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91, IDENTIFICATION STAMP RAFTER MACHINE SWAGED MACHINE SWAGED TYP. DIV. OF THE STATE ARCHITECT REFER TO RAFTER TO STEEL CABLE 6� EXTENSION TO TABLE 1 WELD "B" g" FIT SNUGLY INSIDE P(2EA ITEM 20 FIT SNUGLY INSIDE APP. 04-118151 INC: CABLEFABRIC STEEL EXTENSION CROSSPIECE ARM R3/4" ADJACENT BUILDING CABLE +1/16"TOLERANCE) +1/16"TOLERANCE) EXTENSION r 9 \ REVIEWED FOR TERMINATION / (- (- STRUCTURE SHALL BE INSTALLED A MIN. OF 20'-0"AWAY FROM ADJACENT BUILDING, END "B" / RAFTER 3/8"THK STIFFENER RIDGE 6" 5" TYP BTW. ARMS o � 55 FLS AC50A12 REFER TO TABLE 1 UNLESS OTHERWISE APPROVED BY D.S.A. ON A JOB SPECIFIC BASIS. - TYP. WELD "B" M' DATE: 05.22.19 TYP 1001 iv 3/16 ITEM 20. 1/41/8 CUP CONNECTOR 1/4 TYPITEMS MACHINE SWAGEDAMPS TYP CAP PL /j. 6' ,L Q11/2"x 2" LG 10,11,12,13,14 WELD CCROSSPIECE L- PJP TYP STIFFENER FRAME LENGTH (SEE TABLE 1, CENTER TO CENTER OF RAFTERS) FABRIC PIN (A36) IDE) (HOLE DIAMETER WELD "C.. TO CUP. REFER TO TO FIT SNUGLY A CAP PL PL1/2X4 1/2X8 TABLE 1 ITEM 21. TYP BTW. RIDGEX INATION 1/16 BIGGER INSIDE RIDGE AND EXT. ARMS TO COLUMN 3/4"THK PLATE (X)�" DISTANCE "A" END "A" THAN ITEM 10) TYP CAP PL (±1/16"TOLERANCE) REFER WELD "A" PL3/4X16-1/2X7-1/2 THESE PLANS AND SPECIFICATIONS ARE THE WELD 'B" REFER TO TABLE 1 WELD "A" WELD "A" TO COLUMN CROSSPIECE TO TABLE 1 PROPERTY OF USA SHADE AND FABRIC 3/4"THK PL WELD "A" REFER TO TABLE 1 ITEM 20. ITEM 19. STRUCTURES AND SHALL NOT BE COLUMN ITEM 19. REPRODUCED WITHOUT THEIR WRITTEN U) \\ // CAP PLATE PERMISSION. \\ // (3/4"THK) �\ /� DETAIL 1 VIEW-A DETAIL-2 DETAIL 3 DETAIL-4 TOP FOR ALL SINGLE COLUMNS X \\\\ //// I REFER TO TOP VIEW REFER TO DETAIL-1 REFER TO TOP VIEW REFER TO FRONT/SIDE VIEW REFER TO TOP TOP VIEW (TOP&BOT. OF SINGLE PIH COLUMNS) USASHADE co < 2i I� N \ \ 2 / / & Fabric Structures J Q = \ \ I 1001 / / ALT. SPREAD FOOTING SIZE m \\ // ALT. SPREAD FOOTING SIZE REFER TO TABLE 1, ITEM 17 UJ a0 \\\ /// REFER TO TABLE 1, ITEM 17 CORPORATE HEADQUARTERS 8505-A CHANCELLOR ROW U) UJUJ � / DALLAS, TX, 75247 = z VERTICAL-, 800-966-5005 ADJACENT BUILDING VERTICAL oSQ. Q O DU / — REBAR 18#4 wpN0 - rte REBAR 18#4 UJzc`i ~ w Z7 w /// \\ STRUCTURE SHALL BE INSTALLED A MIN. OF 20'-0"AWAY FROM ADJACENT BUILDING, T� a J = iT -.�� w w m g CERTIFICATIONS: Q w //� \\ UNLESS OTHERWISE APPROVED BY D.S.A. ON A JOB SPECIFIC BASIS. 1/4 / \�\ � 0 w_J LL < w / O O �� J O L Q IAS CERTIFICATION No: FA-428 U /// \\\ �� ,\ Q d I + 31 aCLARK— CERTIFICATION NTY NUM ER (NEVADA)-. 