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TRUSS MAY OR MAY NOT MECHANICAL DUCT. P = REF. S3.0 FOR <br /> HAVE PARAPET WALL. SEE MECH. DRAWING FOR ROOF POINT LOADING <br /> II SEE PLAN. Y8 SLOPE PLACEMENTS. Y SLOPE AND S1.0 FOR TYPICAL A. DESIGN CRITERIA <br /> J EF-3 OR EF-6 �— TRUSS AREA LOADS. 1. DESIGN LOADS: Architecture / Development <br /> a <br /> II WATER TIGHT CAP SEAL <br /> LIVE LOAD: 100 PSF RACK <br /> Z Illl II Illi PLAN 14901 Quorum Drive <br /> 00 <br /> W ii ii 11 1111 SOUTH °i B. ALL STEEL RIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF AISC MANUAL OF Suite Sex <br /> x II II II II II (2) 1)/2"0 STD. STL. PIPE STEEL CONSTRUCTION AND SPECIFICATIONS. Dallas Texas 75254 <br /> = Iljl II II II 2. MATERIALS: <br /> Ph: (972)239-8884 <br /> z II II I I (2) PIPES ARE SIDE-BY-SIDE , „ Fax:(972)239-5054 <br /> * ANGLES, CHANNELS, PLATES, & BARS: ASTM A36 <br /> _j II II �� II II FOR EF-3 T1 26 -1 Y4 26 —9Ys * BRACE MATERIALS: <br /> II II GRADE 304 STAINLESS STEEL PER ASTM A240/A24OM ISSUE RECORD <br /> 3 " T2 24'-9)2" 26'-gy" TENSILE STRENGTH.....................515 MPa (75 KSI) DATE DESCRIPTION <br /> /4 O THROUGH BOLT (TYPICAL) YIELD STRENGTH.......................205 MPa (30 KSI) <br /> o II 5 „ MODULUS OF ELASTICITY "E"............193 GPa (28x106 PSI) URBAN DESIGN PROTOTYPE <br /> ,y WOOD TRUSS T3 24'-9)/2" 27 -9/8 7-10-2020 ISSUED FOR PERMIT <br /> T4 26'-9Y" 26'-9)s" 3. STRUCTURAL STEEL FABRICATORS (APPROVED BY BLDG DEPT.) SHALL FURNISH SHOP DRAWINGS OF <br /> ZLALL STEEL FOR REVIEW OF STRUCTURAL ENGINEER PRIOR TO FABRICATION. <br /> . .\� a 2x12 FLAT W 6-12d T5 VARIES 26'-9Ys" 4. EXEPT WHERE ENCASED IN MASONRY, CONCRETE OR SPRAYED ON FIRE PROFFING, ALL STEEL SHALL <br /> / RELIEVE ONE SHOP COAT OF RUST INHIBITIVE PRIMER. <br /> (3/ROW) NAILS TOP & 5. HOLES SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY DETAILED ON DRAWINGS <br /> 1 BOTTOM STEEL MEMBERS SHALL BE SHORED WHEN PERMISSIBLE HOLES ARE CUT OR BURNED. BOLT HOLES <br /> II <br /> 2x4 BRACE (ONE SIDE ONLY) 1 SHALL CONFORM TO AISC SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. <br /> W/ 4-12d NAILS SI SHOWN I 2x6 EA. FACE W/ LUS26 6. STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF RUST, MILL SCALE, GREASE, ETC. <br /> HANGER TOP & BOTTOM <br /> lo►,. .