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DIR-2008-04b਍䥃奔传⁆啃䕐呒义൏ㄊ㌰〰吠牯敲䄠敶畮ⱥ䌠灵牥楴潮‬慃楬潦湲慩㤠こ㐱⠠〴⤸㜠㜷㌭〳സഊ吊㩯䴠祡牯愠摮䌠瑩⁹潃湵楣敭扭牥൳䌊慨物慭湡⁤汐湡楮杮䌠浯業獳潩敮獲਍਍牆浯›瑓癥⁥楐獡捥楫‬楄敲瑣牯漠⁦潃浭湵瑩⁹敄敶潬浰湥⁴楤繾ⴭഭ倊敲慰敲⁤祢›敖慲䜠汩‬敓楮牯倠慬湮牥਍਍慄整›敆牢慵祲㈠ⰸ㈠〰സഊ匊扵敪瑣›楄敲瑣牯猧䴠湩牯䴠摯晩捩瑡潩Ɱ䐠剉㈭〰ⴸ㐰‬潴愠唠敳倠牥業⁴唨㈭〰ⵓ਍㠱
潴椠獮慴汬愠眠潲杵瑨椠潲敦据⁥湩映潲瑮漠⁦⁡卉甭楮⁴敲楳敤瑮慩൬瀊潲敪瑣氠捯瑡摥愠⁴〱㠶ⴸ〱㐷‴瑓癥湥⁳慃祮湯删慯⹤਍਍桃灡整⁲㤱ㄮ㈳漠⁦桴⁥畃数瑲湩畍楮楣慰潃敤愠汬睯⁳潦൲愊浤湩獩牴瑡癩⁥灡牰癯污漠⁦業潮⁲档湡敧⁳湩愠瀠潲敪瑣‮桔൥䐊物捥潴⁲敲潰瑲⁳楨⁳敤楣楳湯琠桴⁥楃祴䌠畯据汩愠摮倠慬湮湩൧䌊浯業獳潩湩琠浩⁥潴愠汬睯愠灡数污漠⁦桴⁥敤楣楳湯眠瑩楨൮昊畯瑲敥慣敬摮牡搠祡⹳਍਍䅂䭃則問䑎ഺ吊敨愠灰楬慣瑮椠⁳敲畱獥楴杮愠䐠物捥潴❲⁳楍潮⁲潍楤楦慣楴湯䐠剉㈭〰ⴸ㐰琠獕൥倊牥業⁴唨㈭〰ⵓ㠱
潴椠獮慴汬愠眠潲杵瑨椠潲敦据⁥湩映潲瑮漠⁦⁡卉甭楮⁴敲楳敤瑮慩൬瀊潲敪瑣‮桔⁥畣牲湥⁴灡牰癯污椠⁳潦⁲⁡潷摯瀠捩敫⁴敦据⹥਍਍桔⁥畳橢捥⁴牰灯牥祴椠⁳潬慣整⁤湯琠敨攠獡⁴楳敤漠⁦瑓癥湥⁳慃祮湯删慯Ɽ戠瑥敷湥਍瑓‮湁牤睥⁳癁湥敵愠摮删癩牥楳敤䐠楲敶മഊ䐊卉啃卓佉㩎਍桔⁥灡汰捩湡⁴獩爠煥敵瑳湩⁧⁡档湡敧椠敦据⁥牦浯眠潯⁤楰正瑥琠牷畯桧⁴物湯਍敢慣獵⁥景洠楡瑮湥湡散椠獳敵⁳湡⁤瑩椠⁳⁡潭敲愠灰潲牰慩整映湥散搠獥杩潦⁲桴൥愊捲楨整瑣牵污猠祴敬漠⁦桴⁥畢汩楤杮⹳匠慴晦愠牧敥⁳楷桴琠敨愠灰楬慣瑮琠慨⁴桴൥眊潲杵瑨椠潲敦据獥眠畯摬戠⁥潭敲愠灰潲牰慩整愠⁳敷汬മ ਍䥄ⵒ〲㠰〭ഴㄊ㘰㠸ㄭ㜰㐴匠整敶獮䌠湡潹潒摡਍਍਍慐敧㈠਍਍⸮⸮⸮⸮⸮਍਍䍁䥔乏ഺ吊敨䐠物捥潴⁲景䌠浯畭楮祴䐠癥汥灯敭瑮搠敥獭琠敨洠摯晩捩瑡潩業潮⁲湡൤愊灰潲敶⁳桴⁥档湡敧椠敦据⁥祴数映潲潷摯瀠捩敫⁴潴眠潲杵瑨椠潲獡猠潨湷椠൮琊敨愠瑴捡敨⁤汰湡猠瑥മഊ吊楨⁳灡牰癯污漠⁦桴⁥潭楤楦慣楴湯椠⁳晥敦瑣癩⁥敆牢慵祲㈠ⰸ㈠〰⸸吠敨映畯瑲敥൮挊污湥慤⁲慤⁹灡数污瀠牥潩⁤楷汬攠灸物⁥湯䴠牡档ㄠⰲ㈠〰⸸਍਍湅汣獯牵㩥਍汐湡匠瑥਍਍ല ਍䨨ഩ⠊⤧਍㨺ര漊਍൲爊ഭ⤊ാഊ攊൮⠊⤢਍㨺〺਍൯爊ഭ爊ഭ攊൮ⴊ൬漊਍潴਍൭縊਍൯挊ഺ䜊ഩ㨊挺਍氭਍㨺ര漊਍൚ഊ⠊⥊਍⤨਍㨺㨺ര漊਍൲爊਍塬൬ഊ⠊⥊਍⤨਍㨺ര漊਍൲爊਍⤨਍਍塬汬汘഼爊㩲വ伊❏䥔਍⥇⥇൭氊汘㸩൚縊䨨⠩ഩ洊਍⤨繾਍䨨匩⥇਍㔺㈺㸩਍椭਍൭⠊⥊਍਍ഭഊ眊਍਍牉਍਍繢ൣ倊䌧䌯਍਍繢ൣ縊਍਍繾ൣ縊㩣਍਍伺䝾਍∳⸭⼮ൃഊ䤊൲ഊㄊഺഊ爊㸭⥃縠⸬ബ縊⁾挶ഺഊ䤊਍昨琩ത⠊⤧⸠਍漻昨ഩ《ര爊൲爊ഭ漊਍਍⵲䌾
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挶਍਍൉∊㨺≩縧਍䕾㰾਍䥦繯ൾㄊ汉椺⡪⥦਍ര㴊穃਍‭浏਍⡾⤧਍⥲ാ縊縠ൾ䨊′⁉䥉•䤧⁉‮㭧൯ഊ昊楦樠橅浲偬ൾഊ爊ഭ琊ത縊਍਍昨ഩ縊਍൯ഊ䀊‰捾ബ㘊㹃㘠挠ഺഊ䤊਍ൾ堊਍ൾ縊਍潣਍മ縊਍琺਍൯縊਍൯爊਍൲洊਍൯ഊ䤊൮ഊ嬊⤧⠠縧਍癲挠Ⱞൾഊ嬊✠
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✮ⰠⰠⰠ㩾䨺縠弮彟彟䤮⅊›∱ㄬ㬠䤠䥉✠彵彟ⴠ䤭张张‬䥉℠椠㬠汾汬繊ⅾ‡㩦㩣橮䩪ൊⴊⴭ‬⸮✠彾张⸮彟湟彟彟彟彟彟弬䥉椠㬯✬䤠‬‡⁉ⱉㄠ㴬ⰽ℠崠⁉⁉‬✢⼬∠ⵊ‬爭ⴡ‭Ⱳⵊ൬∊爠繦∭搠䤧椠楩椯汬✠❉℠䤠⁉⁕潾縬縧⁍㨧䤠䤠ㄠ㰬⼯昢⵻琭⵬䩴൪Ⰺ✠‡⁉≍縢汬䤠≙Ⱐ✠⁩⴬ⴭⴭⴭⴭ✭‬⵲ⴭㄭ‧⁩‡⁉⸢䨭ㄭ樭 Ⱜ‧ㄧ਍›㬢∠‮琧ⴺ㕾瑴晾⤼⹲⁵⁾彊彟›䥴繾ⱟ䩉呾瑴⁌⸱繌琢栱昺ㄻㄱ‬ബ縊污汒䤠汉䤱湲瑾晾⁴⁉呉‬總Ⱐⴭ㨮⁾牉繬橲繾瑾繾氡洭㭝湾䁾汬汦䡾ൾ縊ㄱㄱ〠ㄠ⁾ㅾㄱ㴸‧Ⱳ✠樭ㄠㄧⰠ焭䤠攠牲℠✭਍⴬Ⱐ⴬‭‭⁾⁴㬭㬺㬻繟呩ⴠⴭ⁲繈‧ㄧㄱ䰭昺㨬繱ⰻ㨻樴橾㩪❦栻℺䨢䤻ൊⴊ‭⁲ⵔ⸭㨺ⴭ椽ⵦ琭ⴧ吧✭氠汬Ⱪㄱㄱ✱弱✬㨬橲ⴭ啲਍⹾〠䴠‧ⴭ洠汬瑦繬❾℠䤠繾⁩⁾⁉⁉⁩繉䥝㨠爠繬楲汬䡾縠縺⵩㨸❊਍⁾ⅴ氺瑬甠唠繅㨮縺䱪䤠⁌ ⅉ瑌㩬椠✠繲縢䩦⁉縡瑆昺ⴧ㨻਍縭縧✽⁺∢ℱ‭‮偵‧Ⱜⰱ渠℠氭ㄠⰱⵊ樭⁌⁩⁉⁉∢渢扲⸭縮൉洊⁚ㄱⴱⴠ渠‧ⴭⴠ䨠‼≉縠⁾晩䤠ㄠ䘠第繩繾湮汴楬牲㩲䨴偲⁲⁩汩ㅾ縭楴繮䨱絗縧㬱⁦㩾ൾ䤊✠⁛⁦楊偾筬䩨⹩氮‱䨧⸠汊汬䤠縠⁾≴栠ⴠⰱㄭⴠ✠ⵦ≾ㄧ✠਍椭ⴠ‭ⴭ∠ⴠ‱㩅䤠氠⹨Ɽ汬䤠✠⸮⹊⹍ㄠ挠㩴›❾✭❬ⴢ✠⵬⹩琧‧䩨ഢⴊⴠ❊⁾❬Ⱐ琠氮❉䤠‧ⴭⴠ‭䨭Ⱝ✠❉䤠Ⱗ✠縭䥾素⸢琠䤠䌠❉›㨧਍㬻‰ⴭⴭ朠佌䨧‧⸧瑉ⰺ栠‬‱⁉Ⱝ✮㨠彾ⴠ›✢‱䩲䤭❉⁾ⵜ‬䍾∱㨠汬ⴱ繽਍㰭ⴠ‱繾❯✠椭繆›⹉✠ⴠⴠ✠楬㠮牉䡲氧❈㤠瑊汊ㄱ✠Ⱪⴠ⴬⁩Ⱝ䤠䌭✺ㄠ㬠椠䤠映縠椠⁲഼弊 彟张弮弧ㄠ张䨠⁣⁉⁦⁉⁩⁲䨬彟䤠⸠㩬ⵦ氠楬唧✺Ⱐ䤠汬繰≾⸮※ⴱ楾琭ⵈ›‱⵴⵰ൕ漊琠氻琻㩪※⁉⹾繾橾䩾牾繲繾㨺繫汾Ⅼ縠縮⁾⵾汍ㄱ椠䤠晲琠䱔奴縱爻縢䡾ൾ䤊汬䩾橬㩽爧䤧‡‬⁉ⴱㄱ⸱䤠汬⹪ㄱ℠ㄠㄧ䥦牮≮‱㬺縠䨬欺楩਍‭≵氠汴縢⁩⁉❧䤠Ⱐ⁾䤬㩩✭䥉䤠䥉坬ⅉ‮⁉✢❦ⴭഢㄊ弱 汪䤠琠•ⴭ⴮‭⁉ⴭ椠ⴭ✭椠✠汪昡㭴‡⁩ⰱ‭汩℧‱䐢昭⵽ⴺധ㨊彟縠繩䤠‬䙉㩾㨻繾䔠縺⁾縺Ᵽ㨢楾⁊汉❫彬⹌⁌⁉氬楥⸠㨺㨬ⵉⱌ㬺റⴊⴠ䑄‧⁉昧ⴭ㨭㨺縺䥾‭❉✠䨮❬∱橪樧㥐琱≊氼汬㩲琧റ䈊䥂牾汬楬瑨⸮⁊繊繾繾楾繾浾繾繾汲䴱瑟汬松啊繜汕਍牦⹩渠彟ⴠⴠⴠㄭ‱‾⁉✢ㅾ繩ⴠ൤ⰊⰮⴭⴠⰭⴭ张ⱟⱮ张Ⱝㄧ‭ⴭ‮ㄱ〱‧䩏‭‭䥉䤠䤠›㨺›ㄭ✭Ȿ⁦‱䰧繢ㅻ਍ⴭⴠ张⵬⁾›⁜ⱜ椠❬张Ⱐ ⁉尬映橴楴⸠⠠縠਍䩏ⴭㄠ⁩•䥉ⅉ䤠䤠⁩ㄱ‭Ⱝ尠繜‬繾晨൬弊彟张 彟⁊⁩‧⁜⁲‭ⴭ‭⁊椢‧Ⱗ⁉⁾㩈⁊൉縊㨻椧汦繱•䥛℠㭉ⰽ⁲‮汉繾繜繾ൾⴊ‬䔧❭縠䤧‭‬䤧⁩縱Ⱒ䩲䨧㨧琺縬✭椬≻爬䨬㨭ⵊⱴⰧ縺✢Ⱜ䤠繬㩯䤮㬽縭✬橪ㄠ䥉楉汬ㄩ縺⴨㩜❜ⅾൾ弊浭㴠縧縭″㨭䤠䤠繛㨬䠠⁲⁉晲呾噲ⱊ績Ȿ⽾㨬㠻਍弮 ‧絬⁰晲䙆㨬㨺挭✺楙椠氠汩∻㭉⼠Ⱜ縢Ⱑ㨮਍縬‧繣‧‭∧椠⁊縱䡾繩‱⁉⁩䥉椠‭ⵦㄭ⁜⁉⁜尡尠縬㴯㼺⸨Ȿ樱਍⵲‭‮彟‧⹾縬⴮Ⱞ⴬‬Ⱜ㸼℠氧浥彟彟弧彟彟ㅊ⁉ബഊ䤊繊›㨮ⴭ䕮ⵂⰭ≮✢縺樧汩✻楬ⴧ≌✭⴮⼬Ⱗ✢⸮䰠⵾繾Ⱞ⸮‮縮繾ൾഊℊ䤠汦㨺㨧㨺㨬㨺㨺㨭㨮㨺㨺㨺✢汬਍਍‬‭ⴭⰭ渠ⴠ✭‬Ȿ繾⁴‭彟›繊㨬⼻ㄠ⸱ㄱ䨢䩴模਍਍‬‮‭‭ⴭⰧ⴮氯渧ⴭ嬭⠱ⴭⴧⴭⴭⴭⴭⴭⴧⴭⴭⴭⴧ਍氱汬❭ㅬ䥬㩴‧ⴭⴠ䨮ⱪ✠䨠䤺਍䭊汗℺䱊❬ⴭ㩾㨽㨠縺㵾Ⱝ縠Ⱜ㩾氠❾਍䤬∠⁉䤬਍䤧椠ⱊ樨㨠਍≩✠㩴㨬❾⹾㩾㨺㨮⁲❬਍਍ⰧⱮ爠Ⱐ縻㨺挻㨺橾晊ⴭ⁝❾਍䱾Ⱝ✭ⴭ汮Ⱜ⁾⁉Ⱒ∠㨠਍ ⴭ⴮ⴭⴢ⬠⸮⴮⸠弮彟㩟繟㨻䰮汌ⴠ彾⸺㨺䱾张彟彟弮⸠⸮⹟⸮彟彟⸮彟弬ൟ爊汬⸠‬Ⱶ⸧•‮✭䅾ⵌ楦਍ㄬㄱ‱繉⬭䤠楩䤠䥉਍਍൭娊਍椭਍㨺രⴊ഼洊਍਍⁶彵㨠഻ഊⴊ✭⴮✡❦椽晹䩒䡉൩⸊⸠䩉㭪椭繈湻繮਍⁉吧昩縢昭搮䥬≊਍渧縠 ⹌⸺⸮䰮⹩⸮繌⸮㨮㨺⸮䰮繾⁌䨱਍਍汉汩਍਍縢Ⱞⴭ⸭ഢഊㄊⴱ渧繬റഊ縊਍਍㩌ധഊℊ⅝਍਍䕒䥓䕄汔䱁䐠噅䱅偏䕍呎਍汓噅久⁓䅃奎乏䄠ൄ䌊偕䅅汔低䌬ുഊ縊ⴧ⁾嘢൬琊繾縮縠൛椊氧汉汬縠਍⁾⸮渠ⴠ഼縊縠縠൝縊⸠਍਍਍縠਍⁾ൾⴊⴭ㭲਍呛റ㴊縠਍ⵉഢ✊ഩ爊ⴭⴭാ㴊਍ഽ攊㩸ാഊ渊਍ ਍††††††††††††††††††††ⴠ਍††††††††††††⠠⥊†††††瘠⼮✠瘭਍洠†††⁤††††††††〠†††††吢⁉⹦∿⸭⸮䌯਍††††††††††††††㨻ര ⁾†††††††††††††〠਍†††琢⁊†⁔†ㄠ‱††††㰠†††††ൺ ‰††縠†††††††††晦⁩††††ⴠ⁉⹢∯⸢⸮⁣†⁾屾਍猠›††洠†䠠䠠†††††⁾†††⁉†‼⹦∿⸭⸮振਍†††⁾†††††††††ㅎ‧†††晦൩洊匠†繾†䠠†⁈†††††††††䔺਍൭娊㨠⁅††⁉†䤠††††渡敯਍氭††††††††††䤠਍㬻‰††ㄠ‱†⁈††縠†㕇⑾†††††††屜਍㰭†††††††††浺⁾䥉䤠⁉䥉䤠⁉†⁲†氠縠਍℺†††⁉†䤠†㔠††㸠•†䥉䤠ⵉⴭ䥬氽†††††ㄠയ ††⁔†䤠†⸠††縠†††ⴠ⁲尬†††䥉਍⤱††††††愠⁾屌‮⁾繦†氢䩾縠†繾⁾††ⴠㄱ਍†縭℠⁾縠††††瀠†爠⁾楘尠†††縠縠††൬ †††††††⁾††⸠⤠ന㸊†吠縠⤱†††††††‡⁾縠††縠⁾†縠਍††††††††⸮縬縿†繾†††††繾਍†唠†⸮††††††⴬琠屜戮楯†††††⁾⁾扉∯尧⸮ൣ †縠‡‱ㄱ縠䰠ㄠ‱††✠㩬਍†††縠†ⴠ⁾††††縭朠䤠⹦∿⸭⸮䌯਍††縠†††㴱传⸧⁾⁜†††††縠਍†††††猠›⁾楾縧†††††戠⼮∢⸮挮਍†††††挠†•†††††映㼮ⴧⴭ䌯਍††††††⸠爮∮਍†††††娠†⸠⸮⸮മ ††††††൰ †††††††††㰭䰠≖⠠⥊†††††✠✢尠⁊㨧✧✧਍†††††††††䌠†Ⱐ†††††∠䥔਍†††ⴠ⁉†††††††〠†††††㨻ര ††〠††††††⁾††††††〠✠⥃⠠氻㰼਍〠†††††††††〩†‼††††稠†⌠繾ൾ ††∠䩴†††††††††††ⴠ⁉䌬
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Ⱘ⁣†൰ ††††††††൐ †✠ㅎ‧††唠†眧甠†††††††††††䌶㘾†Ⱐ倭਍††††††㜠⠮✱਍††††††㌠⸧∷ധ ††††††✴ㄮ‮†††††††††††㼨⥣㰠椺縧਍††††††㐠਍†††††††††††††††††⠠⥩⥣㘠ൣ ††††††††††††繉†††††繉䤠✭✠⸭⼭✠ഭ †††††††䤠਍朠†††ⴱ‱†⁉†††††††††ⴠ⽶∭ⴢൣ ††✠‰††††††繉†††††楉਍†††琢⁊†††††††††††††≾⸭⸮振਍㌠›††縠††††††††††††††縠਍匠爠䐭†⁾൭洊縠††䔺†††††††††††䤠†ൾ娊†††††††⵲⸭汬⸮਍氭††††††††∠ⁱ†††††††尠൜ ⸮†††††††〠††䀠਍㬻‰漠†††††††⁾††††䰠ൖⴊ‼††††††††⁐††††††⤠ഩ縊††††††††††††††⁔††䥉਍ㄠ⴮‰⸠汊਍〢†ㄠ਍†റ洊†㌠⸧ㄨ‧†††††††††††††††⽢✢⹜挮†縠਍†††††ㄱ†㌠ⴧㄨ‧†‱†††††††††瀠ⴢ⸮振਍††††††✴ㄮ•††††††††††縠ൣ ††††††⁾††††††††††映㼮ⴢ⸮䌯਍਍਍ബഊഊ縊਍਍䕒䥓䕄汔䱁䐠噅䱅偏䕍呎਍呓噅久⁓䅃奎乏䄠ൄ䌊偕䅅汔低䌬ുഊ∊椧繬䥓∠䥖਍繾繾縠ൾ椊縧❾⁡⸳഻∊縠⸧⸹崺਍⁾⹾൯ഊഊ䐊਍ CUPERTINO PUBLIC WORKS CONFIRMATION Community Development Department 10300 Torre Avenue Cupertino, CA 95014 PLEASE NOTE: (408) 777-3308 / Fax (408) 777-3333 planning@cupertino.org