6465 Paden Wheel St - Laserfiche WebLink

Browse Search

�.10 "P.: .; p. p.; VkA ALTERNATE POWERS 0)• - •'a'° STEEL LINTEL "' `� � - 0 0 o O z 8F8-1B/1T F B/1T o O ® ' TYPE DESIGNATION #5 RE AT TOP #5 REBAR AT TOP U-6 O, , MIN. (1) REQ'D MIN. 1 REQ'D p Q ° F FILLED WITH O a 1-1/2"CLEAR 41, O 01 O O O O O D GROUT / U= UNFILLED a 1/2" j',a 8RF14-1B/1T8RF14-OB/1T 8F16-1B/1T 8F16-0B/1T :o.° ° R=RECESSED LEAK o E a G+ D C O ° O O ° O REBAR @BOTTOM ° o° p O Z G 0 0 0 0 � OF LINTEL CAVITY 8F20-1 B/1 T $F20-OB/1 T J � °QC.M.U.W Q p o, � � {) GO O � _ ° _ � � C.M.U. 8F16— B/1T a l�XLU a , a N Z d o GROUT 3ruw t W tNOMINA QUANTITY OF ° 5 REBAR AT a n \ \ O t1 f ~ •e a° e° O O a° a° a° e° _ _ M1•. WIDTH #5 REBAR AT BOTTOM OF ¢ cwi � E 8RF6-OB/1T °°' TOP O c LINTEL CAVITY z � z L6 Q n Q MIN. (BAR AT BOTTOM N ZD ZD rn NOMINAL "*—BOTTOM REINFORCING i¢- on p • p ) .- ,v ° •� ° HEIGHT PROVIDED IN LINTEL ~ 7-5/8"ACTUAL (VARIES} N M U16� 04 8" NOMINAL WIDTH 1-- (`6aM 16 GAUGE POWERS W rn t0 M : , STEEL BOXED LINTEL (D O LLU CO OO ° ' ° ° ' ° ° ' ° ° ' ° MATE IA S POWERS STEEL BOXED LINTEL NOTES (ALT.) E U ai <n a O O 8F20-1 B-2T ° ° : ' ° ° 1fc precast lintels = 3500 psi. ) o O O O O ' ' ° ';' ' a' ° , ° 4c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN Q cm < o grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. 8F24-1 B/1T 8F24-OB/1T °' °;s Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. ' ° ioncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. , "� sin ° minimum net area compressive strength = 1900 psi. O O • ° :. . 3. If lintel is scratched or damaged refer to Powers Steel for repair. O Rebar per ASTM A615 Grade 60. $d'1 Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required top and s D. F'7� 2.70 low relaxation. bottom of all Powers Steel lintels. �� f 7l32 wire 5. A bonding agent must be applied to the Steel Box lintels prior to 8F32 OB/1T 8F32 1B/1T ; ; a:', per ASTM A510. .t~ ° e ° applying the cementitiuos coating. See contractor specifications ° n Mortar per ASTM C270 type M or S. �: � ; v�i �•� '� � GENERAL INSTALLATION NOTES U' .w g'o°�' ��' Z_ W ., �� Provide full mortar head and bed joints. fZ 8F40 OB/1 T Q ° 2. Shore filled lintels as required. I N c p t LU O O 3. Installation of lintel must comply with the architectural and/or structural drawings. �J rt a © 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate W r� c ii 'o 8F44 1 B/1 T vertical cell reinforcing and grouting. Q W _ ' L S z T ° Q 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and Z c m �,�. j" t ©• ti longer with a nominal height of 8" meet or exceed L/180. •v` e O 6. Bottom field added rebar to be located at the bottom of the lintel cavity. t; LL Z 7, 7/32"diameter wire stirrups are welded to the bottom steel for mechanical anchorage. m ,�, ¢� � 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete W N a M''i i? $ ' • ° ' r ° ' ° masonry units. < 0 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 v 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. ulull", 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have To the best of the Engineer's knowledge, information, and a coating of stucco applied in accordance with ASTM C-926 or other approved LINTEL PLAN NOTES: Coating. belief, the structural plans and specifications contained within these drawings comply with the Florida Building 41, O O 4� - 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY, Code 5th Edition (2014) Residential. Engineer's signature - ° ° O O �C loads shoud be checked for combine loadingwith the following equation: • 8F28 1 B/1T g q and seal is only for the structural engineering portions of +`1 ° a ° 8F28 0B/1 T O O Applied vertical load Applied horizontal load the drawing pages bearing Engineer's signature and seal. T 8RF301B/1T Safe vertical load Safe horizontal load C� ,Q 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE J ; ASSUMED TO BE 16" MINIMUM DEPTH. O UO 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 0 o LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH 8RF40 013/1T THE ELEVATION DRAWINGS o 4-THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER z N LINTEL HEIGHT. O aJ CN all ) 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED fn o FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED ¢ FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. Ul 'L Z C) Q 11 ILLfl. C�Qco POWER STEEL LINTEL IS AN ADEQUATE z 3 :0 SUBSTITUTION @ALL LOCATIONS UNLESS w o NOTED OTHERWISE AT OPENING LOCATION W J � Q � O 07. O Z LU LL LLI Z Lu Z �>.zaS O _ z) Z0°-� Qa UAda =�ZwF-Z U Q 0 J J o a 0 3 0 0 U=O�wN �a0ZO w=W it o �J N N Ln �2oa Lu < Z cg(� i W F OF O -v LU0000� Qd 2 cZ Zc=,oZ z ww _J 40 0 O LL Z Q V/ Q CU, O 0 .. N '� `"aoZ< Oaa� O (V W a~ F F z O O . .. 1- w > ~ Z z z 0 g _J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. LJ 106 O MIN. JOB NO: 17-4138 O MIN. SHEET NO. LINTEL PLAN-1L1SCALE. /4n_-1,-0n0 rkur _I[��>Ta._I—r��wuiiia a ulwl� liuu�l_r,r � I,u,��i,:,..�1� a�- i I, a l' I I i I �-