� <br /> I <br /> REVISION RECORD <br /> PIPE SUPPORT DETAIL SCALE: 1g TRUSS PROFILE SCALE�0 g NOTES SOCA 1E�0 4 <br /> 3/4 =1 -0 <br /> o = 46 POST <br /> 3/$" SLOPE <br /> STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE U f� <br /> SSWAB 3/4" ANCHOR BOLT SSWAB 1 ANCHOR BOLTQ FINISH 0 <br /> DESIGN CONDITION ANCHOR - REF. ARCH. <br /> CRITERIA STRENGTH ASD ALLOWABLE W de ASD ALLOWABLE W de o <br /> 4( <br /> UPLIFT (Ibs.) (in.) (in.) UPLIFT (Ibs.) (in.) (in.) i SECT. 3-Y'D x4 <br /> SEISMIC CRACKED STANDARD 9,600 20 7 17,100 30 10 "A" LAG SCREWS 0 � <br /> onald <br /> T601 " MATERIAL SUPPORT <br /> NOTES: PLAN 14-3 BAR BY OTHERS "' oberts <br /> 1. REF. 13/SD2 FOR SIZE SPECIFIC DETAILING. SOUTH/EAST T6A 13'-10,4 \ 0 <br /> T7 11'-10%" REF. 4/S7.0 1—4 <br /> 7 01 <br /> Tg 16'-1 12 <br /> FOR NOTES � Associates, Inc. <br /> \ SECT. „A„ Consulting Engineers <br /> SIMPSON STEEL SLAB OR CURB AND � � <br /> STRONG-WALL SURROUNDING FOUNDATION Tg 19-11Y2" <br /> NOT SHOWN FOR CLARITY � 2948 N. Stemmons Freeway <br /> 01 <br /> F. 8 —� Dallas, Texas 75247-6103 <br /> 1 W I^ < , • T10 17'-2Y4" �° ° �° �° Phone: (214) 637-6299 <br /> 2 m www.rara.net <br /> 11 W ,� T11 17'-7Y4" ; BRACE BY <br /> SSWAB T12 17'-11Y2> 2'-0» <br /> OTHERS PROFESSIONAL SEAL <br /> ° <br /> T13 15'-11)2" %V%OFESS <br /> XW yW 9� <br /> T14 01 16'-15/" 01 *FRAM ER/CON TRACTOR TO POSITION POST & USE e a <br /> (SIMPSON "AB" ® BASE & SIMPSON "PCZ" ® TOP) AT SLAB AND ROOF LEVEL. N <br /> FOUNDATION PLAN VIEW T15 16'-6Y" 041650 <br /> EV.12/31/21 <br /> SCALE: SCALE: SCALE: <br /> MIN. REO'D SSW FOOTING DIM'S N.T.S. 15 TRUSS PROFILE y4»=, _a' 7 INVERTED BRACKET SECTION 1Y»=, _a 3 OF CAO/_ <br /> Ya" THICK BENT PLATE <br /> COORDINATE SIZE WITH <br /> DIAMETER WATER HEATER 2 <br /> MANUFACTURER. <br /> LENGTH46 POST <br /> F <br /> a 0 0 <br /> # HRS12 EA. FACE (NOT <br /> 1 36 Y"O A325 N <br /> REQUIRED @ CANTILEVER) GYPSUM 3„ W FINISH o 0 <br /> HS BOARD THRU BOLT <br /> 3„ GLB. REF. PLAN , REF. ARCH. �, <br /> HS ON HIGH (TYP) SECT. 0 0 <br /> PROTOTYPE VERSION <br /> n n MATERIAL 76U.2.67 <br /> TRUSS & ROOF (3) #10 WOOD B , SECT. <br /> STRENGTH MODELS DECK NOT SHOWN SCREWS INTO EACH SUPPORT BAR <br /> FOR CLARITY OF (3) 2x STUDS BY OTHERS REF. 4/S7.0 SECT. "A" <br /> = 2x8 2x8 FOR NOTES PROJECT NAME <br /> CD <br /> _ _ INN OUT <br /> 4x6 <br /> C� HEAVY HEX NUT <br /> 0 0 0 0 0 _ POST <br /> U z FIXED IN PLACE ON - BURGER <br /> W e — - - — - - <br /> M J ALL SSWAB ANCHOR BOLTS PLAN — — — <br /> HEAVY HEX NUT SDS Y4"x3Y" SCREWS 2x8 — <br /> N SIMPSON H3 — <br /> o ALIGN NOTCH ON L50 NOTE: STRAPS AND BRACES SHALL BE <br /> PLATE WASHER STRAP WITH BOT. OF 2x6 LEDGER W/ 3 BRACE BY <br /> NOTE: HDR #10 WOOD SCREWS SIMPSON A35 PLACED A MAXIMUM OF L/3 FROM THE OTHERS <br /> o 0 2x6 <br /> STRAPS MUST BE INSTALLED INTO EACH STUD TOP OF THE UNIT AND L/3 FROM THE , STO C KTO N <br /> ° HEAVY HEX NUT ON EXTERIOR FACE OF SSW SIMPSON STRONG o BOTTOM OF EACH UNIT WITH A MINIMUM 2'-0" CALIFORNIAPANEL. POSITION HEADER WALL REF. PLAN 3„ o N CLEARNCE OF 4" ABOVE THE CONTROLS L2x2x13 GA. C <br /> M FLUSH WITH EXTERIOR 1 W L i x6" LONG W/ <br /> Q STEEL STRONG- MODEL N0. DIAMETER LENGTH I e FACE OF SSW PANEL. 