http://www.cupertino.org/planning A Public Works pre -application conference is required prior to submittal on all applications. The purpose of this pre -application is to determine whether all preliminary Public Works issues have been identified, which may adversely affect this application. Please contact Jason Chou, Public Works Department, at (408) 777-3354 or email him at jasonc@cupertino.org to review your project with him. Please provide a phone number you can be reached at. Please submit this form to the pre -application meeting along with a copy of the site plan for his review and signature. Include this form in your application submittal. Address: !o 699 —1071414 Email Address: Ma,Q kc� rw 14�o�te1 Applicant Name: \A gr,p Phone No: For Internal Use Only — Do not write below Public Works Department Flood Zone Designation: Dedications Required: Storm Water Treatment Requirements (Impervious Calc. Sheet): * On and Off-site improvement requirements will be determined upon building permit submittal. ADDITIONAL NOTES AND COMMENTS: Signature Title Date PLEASE NOTE: A pre -application conference is required prior to submittal on all applications. The purpose of the pre -application conference is to determine if the application is ready for submittal. Please call your project manager to schedule a time for the review of your application materials. We suggest you allow enough time prior to the application deadline to prepare additional information or make changes in case any are needed. Please bring this form to the pre -application meeting for a signature. Include this form in your application submittal. Ap lication Request: C, �J Comments: M'4. Signed '4 - Signed (planner) ,r Date 2 �2- l� As a part of the application review process, City of Cupertino employees may visit your site in order to take photographs, slides and/or videotape. These materials mai be shown at a city meeting. Sheet 1 of 10 PRE -APPLICATION FORM Community Development Department 10300 Torre Avenue (408) 777-3308 / Fax (408) 777-3333 GU Cupertino, CA 95014 planning@cupertino.org I http://www.cupertino.org/ planning PE RTI NO PLEASE NOTE: A pre -application conference is required prior to submittal on all applications. The purpose of the pre -application conference is to determine if the application is ready for submittal. Please call your project manager to schedule a time for the review of your application materials. We suggest you allow enough time prior to the application deadline to prepare additional information or make changes in case any are needed. Please bring this form to the pre -application meeting for a signature. Include this form in your application submittal. Ap lication Request: C, �J Comments: M'4. Signed '4 - Signed (planner) ,r Date 2 �2- l� As a part of the application review process, City of Cupertino employees may visit your site in order to take photographs, slides and/or videotape. These materials mai be shown at a city meeting. Sheet 1 of 10 STEVENS CANYON VILLAS WROUGHT IRON FENCE MANUFACTURER CUT SHEETS CONTENTS CAST IRON SPEARS & FINALS P-1 CAST IRON SQUARE NEWEL POST BALL P-2 FLAT BAR P-3 7" DIA RING' P-4 SCROLLWORKS P-5 THRU. P-7 FROM 'KING ARCHITECTURAL METALS' PREPARED FOR ROCKWELL HOMES 2160 S. BASCOM AVE. SUTIE ONE CAMPBELL, CA 95008 (408) 879-2900 PREPARED BY STEVE YANG & ASSOCIATES 1618 WILLOWHURST AVE. SAN JOSE, CA 95125 (408) 694-1618 DEC. 2007 Height: 4" Width: 1-1/8" SO. Base: 1-1/8" .30-E 50+ .23-300+ -19 1000+ 50 PER CASE/ 17 LBS 10-6010-34STAR FITS OVER Lim 45-659-Y FITS OVER Height: 6-1/8" Width: 3-7/8" Base: 1-1/4" 1.15 - EA 89-100+ .85 - 500+ .79- 1000+ 25 PER BOX / 26 LBS 45-853 34 FITS OVER �. Ml m • . Height; 6-5/8" Width: 3-3/4" Base 2" r 1.95 - EA 1.60-100+ 1.30-500+ 14 PER EASE / 34 LBS 10-6005-34 FITS OVER m Height: 4-1/4" Width: 1-1/8' SO. Base: 1-1/8" Y:. .30 - EA .25- 100+ .23-500+ .20-1000+ 50 PER USE / 16 LBS 10-6011-34 FITS OVER m Height: 5-3/8" Width: 3 -1/4 - SO. Base: 1-1/8" 56 - EA .47-90+ .44-480+ .42-990+ 30 PER USE / 21 LBS 10-6010-34 FITS OVER � m, - M Height: 4-3/4" Width: 3" SO. Base: 1-1/1 40 - EA .335-100+ .30-500+ .29-1000+ 50 PER CASE/ 26 LBS 45--867--y--1 FITS OVER m Height: 4-1/8" Width: 3-5/8" Base 1-1/4" O.D. .y 1.50 - EA 1.39-50+ 1LBS 10-6006-34 FITS OVER m m Height: 5-1/8" Height: 4" R Width: 2-3/8" Width: 2-3/4' SO. Base: 1-1/8" t �<, " .95 - EA .46 - EA .89- 100+ .90-500+ .39- 100+ .37-500+ .34- 1000+ 50 PER USE / 18 LBS 45-656-Y 1 FITS OVER Height: 7" Width: 