDE THE MINIMU"1 PROMRTIES FOR WOOD STRUCTURAL MEMSEF5, UNLESS OTHERWISE 3. TOP ELEVATION Or- 13EAMS WITH RECESS SPALL 51= ��� �.• r-, r�i �rTi *ir u r== -r7A -o twtpeo)m twit 1=1 ;=VATi()N Spt7r- i1 -IrzD NOTED ON T14E DRAWING& � ', � • LUMBER USED FOR JOIST6, RAFTEF6, TRUSSES, COLUMNS, BEAMS, AND /OIL OTHER _ j J.- RA OF ST%CTLIRAL MEMe.ERS SHALL BE OF NO LESS ST1�TN THAN NO.2 GR i �, UTHI 1 i PINE, DOUGLAS FIN -LAS CH, 44EM -FIR OR �IGE- FINE -Fill !" • JOISTS AND RAFTERS SHALL BE SIZED ACCORDIN 5 TO 04PA SPAN TABLES FOR -- JOISTS AND R*TER5 ADCi"TED IN 52314.4. US1� -J ice ATW l . LEIDCar: 044E'ATWING SHALL BE CmD EXTERIOR 514SATHiNG, PANNEL INDEX 32116 MIN, RATED FOR EXPOSUIZ..E it MIN TWII+IE55 15/32' "`� a' C ©1 4a, INSTALL SHEATWM CONTINUOUS OVER TWO OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORT, � \ � GONG. FOR PLYWOOD SHEATHIN NAILING PATTERN SEE PLYWOOD NAILING FLAN SHEET. _ CGNT, 2' x b P.T. NAILER 111/ S' HILTY A.B. AT 36' ©C. FILLi D MA6WNRY CELL FOR ANci- IoRING iEINFC,R:C IWa STEEL IN EXISTING CONCRETE USE WILTi C -ISM EPDXY OR E JAL. OTHER AVAILAFLE EPDXiES 41RZ MADE BY ULTRA BOND OR RA WL, DRILL HOLES 1�' DES A�41�Ut iGA�iI" CLIP 1/V DIGGER THAN THE DIAMETER OF THE ROW, ORCING STEEL (STEEL ROD). TAE 1DEf:gW G THE WOLFS AFB TO A MINIMUM OF 5', UNLESS OTHERWISE NOTED iN THESE PLANTS, ,�;� �_ � �' UJ/ 4 -6d NAILS f EACH METER OR UIILE65 OTHERWISE INSTRUCTED BY THE MMPACTURER'S RECOMMENDATiCN5. � � ; �' EACH SIDE TS: — TTU3513OTTQM PETAL C CO1O ALL EXPANSiON DOLTS, NOTED IN PLANS, ARE TO BE WILTI TYPE EXPAN61ON BOLTS OR " F SU135TITUTIC N SUBMIT TO STRUCTURAL rKnINEER FOR REVIEW AND WIS AFPROVA�L. HN.lr441 =S DTC STPAP L11TH ,--- 2X4 BLOCKING 131= Tti.1EEN TICS 2' x A, GR`.O56 4 -10d X 1'64 SEAT 1 VOd i COWTECT WITH 2 -i0d NAILS iNG --PATA BRACIN � I • STRAP OMIT AT VENTILATION ASSA6 WIND VELOCITY (MI N) _ 146 IMP ORTANC T FACTO' 100 }EXPOSURE CAT EGOR C _ INTER ,JAL PRESSUR COEFFICENTi 0J5 MEAN ROOF HEOGI4T (FT) 16 BUILDIitG WIDTH (FT) 1300 BUILDING LENGTH (FT) 6T 00 ROOF SLOPE (x : 12) 4 pool= LOAD _ _ _DIEAT) ROOF LIFE LOAD 30 PAP HUGHES AA34 WURR TWE DEsf(3N PRc r- E&SIONAL'S UPLIFT CAL.CUL.ATiONS FOR rACH MEMBER Or- THE R'.OGF PfRAAMING SYSTEM SHALL BE REVIEUJI =D BY THE GENE1R4L CONTRACTOR At TWE TiME or- THE TRl,U55 MANUPACTURER'S 51 -4CD' ©F WINS o4pFROVAL, AND THr= HIGHER UPLiF T VALUE OF THE TUJO SHALL IBE CONSIIDI =ICED, AND THE ANCHORING WARDWARE 5H,ALL BE CHANGE Ir- NECE55AIRY. PWY 13ACi<_ °',' EXTENDED TA 22 USP CONNECTOR TRUSSES. PLYWOOD AT EA. MAiN TRUSS. i SHEATHING.— F OVIDE 1'x2 VENT. WOL-ES `\ IN 6PEATWING \\ 51-01 O.C. 1\ \ SEE CET. 'C' / '� --- CONT. 2'X0' V".T. NAILER W/ G' HiI-TY A$. AT Uo' Q.C. IN FILLED MASONRY CELL !. ! 21/2 i2 FIREFAIB. UJOCDD Tl�WSS1ES # 24' O.C. (TYP.) ( SUBMIT SWOP IDLLGS) 1= 1(3r -i Y SACK TO R CONNECTION 12ETAIL KTA 1 SI*E DIET. 'L.' \ -- GABLE END RAItT MAM WALL REV. EXTEND CONTINUOS TO RAKE CAP BM i BEAM N.T.S. PROVIDE 1* 5 IN CONCRETE IFILLE1: ADJACENT TO OF SCALE I" ■ 1' -V 205XCo' ADD'L. CORNER vA1�S ON 4 A 3 STIRF111 6 BALANCE M 3 0 WALL TIE E31 AP SEE FLAN/ 1l�JJ_ CORNER REINFC DETAIL FOP. AL. AN LEDGER6 TYPE DETAILS LEDGER-... 'A" LEDGER 2 -2 "x12' P.T. WOOD LEDGER Wl 2 -2'x 8' PT, WOOD LEDGER Wl 3/'0 HILTi KWIK BOLT'6 11 � 12' Q.C:. +1 41�' MIN. EML�EIDMENt �� ; "� HILT/ I�,UJ11C BOLTS {i STAERED A5 51.4CDtUJhU, +� 1.6' C�.C, +� 41/7' MIN. EMBEDMENT AS 51- lOW �r 1+5 16 V SCALE 114'.1' -0, 5 1 -ZE MARK 5" x I—(" t13. 8'x12' _ R5-2 I i3' x 30' ! 100 rrr� Y «Y v M. 7.-- v•. V Y r r V • Y i — �'aasls. -� • icy u_ i " �� 50T iNTER.1 TOP 2 05 _ _ 2 0 03 a 48" SEE COR45R FnINF. 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