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TRUSS MAY OR MAY NOT MECHANICAL DUCT. P = REF. S3.0 FOR HAVE PARAPET WALL. SEE MECH. DRAWING FOR ROOF POINT LOADING II SEE PLAN. 3/8" SLOPE PLACEMENTS. %" SLOPE AND S1.0 FOR TYPICAL A. DESIGN CRITERIA J EF-3 OR EF-6 �— TRUSS AREA LOADS. 1. DESIGN LOADS: Architecture / Development Q II WATER TIGHT CAP SEAL - LIVE LOAD: 100 PSF RACK Z IRI I I fR PLAN 14901 Quorum Drive B. STEEL II U II U SOUTH Suite 300 xL�j ii ii I I ii ii (2) 1J/2"O STD. STL. PIPE 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE LATEST EDITION OF AISC MANUAL OF Dallas Texas 75254 STEEL CONSTRUCTION AND SPECIFICATIONS. = II II II II Ph: (972)239-8884 2. MATERIALS: F- II II I I II II (2) PIPES ARE SIDE-BY-SIDE * ANGLES, CHANNELS, PLATES, & BARS: ASTM A36 Fax:(972)239-5054 J II II II II FOR EF-3 T1 26 -1 Y4 26'-9)/8p' II IIBRACE MATERIALS: GRADE 304 STAINLESS STEEL PER ASTM A240/A240M ISSUE RECORD III II IIITENSILE STRENGTH.....................515 MPa (75 KSI) v IIU I I ILII 3 » T2 24'-9)/2" 26'-9)/8" DATE DESCRIPTION /4 O THROUGH BOLT (TYPICAL) YIELD STRENGTH.......................205 MPa (30 KSI) o I I 6 URBAN PROTOTYPE DESIGN WOOD TRUSS T3 24'-9Y" 27'-9 a" MODULUS OF ELASTICITY E"............193 GPa (28x10 PSI) 10-22-2018 ISSUED FOR PERMIT w II T4 24'-9Y2" 27'-9%" 01 3. STRUCTURAL STEEL FABRICATORS (APPROVED BY BLD'G DEPT.) SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR REVIEW OF STRUCTURAL ENGINEER PRIOR TO FABRICATION. • •\ 26'-9Y2" 27'-9%" 4. EXEPT WHERE ENCASED IN MASONRY, CONCRETE OR SPRAYED ON FIRE PROFFING, ALL STEEL SHALL \ 2x12 FLAT W/ 6-12d T5 RECIEVE ONE SHOP COAT OF RUST INHIBITIVE PRIMER. I I .10 (3/ROW) NAILS TOP & T6 26'-9Y" 26'-9Y$" 5. HOLES SHALL NOT BE PLACED IN STEEL MEMBERS UNLESS SPECIFICALLY DETAILED ON DRAWINGS II BOTTOM 01 STEEL MEMBERS SHALL BE SHORED WHEN PERMISSIBLE HOLES ARE CUT OR BURNED. BOLT HOLES 2x4 BRACE (ONE SIDE ONLY) I T7 VARIES 26'-9Ys" SHALL CONFORM TO AISC SPECIFICATION, AND SHALL BE STANDARD HOLES UNLESS OTHERWISE NOTED. W/ 4-12d NAILS AS SHOWN I 2x6 EA. FACE W/ LUS26 6. STRUCTURAL STEEL SHALL BE DELIVERED TO THE JOB SITE FREE OF RUST, MILL SCALE, GREASE, ETC. HANGER TOP & BOTTOM 1 01 \�4 REVISION RECORD PIPE SUPPORT DETAIL SCALE 16 TRUSS PROFILE SCALE: S NOTES SCALE: /4 =-l1' 4 3/4 =1 -0 w o = 46 POST 3/$" SLOPE STEEL STRONG-WALL ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE LL: U �� SSWAB 3/4" ANCHOR BOLT SSWAB 1 ANCHOR BOLT Q FINISH O DESIGN CONDITION ANCHOR - REF. ARCH. CRITERIA STRENGTH ASD ALLOWABLE W de ASD ALLOWABLE W de b UPLIFT (Ibs.) (in.) (in.) UPLIFT (lbs.) (in.) (in.) i SECT. 3—Y"0 x4" SEISMIC CRACKED STANDARD 9,600 20 7 17,100 30 10 I "A" LAG SCREWS O O T818'-1" i MATERIAL SUPPORT _ oriald NOTES: PLAN � BAR BY OTHERS "' 1. REF. 13/SD2 FOR SIZE SPECIFIC DETAILING. SOUTH/EAST T8A 14'-1 OY4 o R- oberts T9 16'-1" lo \ REF. 4/S7.0 - 1 FOR NOTES T10 16'-11Y2" Associates, Inc. SECT. A Consulting Engineers SIMPSON STEEL SLAB OR CURB AND STRONG–WALL SURROUNDING FOUNDATION T11 19'-11)/" 2948 N. Stemmons Freeway NOT SHOWN FOR CLARITY — — — — — — — — — — — Dallas, Texas 75247-6103 W I . ° T12 17'-23/4" O O O Faxn(214) 6373699799 BRACE BY www.rara.net WT13 17'-73/4" OTHERS 2 • ° . . ° ° . ° SSWAB T14 18'-11Y" 2'-0" ol PROFESSIONAL SEAL A. ° ° T15 17'-15/" lo EDQ�I4FESS p Y2w 2w T16 17'-7Y" *FRAM ER/CONTRACTOR TO POSITION POST & USE �� FOUNDATION PLAN VIEW (SIMPSON "AB" @ BASE & SIMPSON "PCZ" @ TOP) AT SLAB AND ROOF LEVEL. 6.041650 N p Exp.12J31/iq MIN. REO'D SSW FOOTING DIM'S SCALE:N.T.S. 15 TRUSS PROFILE SCALE:Y4"=1'-0" 7 INTERIOR NON—BEARING WALL DETAIL SCALE:1Y"=1'-0" E Q �r9jfOf CA \P Ya" THICK BENT PLATE COORDINATE SIZE WITH DIAMETER WATER HEATER 2 MANUFACTURER. LENGTH 4x6 POST a o 0 HRS12 EA. FACE (NOT - C =t 1 36 REQUIRED @ CANTILEVER) GYPSUM 3„ w Y"O A325 FINISH o o `V Hs BOARD v� THRU BOLT - 3„ GLB. REF. PLAN REF. ARCH. �, HS ON HIGH (TYP) SECT. 0 0 TRUSS & ROOF (3) #10 WOOD "g" MATERIAL PROTOTYPE VERSION ° STRENGTH MODELS DECK NOT SHOWN SCREWS INTO EACH SUPPORT BAR URBAN DESIGN � SECT. FOR CLARITY OF (3) 2x STUDS „A„ BY OTHERS REF. 4/S7.0 SECT. "A" = 2x8 2x8 FOR NOTES PROJECT NAME C� HEAVY HEX NUT 4x6 IN-N-OUT W le FIXED IN PLACE ON o _ o_ _ o _ o_ _ o _ __ POST J ALL SSWAB ANCHOR BOLTS PLAN _ _ — — BURGER CD 2x8 _ — M HEAVY HEX NUT SDS Y4"x3Y2" SCREWS CD ALIGN NOTCH ON L50 SIMPSON H3 PLATE WASHER 2x6 LEDGER W 3 NOTE: STRAPS AND BRACES SHALL BE BRACE BY o NOTE: ° ° HDRAP WITH BOT. OF #10 WOOD SCREWS 2x6 SIMPSON A35 PLACED A MAXIMUM OF L/3 FROM THE OTHERS ° STRAPS MUST BE INSTALLED INTO EACH STUD TOP OF THE UNIT AND L/3 FROM THE , LATH RO P HEAVY HEX NUT ON EXTERIOR FACE OF SSW SIMPSON STRONG a BOTTOM OF EACH UNIT WITH A MINIMUM ' 2'-0" w PANEL. POSITION HEADER WALL REF. PLAN 3„ oN CLEARNCE OF 4 ABOVE THE CONTROLS L2x2x13 GA. CALIFORNIA 0 FLUSH WITH EXTERIOR 1 w L i x6" LONG W/ Q FACE OF SSW PANEL. 