4-1/4" Base: 1-1/4" 95 - EA -89-100+ .84-500+ .74- 1000+ 20 PER USE / 24 LBS 45-671-34 FITS OVER -' m Height: 5-1/8" Width: 1-3/4" R Base: 1-3/8" Width: 2-3/4' t �<, " .95 - EA .95 - 100+ .89- 100+ .90-500+ .79-300+ .69- 1000+ 14 PER USE / 14 LBS 45-670-34 FITS OVER '11 m Height: 5-3/4" Width: 3-3/4" Base: 1-1/4' SO. 1.05 - EA .84-50+ .74- 100+ ■ CAST IRON 3/4 45-270-34 FITS OVER E Height: 6-1/4" Width: 2-3/4" Octagon Base .83 -EA .66 '100+ .58-500+ 25 PER BOX / 20 LBS 45-826 FITS OVER m Height: 5" Height: 7" R Base: 1-1/2" RD Width: 2-3/4' Base: 1-7/8" 1.20 -EA 1.50 - EA .95 - 100+ 1.39-50+ .90-500+ 50 PER USE / 50 LBS 45-8834 j FITS OVER Height: 5-7/8" Width: 3-5/8" Base: -1-1/2' 1.35 - EA 1.25- 100+ 1.15 - 500+ 10 PER EASE / 135 LBS 45-840-Y FITS OVER -' m Height: 5" Width: 2" R Base: 1-1/2" RD j 1.50 - EA 1.39-50+ 1 LBS 45-834 FITS OVER t Height: 2-1/2" Width: 1-1/4" ase: 1-3/8" 55 - EA .49 - Case (48) 48 PER USE / 19 LBS 45-9-Y7 Firs OVER m Height: 5-3/4" Width: 1-7/8" Base: 1-1/4" j .85 - EA .75- 100+ .69-500+ .62- 1000+ 15 PER EASE / 19 LBS OTHER METALS AVAILABLE Aluminum: See page 54 Brass: See page 50 4" f ITS OVER 1 " ITEM # 45-116 Will 2-1/4" BASE 1-1/4" BALL DIAMETER ' 7/8" .46 LB OTY 100 PRICE .75 1 If PRICE EA. .65 1-1/4" 45 -114 -PB 2-1/2" 1-1/2" 1-1/8" .56 LB 100 .85 .75 1-1/2" 45 -112 -PB 2-3/4" 1-3/4" 1-3/8" .66 LB 100 .95 .85 2" 45-118 3-3/4" 2-3/8" 1-3/4" 1.58 LB 12 1.19 1.10 2-1/2" 45-121 4-3/8" 3" 2" 2.63 LB 8 2.75 2.25 3" • 45-120 5" 3-1/2" 2-1/4" 3.25 LB 4 2.25 2.10 4" 45-119 5-1/2" 4-1/2" 2-1/2" 4.66 LB 3 3.19 2.95 6" 45 -126 -PB 7-1/2" 6-1/2" 4" 8.10 LB 5 9.50 8.95 See page 54 for Aluminum 1" 1=k" 44"2" 2-'k" 3-' 4" 5" 6" :, 9" , See page 54 for Aluminum *SEE P 45 FOR OLDS TENT TOP STYLED CAST IRON POST CAPS ( ((URVED PEAK) 2-1/2" CAP PRESSED STEEL POST CAPS m`W, 1" 1=k" 2" 2-'k"k" 1314" 3" 3-' 4" 5" 6" *SEE P 45 FOR OLDS TENT TOP STYLED CAST IRON POST CAPS ( ((URVED PEAK) 2-1/2" CAP PRESSED STEEL POST CAPS m`W, 5/16' Thick Width: l" Length: 8' 8.48 lbs Mllc'W ItEM 11.55 - EA 9.63-118+ C 5/16' Thick Width: 1 -3/16 - Length: 8' 9.47 lbs 0 13.80 - EA 11.50-20+ 13-00288-416 Width: 15-3/4' ❖ 1-3/16" Wide x 5/16" Thick •:• • Length: 15-3/4" 5/16" Thick 13-21288-31 1 Length: 11-3/4' 1.95 - EA 