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13-14360
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2013
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13-14360
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Last modified
4/23/2014 10:35:52 AM
Creation date
4/23/2014 10:35:50 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
13-14360
Building Department - Name
O'NEIL,BELINDA (GOULD)
Address
4949 19TH ST
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BASE RUNNER ANCHORAGE FOR LOW AND HIGH WIND SPEEDS <br /> LENGSH VRRIES ➢EPEN➢ING ON <br /> NUaBER ANO SPACING�F RAfTERS <br /> 3��� P�YV�D 2x6 JOIST 4x6 QUNNER <br /> f��ORING �7YP7 <br /> <T YP) <br /> � I <br /> � ANCHOR <br /> <T�P) <br /> a I <br /> PULLING <br /> HLOCK <br /> f TYP) <br /> tt <br /> S <br /> � <br /> — 3B <br /> S 5 <br /> 3A <br /> 5 <br /> TYPICAL BASE FRAME PLAN <br /> SCALE 3/16' _ ]'-0' <br /> I <br /> °� <br /> I 2' VASHERS BASE <br /> a%6 RUNNER Rpi� I• <br /> 2xb �6 PUL� BASE <br /> BOARD RAR <br /> aI 2x6 <br /> 2x6 I• <br /> _--_— —__ __—_-- OI° — <br /> I I <br /> IX6 RUNNER <br /> � � TOP OF ASPMALT - DRI�L 5/8' DIAMETER HpLE <br /> PAVEMENT pR TFKtOUGH iME RUNNER ANO <br /> GROUND S4RfACE SECURE TO ANCI�R EYE VITH <br /> 1/2' DIAMETER THROUGH BOL7 <br /> -� � �—���—���—� �—� � �—�� _���_� � �_���_� (=� � �_� � <br /> =1 I I-1 I 1-1 I I. � I I 1=1 I i -1 I I-1 I I-1 I I � ,I i 1=1 I i- <br /> DOUHLE HELIX EYE ANCH'�R D�uB�E HEltx EYE ANCrNR <br /> cSEE NOTES BELOM <SEE NCTES BELOV) <br /> 3A GR�UND BASE HELIX ANCHORAGE GR�UND BASE HELIX ANCHORAGE <br /> SCA�E NTS �� SCALE NTS <br /> CCAN BE USED FOR ASPHAIT) (CAN BE USED FOR ASPHALT) <br /> HELIX ANCHOR N�TES <br /> 1. FOR VERY DENSE AND/OR CEMENTED SANDS, C�ARSE GRAVEL 5. �OR VERY LOSE T❑ MEDIUM DENSE SANDS, FIRM TO STIFFER <br /> AND CpBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) <br /> C2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT 8' HELICES WITH MINIMUM 60 INCH EMBEDMENT, <br /> 2. F�R CORAL USE MINIMUM (2) 4' HELICES VITH MINIMUM 30 INCH 6. (2) HELICAL ANCHORS REQUIRED PER 3 FRAME LINES. <br /> EMBEDMENT <br /> 3. FOR MED]UM DENSE C�ARSE SANDS, SAN➢Y GRAVEIS, VERY <br /> STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HEU CES WITH <br /> MINIMUM 30 INCH EMBEDMENT <br /> 4. FOR LO�SE TO MEDIUM DENSE SANDS, f'IRM T� STIFi' CLAYS AND <br /> SILTS ALLUVIAL FILL USE MINIMUM <2) 6' HELICES WITH MINIMUM 50 <br /> INCH EMBEDMENT <br /> MOORE AND ASSOCIATES VN 8�i ,1tS BENNETTBUILDINGSYSTEMS,LLC <br /> ENGINEERING AND CONSULTING� INC. yY, pyH METAL FRAME ENCLOSED BUILDING <br /> 7f0i�CIAOfi Ii T►E'1'11O47tT1'�1m�AIY Aii0C7A 1G M <br /> u"`m°��'ou`r°'' .� u��'"`��w`�� a r Mae� vsM � +-e-u c� �rt�s i�as <br /> �r�ao�w,r <br />
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