1 N o 642"0 x4" Q PORTAL STRAP ° ° o LAG SCREWS U_ STEEL STRONG– MODEL NO. DIAMETER LENGTH le AND #14 SELF » » a WALL WIDTH DRILLING SCREWS *FRAM ER/CON TRACTOR TO POSITION POST & USE SECT. B 16514 GOLDEN VALLEY PKWY 12" MODEL SSWAB3 4x24 3/4" 24" 1 19" 18" MODEL SSWAB1x24 1" 24" 19" 2x6 W/ 4 -8d NAILS @ (SIMPSON "AB" @ BASE & SIMPSON "PCZ" @ TOP) AT SLAB AND ROOF LEVEL. LATHROP, CA 95330 LAPPED CONNECTION. (TYP.) SECT. "A" 2 U SSW ANCHOR BOLT SCALE: 14 STRONG WALL BEAM SUPPORT SCALE: 10 WATER HEATER AND CO TANK BRACING SCALE: 6 STANDARD BRACKET SECTION SCALE: N.T.S. /4 -1 -0 Z Y4 =1 -0 1Y2"=1'-0" L t CONTROLS Ln MIN NoNmOUT �_q STEEL STRONG-WALL SHEAR ANCHORAGE 4x BLKG. » SEISMIC N.P.T. `BURGER co 3 3 w REF. ARCH. FOR SPACING MODEL 4 OR SHEAR MINIMUM CURB/ ° SEE PLAN OF BRACKETS/ POSTS. GOD BLESS AMERICA Lh (in) REINFORCEMENT STEMWALL WIDTH (in) w T.O. RACK co I #3 HAIRPIN, 3 TIE, GRADE 40 v z EL= REF. ARCH. GRADE 40 REBAR (MIN.) REBAR (MIN.) SSW12 9 � ° °° Woo (1) #3 TIE 6 a ° °° � FIELD TIE AND SECURE DURING FIELD TIE AND SECURE DURING �i CONCRETE PLACEMENT. OVERLAP CONCRETE PLACEMENT. SSW18 15 1 (2) #3 TIE 6 VARIES WITH BOLT SPACING. SSWABX X2 S7.0 s SSWAB J J J J J J PROJECT NUMBER T.O. RACK NOTES: EL= REF. ARCH. o 0 0 0 0 Rol 180641.001 HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT 1. REF. 13/SD2 FOR SITE SPECIFIC DETAILING. SSWAB 2 S7.0 3 HAIRPIN (#3 TIE SIMILAR). SSWABSHEET TITLE a SEE TABLE FOR REQUIRED QUANTITY. o q #3 HAIRPIN (#3 TIE SIMILAR). r SEE TABLE FOR REQUIRED QUANTITY. °' 1Yz" CL 1Y2" CLR zz/ T.O. RACK 1Y2" oI-1-1 00 0o SECTIONS, EL= REF. ARCH. cliC14 < :..::,.. : CING 2x BLKG. @ 12" 6x6 SOLID BLKG. ° °° °° Q 35 ELEVATION S,O.C. TYP. W/ A . O" @TRUSS (TYP.) EA. END & - -4' 9" 3' Q & DETAILS STAGGER AT (TYP.) co • NOTE: STRAPS AND BRACES SHALL BE OPPOSITE SIDES Z rM PLACED A MAXIMUM OF L/3 FROM THE REF. 4/S7.0 FOR N TOP OF THE UNIT AND L/3 FROM THE STRUCTURAL NOTES SHEET NUMBER LA BOTTOM OF EACH UNIT WITH A MINIMUM HAIRPIN INSTALLATION SECTION A-A CLEARNCE OF 4" ABOVE THE CONTROLS LU (GARAGE CURB SHOWN.OTHER FOOTING TYPES SIMILAR. LU irf S7mO co STEEL STRONG WALL ANCHOR BOLT SHEAR ANCHORAGE SCALE:N.T.S. 9 SECTION SCALE-11" '-0 Y -1 5 ELEVATION SCALE 0 1 LU 0 a X