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18-19394
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18-19394
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Last modified
9/24/2018 11:04:12 AM
Creation date
9/24/2018 11:04:06 AM
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Building Department
Company Name
LINCOLN HEIGHTS
Building Department - Doc Type
Permit
Permit #
18-19394
Building Department - Name
DAFFRON,ELIZABETH
Address
39418 KENNEDY AVE
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TABLE 2:ANCHORS INSTALLED THROUGH FRAME 7ABLE 3:ANCMORS INSTALLED THROUGH INTEGRAL FW <br /> Anchor 9u6drate Min.Edge Min. p��or Substrate Min.Edge Mln. <br /> Di�ance 6nbedment Diafanee 6nbedment - � <br /> tF10 SMS P T.Southem Pine(SG=O. ) 7/16" 1 ' 2-1/2'x.131"Common Nail p T Southem Pine(SG=.55) 9/16' 2-7/1G <br /> (steel,18-8 S.S. Sted,A38 31B" 0.050" Mex.DP o}50.0 <br /> or 410 S.S.) Steal Stud,A853 Or.33 3/8" 0.0348"(20 Ga.) 2-1/2'x 131"Wn8-shank Nail P T.Southem Pina(SG=.55) 9116' 2-7115 � <br /> -s I <br /> Maz.DP oi 50.0 Aluminum,60B3-T5 3/8' 0.0713" 14 Ga. 2-1/2 x 145'Roofing Nail P.T.Sarthem Pine(SG=.55) 9I16" 2-7118' " <br /> #12 SMS P•T.Southem Pine(SC�0.55) 8l16" 13�8" P T.Southem Pina(SG=.55) 3/4' 1�l8' ! <br /> (steel,18-8 S.S. Sfeel,A36 3!6' 0.050" #70 SMS Aluminum,6063-T5 3/8' 0.0713"(14 Ga) ; <br /> Steel Slud,AB53 Gr.33 3/8" 0.0348'(20 Ga.) (steel.1&8 S.S. � <br /> or 410 S.S.) w 410 S.S. Steel Slud,Gr.33 3J8' 0.0348"(20 Ga) � <br /> Aluminum,8083-T5 3/8" 0.0713" 14 Ga. � Steel,A36 3f8' O.Q50" <br /> 3H8"Ultraeon P T.Southem Pine(SC�0.55) 7H6" 1�8" � <br /> (steel) Conerete(min.285 ksl) 1" 13�8" WINDOW SHAPESAS SHOWN BELOW OR <br /> MaX.DP Of 50.0 Un t!d CMU.(AS1M C-90) 2-1/2" 1-1/4" ANCHOR NO7ES: SIMILAR,MAY BE USED BY INSCRIBING THE ' <br /> P.T.Southem Plne(SC�0.5� 1" 13/8" GE-7700 OR SNAPE IN A BLOCK AND OBTPJNING DESIGN � <br /> 1/4"UltfdC011 Concrete(min.2.85 ksi) 1" �alq" 1)'UNGROUtED CMU"VALUES MAY DOW-791 PRESSURES AND ANCHORAC+E FOR THAT BLOCK � <br /> (StMI) U(I Ul2d CMU, 51M C�0 2-1/2" �_�Jq^ BE USED FOR GROUTED CMU SIIICONE SIZE FROM THE TABLE ON SHEET 1. <br /> 8� G4 � APPLICATIONS. � <br /> 1/2'NOM.GLASS �� WIDTH �� WIDTH fr <br /> Concrete min.285 ksi 2-1/2" 13�4" 0 B1�Typ. � i <br /> P T Southem Pine(SC�0.55) 1" �$Ig" 2)PANHEAD,FLATHEAD OR EX�R T // � : <br /> HEXHEAD ARE ACCEPTABLE. � <br /> 1/4"Cmtef7ex Concrete(min.3.35 ksi T' 1�14" I � T � <br /> (410 S.S.) UII t!d CMU, STM C-00 2-1/2" 1-1/4" 3)ANCHOR LENGTH TO BE SO THAT � � � / t <br /> Concrcte min.3.35 ksi 2-1/2" ��IQ" A MIN.OF 3THREADS EXTEND W W W �F� <br /> BEYONDTHE METALSUBSTRATE. � <br /> 1/4"Ayyre-Gator CmcRte(min.3.275 ksi) 1-1/2" 13r8" = W � �_ ; <br /> (te-e s.s.) P T SouNem Pine(SC�0.5� ��� ��g� TYP•GLAZING DETAIL I � j I / <br /> Un uted CMU, ASTM C-�0 T 1-1/4" 1 � .L 1 f <br /> 4 <br /> RnDN5fOP ARCNTOP � <br /> (E�UAL•LIfESHOWN) (PitOViEW/00.1EL5HONT1) <br /> I <br /> i <br /> � 3/4'NOM. � —�{ 3/4°NOM. � —�{ 7!B'NOM. � � 7/8'NOM. � i <br /> � � � <br /> 1/8"ANNEALED OR 3/16"ANNEALED OR � <br /> TEMPERED GLASS TEMPERED GLASS 5/16"A/A PVB 5J16"A/A PV8 <br /> 1!2"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE ( <br /> 1!8'ANNEALED OR 3/16'ANNEALED OR 7!8"ANNEALED OR 3116"ANNEALED OR <br /> TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS <br /> DURASEAL, DURASEAL, DURASEAL, DURASEAL, <br /> SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER , <br /> OR CARDINAL OR CARDINAL OR CARDINAL OR CARDINAL ' <br /> XLEDGE XLEDGE XLEDGE XLEDGE � <br /> i <br /> GLAZING TYPES � <br /> TABLE4:REINFORCEMENTTYPES r�J I�� � � � � <br /> i � , <br /> Relnforcement � � �� �� ���� , �> E <br /> REINFORCENT TYPE A REINFORCENT TYPE B REINFORCENT TYPE C "��� '' <br /> U per Lite Lower llte �,,1.�J� � =:.. <br /> Level Bottom Bottom Side �;''.`•�''''' = <br /> To Rall �= VINYL SH WINDOW FPA(NON-IMPACT) 0 12/13/14: - ! <br /> Rell P Reil Rails . - <br /> "GLASS/ANCH�ROPTIONS �m � ' �� I <br /> R3 B A A A o o J ROSOWSKI -";,� , � ( L+(S . C:i: 4i I <br /> R2 C A A A � ; ;; `��<•. <br />
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