3,31 11, . • . , 5/16" Thick 1.63-25 1.23 lbs 9.00- EA 7.50.5+ 90° Turn 13-00288-420 Height: 15-3/4" 0 Width: 7-1/2" 5/16 Thick 3.31 lbs 180° Turn 9.60 - EA 5-1/8- -1/8"8.00-5+ 8.00-5+ 65/16" aw Fits Completely Over 03 gq%' Family Forgings These 5 designs fit over 13 Family 9/16" square bar. , (Needs to be welded). (16 x %7 551 X .236 x 6mm E3M 9/16 From One Side Back View These 4 designs overlay M Family 9/16" square ' bar from one side. (Needs to be welded). J[Perfect for retrofitting an existing staircase, guardrail or fence. 1 -3-31060-3721 m 14mmx7mm 9/16" x 1/4' H: 5-7/8' W: 3-15/16' .64 lbs 1.02 - EA .85.30+ 13-11060-502 m 14mmx7mm 9/16" x 1/4" H: 30-3/4' W: 6.3/4" 2.76 lbs 6.90 - EA 5.86 -10+ 1 3-1 1 060-505 m 14mmx7mm 9/16" x 1/4" 1 3-1 1 060-604 14mmx7mm 9/16' x 1/4' 13-1 1060-511 13-1.1060-510 m m 14mmx7mm 14mmx7mm 9/16" x 1/4' 9/16" x 1/4" H: 3-15/16" 2.85 - EA W: 3-15/16" 2.38-50+ .51 lbs 1 3-1 1 060-508 0 14mmx7mm 9/16" x 1/4" H: 9-3/4" 3.60 - EA H: 7-7/8" 3.30 - EA H: 3-15/16' 2.40 - EA W: 8-1/4" 3.00-10+ W: 3-15116" 2.75-40+ W: 5-1/2" 2.00-30+ .75 lbs 1.3216s. .17 lbs H: 7-15/16" ' 2.55 - EA W:7-15/16" 2.13.30+ .99 lbs 1 3-1 1 060-602 14m7 mm . 9/16' x 1/4' 5 H: 7-7/8" 2.10 - EA W: 3-15/16" -1.75.40+ .77 lbs IM 14mmx7mm 9/16' x 1/4' F,-371106=0-605 - 03l4mmxmm 9/16' x 1/4' H: 3-15/16' 1.80 - EA W: 3-15/16" 1.50-50+ 51 lbs 1 3-1 1 060-603 1414®7 mm 9/16" x 1/4" H: 3-15/16' 1.95 - EA W: 5.1/2' 1.63-30+ .75 lbs STEEL RINGS FROM m PLAIN FLAT BAR 13-31060-357b6 lbs )-I/q i.u� 13-31060-358 ` .70 Is 5-1 ' 1.11 .93 .89 13-31060-359 .77 lbs 6" 1.20 1.00 .93 13-31060-360 .90 lbs 7• 1.35 1.13 .72 13-31060-361 1.04 lbs 8' 1.56 1.30 1.15 13-31060-362 ' 1.31 lbs 10' ` 1:86 1.55-_ _ 1.29 ' X 13-1295 ^ © 12 mm I 13-1295-2 © 12 mm 1 1 3-1-2 9-5 -6-1 12 mm _w © 1/2" H:7-1/8" ' W:3-9/16" .99 lbs 3.92 - EA 2.95-75+ t�. H:14-3/16' W:4-3/4' 1.59 lbs 3.91- EA 3.33 - 80+ 13-1295-7 © 121/2mm H:4-9/16' W: 2-3/8' .61bs 2.87 - EA 1.29.90+ 13-1295-3 12 mm © 1/2" H:11-7/16' W: 4-3/4" 1.48 lbs 4.61 - EA 3.60-80+ 13-33013-288 ©12 mm 1/2" H: 30" W: 4-7/16" 2.19 lbs 4.50 - EA 3.75-20+ 1 3-33013-138 12 mm ® 1/2" H: 35-7/16' W: 5-1/8' 5.03 lbs 18.00 - EA 15.00- 10+ 13-1295 4 12 mm © 1/2" H:8-5/8' ` W:4-3/4" 1.32 lbs 4.09 - EA 