55 FILL \\� 4 FRAME LENGTH (SEE TABLE 1, CENTER TO CENTER OF RAFTERS) 91, FRAME LENGTH (SEE TABLE 1, CENTER TO CENTER OF RAFTERS) �� O O �r CUSTOMER: / s \ Pip '// Stockton Joint Unified 1001 (X)x DISTANCE "A" \�v i 1 1/4" REFER TO WELD"A" School District TABLE 1, '-0" THK PL. 02'-0, � ITEM 19 WELD"A" PIRAL#4 SPIRAL#4 — — — — � w \\ � // \\ // TOP VIEW TOP VIEW 2'-0" PROJECT NAME: E \\ // \\ // PROVID APER \\ J Q �\ /� �\ ADDITIONAL FRAMES /� STD. SL O 2% MAX SECOND POUR. COLUMN (SLR Franklin High School \\ // X \ / \ MAY BE JOINED. / COLUMN \\\ / ^w \\\ 2 /// \\\ /// I PROVIDE TAP F UR Q11 1/4"x 36" ( ) N \ / \ / Of STD. SLOPE 2% X SLRS \ / w w \ 1001 / \ / Q ° HVY HEX ANCHOR -w \ / Q = \ / \ / _ FINISHED LU \\ // Q o \\\ /// \\\ /// N N J FINISHED FLAT WASHERS (2) I LOCATION: m \\ // w \\\ `/ / \\\ /// U O SURFACE LOCK WASHER SURFACE < w \\ // w / 4600 E . Fremont St . w o \\ // _ -------- 1 I I I /, _ _ Stockton, CA 95215 -------- - - Oi J \� u) LU LU = z ---_---- U / Q)3/4"X15" � _ — 11/2E RA z O / — / \ z ALL THREADED �- _ = J U 1 1/4" GROUT MODEL NUMBER: � w � O / / \ w __ TU S U w w ~ // \\ // \\ ROD ASTM A449 r- — — _ Q � 0 / Q p \\\ Q w /% a \\ /% \\ o o GALVANIZED = — °o P AND __ — __ —_ — — O DSA401 J-1 6 LU w /%/ z \\\ w /// Q \\\ 1 01 /// \\\ co w HVY. HEX NUTS (4) '--� OF SPIRAL M N w w �- _ _ ' -J TURNS U L. _ -1 BOTTOM �F _ _ 1 1/2 EXTRA z Q I / J O \ O / \ / \ FLAT WASHERS (2) — — _ - � r- — — —_ .. TOP AND LL z / Q \ // \\ // \\ z_ - — MIN O _ _ a_ � LU / z w \ - BOTTOM —� — U / / pm \ \ / FILL \\ // \\ r — Q com � _ _ �_ -�-I "' � OF SPIRAL b' \ — — — _� — N 1001 Q \� / \ — — — — � \\ r 4#- - = -� Q 3" CLEAR i0 z L = - - -_ — � \ / L_ _J z 6— l \ / 1 CA _J Cl) Z11 GH CAP PLATE 3" CLEAR 1001 � DOUBLE LENGTH JOINED CONFIGURATION HORIZONTAL REBAR E.W. HORIZO AL REBAR DOUBLE WIDE JOINED CONFIGURATION TOP AND BOTTOM E.W. TOP D BOTTOM TOP VIEW(2 FRAMES SCHEMATIC VIEW ONLY) REFER TO TABLE 1, ITEM 18. TOP VIEW(2 FRAMES SCHEMATIC VIEW ONLY) REFER TO TA 1, ITEM 18 ALTERNATE SPREAD FOOTING ALTERNATE SPREAD FOOTING (EMBEDDED, PIH) (RECESSED BASE PLATE, RBP) (OPTIONAL) (OPTIONAL) 1'-1 1/2" STRUCTURE TYPE: 1'-1 1/2" SQ. SQ. JOINED HIPS DSA 1/4 ,� —� ,�� — SPIRAL#4 VERTICAL /� �\ SIZE: SEE TABLE 1 VERTICAL / o \ VERTICAL VERTICAL REBAR 18#4 N / O O �� REBAR 8#4 // REBAR 12#4 d ; + REBAR 12#4 1 �� W + 02'-0" \�\ r� o o �� y7� o y�� SPIRAL#4 SCALE : NONE \�� ✓ Q11'-6" 02'-0" \�� I_�✓/ Pip I ✓� DRAWING SIZE: D Pip 1 1/4"THK PL. SPIRAL#4 i ��i 1 1/4"THK PL SPIRAL#4 REFER TO REFER TO TABLE 1, WELD "A" TOP VIEW TABLE 1, WELD "A" TOP VIEW WELD "A" TOP VIEW ITEM 19 WELD "A" T VIEW ITEM 19 COLUMN FOUR 01 "x 36" FOUR 01 1/4"x 36" PROVIDE TAPER LRS) ANC R RODS ANCHOR RODS ° COLUMN COLUMN COLUMN SLOPE 2/° MAX. HVY. EX NUTS (3) (SLRS) PROVID TAPER (SLRS) HVY. HEX NUTS (3) (SLRS) F WASHERS (2) SLOPE 20 MAX. FLAT WASHERS (2) LOCK WASHER J LOCK WASHER PROVIDE TAPER PROVIDE TAPER U SLOPE 2% MAX. C,4 U SLOPE 2% MAX. N FI HED FINISHED FINISHED FINISHED SURF E SURFACE SURFACE SURFACE \ _ / o 013/16" HOLE L � o x�\� �\�\� 013/16" HOLE L — z TROUGH L = _ _ "j TROUGH L = — _ — 1 1/2 EXTRA 1 1/2 EXTRA L = _ = _ 'j TURNS 1 1/4" GROUT _ co z w 03/4"X 15" — — _ _ '� LU L = TURNS 1 1/4" GROUT z TOP AND ]I—_— =_I� cfl 2E 03/4"X15" L = TOP AND �_ = g _ — — BOTTOM 0 1 1/2 EXTRA PRE-CHECK (PC) o c7 _ ALL THREADED — _ _ -{ DOCUMENT LU ALL THREADED — — - 1 1/2 EXTRA - _ _ — OF SPIRAL Q L = _ _ TURNS _ -� BOTTOM z_ o � L —_ � — _ '� w ow z ROD ASTM A449 w L = �I— — =I� _ .� �' ROD ASTM A449 — — OF SPIRAL O z w TURNS = C0 m L _ — — _ '� Q z w _ TOP AND Code : 2016 CBC _ � L — _ -� Q (0 z w L —_ _ _ '� - GALVANIZED — + U C� - w GALVANIZED — - + O TOP AND (D a w L — 4" - _ '� cn = o DE _ _�� _ '� BOTTOM z a z — _ _ 'j _ o _ _ 'j z w HVY. HEX NUTS (4) _ - w - L — _ _ A separate project application UJ HVY. HEX NUTS 4 _ - L = _ BOTTOM p w = -MIN: _ -� _ CY, a w o iv OF SPIRAL O o J g ( ) = MI -� �, } , _ o m N v J FLAT WASHERS (2) L — _ — �, w = �_ m L — ��— — _�� _ -� Q for construction is required. c7 m FLAT WASHERS (2) _ _ w _ 2 L — � — = � a OF SPIRAL a z Q — — _ � o a_ — =I� = a. z < — o a = w L = = 1 = -{ � � co ww _ c� w w - ~ o - L = — — — _ � 4 z o J L — �1- = =1� = -I �, } Eng. By : JO 02/26/18 =Cur o � — - - - _ — � o z _ — � w -I a 00 ~ _ = = = = -I * Design B MP 02/26/18 UJ _ - - = a o — = = -I U_ L = - - - _ CO LL 00 = - 9 Y U_ — — _ VERTICAL co a 0 o L = — Q CAP PLATE — — — — 1-- UJ CAP PL E L=_— BAR a w z L=_ — VERTICAL � — — VERTICAL Oa w z — VERTICAL a- Approved By : JO 02/26/18 z 12 4 w g REBAR � z REBAR 18#4 w cn — 12#4 _ _ _ Cl) _ — _ REBAR 18#4 DRAWING DESCRIPTION: co co — =-� DETAILS 3" CLR. 3" CLR. 3" CLR. 3" CLR. 2'-6" 2'-6" DWG. 2'-0" 2'-0° A� , oQ��FssI❑ DSA401 J-16 DRILLED PIER FOOTING-PIH DRILLED PIER FOOTING-RBP SHEET (EMBEDDED, PIH) DRILLED PIER FOOTING-PIH DRILLED PIER FOOTING-RBP + y� 24.2-1001 (USE FOR NON-CONSTRAINED CASES) (RECESSED BASE PLATE, RBP) (USE FOR NON-CONSTRAINED CASES) (EMBEDDED, PIH) (RECESSED BASE PLATE, RBP) No. 3693 (USE FOR NON-CONSTRAINED CASES) (USE FOR NON-CONSTRAINED CASES) �y NO.C191 (OPTIONAL) (OPTIONAL) ] REN 10-31-15 Sf CTU `� REV. DRILLED PIER DETAIL TYPE "A" DRILLED PIER DETAIL TYPE "A" DRILLED PIER DETAIL TYPE "B" DRILLED PIER DETAIL TYPE "B" OF cp��Fo�- 9TH OF CA�`FQQ REFER TO TABLE 1, ITEM 15 REFER TO TABLE 1, ITEM 15 REFER TO TABLE 1, ITEM 15 REFER TO TABLE 1, ITEM 15 b/21/19 NC