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' <br /> POLE BUILDING CONSTRUCTION NOTES: <br /> 1, 11N1E55 NOTED OIHERYASE, ALL CONCRETE fc SHALL BE 2500 7, IF THE DRANINCS �ECIFY NANRAL BACKFlLL IN 1HE <br /> P9 YINIMUM AT 28 �AYS. 1HE CONCRETE SHALL BE MII�D IN POSTHOLES, 1HE BApCFlLL SHALL BE WELL-GRADm NATIVE <br /> THE WRRECT PRQPORTIONS PRIOR TO PUCEGENT. NO SqL (FREE FAOM ALL ORCANICS AND URGE COBBtES). iHE <br /> SPECIAL INSPEC710N IS REOUIREO. CONTRACTOft SHALL INSURE 1F1AT THE BACKFlLL IS SANRAIFD <br /> PRIOR TO BACKFlWNG AND IS COMPACIED AFTER EACH 6' L1FT. <br /> 2. ALL FRAYINC LUMBER SHALL BE AT LEAST 1HE MINIMUM NOTED <br /> ON 1HE DRANiNGS. LUMBER NOT SPEdFlCALLY CALLID OUT g IF THE �RANiNGS SPF.CIFY SAND BACKFlLL IN THE POSTHOLES, <br /> MAY BE STAN�AflD OR BET'fER. No. 2 DWC-FlR MAY BE TriE CONTRACTOR SHALL INSURE iHAT 1HE SAND IS SAlURAlED <br /> SUBSTINTED FOR No. 2 HEM-FlR. pRIOR TO BACKFlWNG AND IS COMPACTEO AFTER EAfJi 6' LJfT. <br /> 3. INSURE 7HAT � LATERAL BRApNG AND BEARINC AREA g, INSTALL ALL STFF1 SHEATHINC TO 1HE IN1fRI0R FRAMING <br /> REOUIREO BY 7HE MANUFACNRER OF 7NE PRE-ENQNEERED MEMBERS (CIRTS AND PURLINS) PER THE iYPICAL�('�FW <br /> 1FiUS5ES HAVE BEEN INSTALLE� IN ACCORDANCE YA�}i 1HE �� GIVEN ON iHE STAND/�?D OETAILS DRANING UNLESS � <br /> MANUFACNRER'S �NSTRUCTIONS NOlEO OTHERYASE <br /> 4. THE POSTS 9iALL BE CENTERED ON THE FOOTINGS. THE �p, ALL WOOD NEMBERS, FRAMING REWIREMEN75 AND CONNECTIONS <br /> CONTRACTOR SHALL INSURE iHAT 1HE BACKFlLL IN 1HE SHALL C0IAPLY M1iH UBC SEC110NS 2304 k 2305. <br /> POS7HOLES IS CAST AGAINST UNDISNRBED SOIL <br /> 5. UNLESS NOTFD OTMERINSE, CIRTS AND PURUNS HAVE BEEN 11• ALL NAILS DRIY41 INTO PRESSURE 1FtEAlED MUO� 9iALL BE <br /> OESIGNm FOR SiRE55 ONLY. THEY HAVE N0T BEEN DE9CNED H0T OIPPm GALVANIIED. <br /> FOR 1HE DIRECT AiTACHMENT OF INTERIOR FlNISHES. �y p� LOADING h HANDUNG AND lEMPORAFtY � PERMANENT <br /> BRAQNC OF ALL iRU55ES SHALL COMPLY YATH 1A1155 PUiE � <br /> 6. IF THE ORAN7NGS SPECIFY CRANUUR BACf(FlLL IN 7HE INSiIiIITE SUMMARY SHEET HIB-B1. . <br /> POSTHOLES, 1HE BAQfFlLL SHALL BE 5/B' TO 3/4' (-) <br /> GRAVEL OR CR1141ED ROCff. iNE CONTAACTOR 91ALL INSURE <br /> THAT 1HE BACKFlLL IS SANRAIEO PRIOR TO BAIXFlWNC ANO � <br /> IS COAIPACIED AFIER EACH 6' LIFf. <br /> I <br /> CITY nF c�F�P aMIT <br /> �EVIEWEn <br /> s <br /> A5e2E\�IATIONS & SY��BOLS: "�'��° r �° 'V <br /> o-F OOUCLAS FlR OPP �PoS�,� s ''��' a CONSTRUCTION NOTES <br /> EA EACH PLCS PLACES '. � � �T � A n'C� ENGI� EEj�T�iG <br /> GA CAUGE P.T. PR�SSURE 1REATED <br /> GLB GLUE LAM BEAM TYr' TYPICAL �'ll � �� <br /> '�. H-F HEAILOCK FlR w �nNoow ? �6i�� �� � www.polebuildingengineering.com 11` <br /> �. ND IIAN DOOR W/ N1TN �I '�N�,ti� 73p HoMthane Ave. NE• Solem, Oregan 973�1 (50� SB9-1727 <br /> � NFR'S NANUFACNRER�S � AT <br /> � O.C. OR CEM1TER e D�ANEhR �NALQ a�Enr .I i owNEa ewLuiHc �acAilon I <br /> SPANE BUILDINGS LAf2RY KJOLSO <br /> i pcPIBES: �/��/ STANWOOD, WA 982 2 iEVERETTM WAN982'W DR <br /> ' UATE:OE MAY 02 iDWC. NO.: JOB NO.: REV. � <br /> !IT IS 11HlAMEUL AND POlEN11ALLY DAN(fFt0.15 !OR 1H15 ORAMNC TO BE UgD FOR ANY O7HER BUI(DINC IOCATiON 7MAN 410W7. ORANN BY: CW PLOT R 1 i PFB-07 af T 40952 � � <br />