3.30 -75+ 13-1296-1212 mm © 1/2 " f - H: 5-5/16' W: 3-9/16' .75 lbs 4.50 - EA 3.82-80+ 13-20013-263 ©12 mm --„ 1/2" H: 11-7/16" 4.20 - EA W: 7-7/8" 3.50- 10+ 1.90 lbs 13-88013-241 11 mm H:11-13/16' W: 8-1/4' 1.8316s 13.1295-5 12 mm © 1/2' H:14-3/16' H:8-3/4' W: 4-3/4" W: 4-3/8" 1.96 lbs 154 lbs 4.20 - EA 4.70 - EA 3.57-80+ 3.10-75+ 13-1296-13® 1 3-1-2 9-5 -6-1 12 mm _w © 1/2" H:7-1/8" ' W:3-9/16" .99 lbs 3.92 - EA 2.95-75+ t�. H:14-3/16' W:4-3/4' 1.59 lbs 3.91- EA 3.33 - 80+ 13-1295-7 © 121/2mm H:4-9/16' W: 2-3/8' .61bs 2.87 - EA 1.29.90+ 13-1295-3 12 mm © 1/2" H:11-7/16' W: 4-3/4" 1.48 lbs 4.61 - EA 3.60-80+ 13-33013-288 ©12 mm 1/2" H: 30" W: 4-7/16" 2.19 lbs 4.50 - EA 3.75-20+ 1 3-33013-138 12 mm ® 1/2" H: 35-7/16' W: 5-1/8' 5.03 lbs 18.00 - EA 15.00- 10+ 13-1295 4 12 mm © 1/2" H:8-5/8' ` W:4-3/4" 1.32 lbs 4.09 - EA 3.30 -75+ 13-1296-1212 mm © 1/2 " f - H: 5-5/16' W: 3-9/16' .75 lbs 4.50 - EA 3.82-80+ 13-20013-263 ©12 mm --„ 1/2" H: 11-7/16" 4.20 - EA W: 7-7/8" 3.50- 10+ 1.90 lbs 13-88013-241 11 mm H:11-13/16' W: 8-1/4' 1.8316s 13.1295-5 12 mm © 1/2' H:8-3/4' W: 4-3/8" 154 lbs 4.70 - EA 3.10-75+ 13-1296-13® 12 mm 1 /2" H: 4-5/16' W: 2-3/4" .6 lbs 3.60 - EA ` 3.06-90+ 13-20013-262 1812 mm 11/2' H: 6-5/16' 2.16 - EA W: 4-5/16' 1.80-30+ 0.95,lbs 13-88013-242 ©12 mm /91 4.50- EA H: I1-7/16' 4.50 - EA 3.75 -10+ W: 8-1/4' 3.75.10+ 1.83 lbs Q iO W Cc wm i 1 = `r a Z m J Q O Co II J 1 Z w � I g 7 Q O J t Q 8.40 - EA 6.80 - EA 2.95 - EA 5.10 - EA 25.55 - EA 5.37 - EA 4.77 - EA 5.95 - EA 7.95 - EA 7.98-50+ 6.46-50+ 4.85-80+ 24.27-15+ 7.56- 100+ 6.12- 100+ 4.59-160+ 23.00-30+ 2.6 lbs 2.4 lbs 2.25 lbs 3lbs 5.5 lbs 2.25 lbs 2.25 lbs 2.5 lbs 2.75 lbs dow 13-597-3 13-2017-1 Height: 35-7/16' Height: 35-7/16" Ends: 9/16" Width: 4-21/64' Stock: 15/32" 13-48-3 13-48-4 13-118-B1 13-64-H2 13-64-H8 13-118-62 13-118-63 13-118-H5 13-118-H6 Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16' Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Ends: 15/32" Ends: 15/32" Ends: 1/2' Ends: 9/16" Width: 8-7/8' Ends: 1/2' Ends: 1/2' Width: 5-1/8' Width: 5-118" Ends: 9/16" 1/2" SO Bar 1/2" SO Bar Q iO W Cc wm i 1 = `r a Z m J Q O Co II J 1 Z w � I g 7 Q O J t Q 8.40 - EA 6.80 - EA 2.95 - EA 5.10 - EA 25.55 - EA 5.37 - EA 4.77 - EA 