1 ° ° N zo 6-Y % x4 <br /> U_ WALL WIDTH PORTAL STRAP <br /> 0 12" MODEL SSWAB3 4x24 3/4" 24" 19" AND #14 SELF LAG SCREWS <br /> 15" MODEL SSWAB1x24 1" 24" 19" DRILLING SCREWS *FRAM ER/CON TRACTOR TO POSITION POST & USE SECT. "B" 5202 PACIFIC AVE <br /> 15" MODEL SSWAB1x24 1" 24" 19"tf 2x6 W/ 4 -8d N ILS ® (SIMPSON "AB" ® BASE & SIMPSON "PCZ" © TOP) AT SLAB AND ROOF LEVEL. STOCKTON, CA 95207 <br /> LAPPED CONNECTION. (TYP.) <br /> SECT. "A" <br /> a <br /> 00 <br /> SSW ANCHOR BOLT <br /> SCALE: 14 STRONG WALL BEAM SUPPORT SCALE: 10 WATER HEATER AND CO2 TANK BRACING SCALE: g STANDARD BRACKET SECTION SCALE; 2 <br /> 0 <br /> /4 -1 0 /4 -1 0 1)/ -1 0 <br /> 21 <br /> L h MIN CD <br /> L t CONTROLS <br /> M I STEEL STRONG-WALL SHEAR ANCHORAGE <br /> 4x BLKG. <br /> NoNmOUT <br /> \BURGER® <br /> 6 SEISMICREF. ARCH. FOR SPACING <br /> 3 3 ° S E PLAN OF BRACKETS/ POSTS. <br /> r- MODEL Lt OR SHEAR MINIMUM CURB/ Lv <br /> GOD BLESS AMERICA <br /> U) Lh (in) REINFORCEMENT STEMWALL WIDTH (in) w T.O. RACK <br /> Ln <br /> M #3 HAIRPIN, �#3 TIE, GRADE 40 v z EL= REF ARCH. <br /> a' SSW12 9 (1) #3 TIE 6 0' � � °O ° ° <br /> C:11 GRADE 40 REBAR (MIN.) REBAR (MIN.) a I I <br /> o FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING SSW15 12 (2) #3 TIE 6 \ J <br /> o CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. <br /> N VARIES WITH BOLT SPACING. SSWAB SSW24 17 (2) #3 TIE 6 <br /> SSWAB T.O. RACK 2 S7.0 PROJECT NUMBER <br /> 101 10PI <br /> HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT NOTES: EL= REF ARCH. o e o 190955 <br /> E SSWAB LZ <br /> 1. REF. 13/SD2 FOR SITE SPECIFIC DETAILING. ° <br /> CD 2/S7.0 <br /> 3 HAIRPIN (#3 TIE SIMILAR). SSWAB SHEET TITLE <br /> SEE TABLE FOR REQUIRED QUANTITY. <br /> CD A #3 HAIRPIN (#3 TIE SIMILAR). <br /> r SEE TABLE FOR REQUIRED QUANTITY. <br /> 11'2" CL 1Yz" CLR T.O. RACK <br /> zz/ <br /> %" SPACINGSECTIONS, <br /> 2x BLKG. ® 12" 6x6 SOLID BLKG. ELEVATIONS <br /> ' <br /> 0.C. TYP. W/ A35 W/ SIMP. LS50 <br /> Q < ° 4'-9" 3,-0„ <br /> v @ TRUSS (TYP.) EA. END & & DETAILS <br /> U STAGGER AT (TYP.) <br /> OPPOSITE SIDES <br /> oBE <br /> PLACED A MAXIMUM OFAL/3 FROMLTHE <br /> Z STRUCTURAL NOTES <br /> TOP OF THE UNIT AND L/3 FROM THE SHEET NUMBER <br /> `A BOTTOM OF EACH UNIT WITH A MINIMUM <br /> HAIRPIN INSTALLATION SECTION A-A CLEARNCE OF 4" ABOVE THE CONTROLS <br /> v (GARAGE CURB SHOWN.OTHER FOOTING TYPES SIMILAR.) <br /> LU <br /> O S7mO <br /> Of SCALE: SCALE: SCALE: <br /> w STEEL STRONG WALL ANCHOR BOLT SHEAR ANCHORAGE N.T.S. 9 SECTION Y4'=1,_D„ 5 ELEVATION y„=1 .0» 1 <br /> O <br /> X <br />