5.95 - EA 7.95 - EA 7.98-50+ 6.46-50+ 4.85-80+ 24.27-15+ 7.56- 100+ 6.12- 100+ 4.59-160+ 23.00-30+ 2.6 lbs 2.4 lbs 2.25 lbs 3lbs 5.5 lbs 2.25 lbs 2.25 lbs 2.5 lbs 2.75 lbs dow 13-597-3 13-2017-1 Height: 35-7/16' Height: 35-7/16" Ends: 9/16" Width: 4-21/64' Stock: 15/32" Q 6.50 - EA 6.18-50+ 5.85 - 100+ 3 lbs Q 0 cc x 9.31 - EA 8.84-40+ 8.38-80+ 3 Is 13-2017-2 Height: 35-7/16" Width: 15-1/8' Stock: 15/32" 69.17 - EA 65.71 -5+ 62.25-10+ 10lbs -LAE mo 272 MMELAL mwm 13-755-5 13-755-6 13-52-A4S 13-2007-1 13-64-A1I 13-64-A2 13-134-G3 13-60-3 13-70-D1 Height:35-7/16 Height: 35-7/16" Height: 35-5/8" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Ends: I/ Ends: 1/2" Width: 7-114' Width: 5-11/16' Width: 9-13/16" Width: 10-1/4" Ends: 15/32" Ends:15/32" Ends: 9/16" Ends is: 15/32" Ends: 5/16'X 1" Ends: 15/32" Ends: 15/32" ! Z W J m z a w O m � a O - Q 9.34 - EA 14.33 - EA 13.80 - EA 17.65 - EA 30.02 -. EA - 30.53 - EA 4.44 - EA 8.55 - EA 5.10 - EA 8.89-50+ 13.69-30+ 13.11 -30+ 16.79-50+ 28.59-20+ 29.00-10+ 4.22-80+ 8.12-40+ 4.85-80+ 8.49- 100+ 12.89-60+ 12.42-60+ 15.89- 100+ 27.09-40+ 27.48-20+ 4.00-160+ 7.70-80+ 4.59- 160+ 25 lbs 25 lbs 3.75 lbs 3.2 lbs 5.07 lbs 5lbs 2.2 lbs 35 lbs 2.3 lbs Fl -3-1-1 8__H__l13-118 H2 Fl3-52-2 13-2004-1 13-2004-2 13-2004-3 13-2004-4 FT -1 1-8 - H 31 13-118-H4 Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" Height: 35-7/16" 1/2" SO Bar 1/2" SO Bar Width: 9-1/4" Width: 9" Width: 9" Width: 9" Width: 9" Width: 5-1/8" Width: 5-1/8" Ends: 15/32" Ends: 15/32" Ends: 15/32" Ends: 15/32" Ends: 15/32" 1/2" SO Bar 1/2" SO Bar I O W M J S Z I ui 0 m CD m m I m m cr m ¢ S ¢ m ¢ W W W o 0 W G O 5 `L LL LL LL LL J ¢ Q m W r 5.51 - EA 4.89 - EA 24.15 - EA 33.85 - EA 33.85 - EA 31.75 - EA 31.75 - EA 4.95 - EA 5.75 - EA 5.23.60+ 4.6S-80+ 22.94-15+ 32.16-10+ 32.16.10+ 30.16-10+ 30.16 -10+ 4.96- 120+ 4.40.160+ 21.74-30+ 30.47-20+ 30.47-20+ 28.58-20+ 28.58.20+ 2.25 lbs 2.25 lbs 53 lbs 6.7 lbs 7.2 lbs 6.7 lbs 7.2 lbs 23 lbs 2.75 lbs s ter► �� i� . -. � I �� .�_ �= ■ • �_ _ � �� �+_� �, ,�r���►ri �� �_ ::- �. ��- � ��i _ ��� _, �� �, _ :!� . ,� ����- ��` _ ____ ,. _ ,:- �� ___ r� �� _. � � �. � `i � e, • �►`� ., �_� `- i a.' ��w�� , L� � �.�„ �. � __ __ ■ �� _. ._. ■ ��� . ■ ■ __ ■ � ._ �- .� _ ,�� s