9512 EVERGREEN WAY 2019 Plans 2022-11-03

• BRANCHLINE RESTRAINTS BRANCH LINE RESTRAINTS ARE NOT REQUIRED WHERE BRANCHLINES ARE SUPPORTED BY RODS LESS THAN 6 LONG MEASURED BETWEEN TOP OF PIPE AND THE POINT OF ATTACHMENT TO BUILDING STRUCTURE. - Z H u: Q E I-- BOTTOM CHORD OF TJI O coo r-° NFPA 13 2016 TABLE 9.3.6.4(a) ✓—sAMMY SUPER SCREW GST 30 (1/4" x 3") w MAXIMUM SPACING OF BRANCHLINE RESTRAINTS (feet) WOOD FRAMING/ BLOCKING III III PIPE SEISMIC COEFFICIENT,Cp ON 0 p .- — TOLCO FIG. 75 ) Cp<0.5 0.5<Cp<0.71 Cp>0.71 Lu Lu SIDEWINDER SWG 20 (/4 x 2) :iii_ ALL THREAD ROD o U 1 36 - l FIG. 100 (3/8" ATR) `� 1 1/4 39 ALL THREAD ROD (TYP) _ �� 1 1/2 41 _ ADD RESTRAINT IF HANGER ROD EXCEEDS 6" o ° IN LENGTH TO BE MEASURED BETWEEN THE A:141', FIG. 200 O2 45 r> .� ��— H; TOP OF PIPE AND THE POINT OF ATTACHMENT �� ADJUSTABLE RING HANGER a INSTALLATION NOTE EXTEND ATR TO TOP OF Li. PIPE OR PROVIDE SURGE FIG. 200 0 ?> w 0. BRANCHLINE RESTRAINTS TO BE PROVIDED IN RETAINER CLIP TO ADJUSTABLE RING HANGER(2" MAX. PIPE DIA.) o �� INTERVALS BASED ON BRANCHLINE DIAMETER PREVENT UPWARD W AND VALUE OF Cp= 0.70 (Center column of table). MOVEMENT BRANCHLINE RESTRAINT TO WOOD BRANCHLINE RESTRAINT TO TJI'S o Z o Z O VVM N I C) N ch SWAY BRACE DETAILS & CALCULATIONS o. I ` , ti 4. IA **LATERAL SWAY BRACES ARE NOT REQUIRED WHERE MAINS ARE SUPPORTED BY RODS LESS THAN 6"LONG MEASURED BETWEEN TOP OF PIPE AND THE POINT OF ATTACHMENT TO BUILDING STRUCTURE** M (1 Q •• 0 I— ** ** SEE CALCULATIONS FOR MAX. SPACING, ANGLE OF ATTACHMENT, AND FASTENER INFORMATION ** — W Z M CO < r Cl)2 #2 5vW = r Q= ~wo a p I/2" THRU BOLT NUT 4 WASHER 44 p Ca I" SCHEDULE 40U) / PIPE (7' SPAN MAX.)2 x FRAMINGf/ ' 3/19/2019 U.S.Seismic Design Maps ��.., OSHPD r; yea :t Q CAI 4„- -,. 2 x FRAMING STRUCTURAL ATTACHMENT Z 9512 Evergreen Way, Everett, WA 98204, USA Q dm Latitude, Longitude: 47.9122932,-122.23827779999999 EL 0 N Canopy West F� //, W >", CO Truck Accessories �, 0) Mukilteo School Everett Public Library t�f'��✓e I" SCHEDULE 40 Z District Office Ever B g reen h V PIPE (7' SPAN MAX.) NNNNce O cy 9 ��?,�,/�4 a In SCHEDULE 40 Z 1 vPIPE (7' SPAN MAX.) LU 0 NAPA Auto Parts- FI 4L MEM ^ _FIG. 1001 Ca W Z Challenger �� The Parts Store South G '�. SWAY BRACE ATTACHMENT Elementary School v`a �, PIPE CLAMP -� 0 CAll J it yFOR SWAY BRACE _ „) ✓/orf€,,,„ •ti I Google wa Map data 0'0)19 Google LONGITUDINAL BRACE PIPE ATTACHMENT LATERAL BRACE PIPE ATTACHMENT Z W Date 3/19/2019,2:25:47 PM la Design Code Reference Document NEHRP-2009 g w Risk Category II 1"_ Site Class D-Stiff Soil COY•1 r W Type Value Description Z S 1A35 MC round motion. for 0.2seoond period) LATERAL BRACE CALCULATIONS LATERAL BRACE CALCULATIONS LONGITUDINAL BRACE CALCULATIONS W o) LU Ss ( P ) Si 0,553 MCER ground motion.(for 1.0s period) W Et SM3 1A35 Site-modified spectral acceleration value BRACE INFORMATION - LATERA L - 4" - BULK BRACE INFORMATION - LATERAL - 4" BRACE INFORMATION - LONGITUDINAL- 4" W CD SMS 0.83 Site-modified spectral acceleration value MAXIMUM SPACING 29'-0" MAXIMUM SPACING 15'-0" MAXIMUM SPACING 2q'-0" ^/ LENGTH OF BRACE 7'-0" LENGTH OF BRACE 7'-0" LENGTH OF BRACE 7'-0" CZ Sog 0.958 Numeric seismic design value at 0.2 second SA BRACING MATERIAL I" SCH. 40 BRACING MATERIAL I" SCH. 40 BRACING MATERIAL I" SCH. 40 W Sia 0.553 Numeric seismic design value at 1.0 second SA ANGLE FROM VERTICAL 60' MIN. ANGLE FROM VERTICAL G0' MIN. ANGLE FROM VERTICAL 60' MIN. - LEAST RAD. OF GYRATION 0.42" LEAST RAD. OF GYRATION 0.42" LEAST RAD. OF GYRATION 0.42" > L/R VALUE 200 L/R VALUE 200 L/R VALUE 200 MAX. HORIZONTAL LOAD 1604 LBS. MAX, HORIZONTAL LOAD 1604 LBS. MAX. HORIZONTAL LOAD 1604 LBS. W FORCE FACTOR (Fp) 0.70 FORCE FACTOR (Fp) 0.70 FORCE FACTOR (Fp) 0.61 FASTENER INFORMATION FASTENER INFORMATION FASTENER INFORMATION SEISMIC COEFFICIENT TABLE FASTEN ORIENTATION NFPA TYPE F FASTEN ORIENTATION NFPA TYPE F FASTEN ORIENTATION NFPA TYPE F TYPE THROUGH BOLT TYPE THROUGH BOLT TYPE THROUGH BOLT DIAMETER I/2" DIAMETER I/2" DIAMETER 1/2" PER NFPA 13 2016 9.3.5.6.2 LENGTH I%2" LENGTH 11/2" LENGTH I3'2" MAX. LOAD 395 LBS. MAX. LOAD 395 LBS. MAX. LOAD 395 LBS. REVISIONS TOLCO BRACE COMPONENTS TOLCO BRACE COMPONENTS TOLCO BRACE COMPONENTS Ss Cp FIG. 1001 CLAMP 1745 LBS. FIG. 1001 CLAMP 1386 LBS. FIG. 4L CLAMP 1745 LBS. FIG. 980 SWIVEL 1745 LBS. FIG. 980 SWIVEL 1745 LBS. FIG. 980 SWIVEL 1745 LBS. 1.435 0.70 LOAD INFORMATION LOAD INFORMATION LOAD INFORMATION SIZE 4 TYPE OF PIPE TOTAL LENGTH TOTAL CALCULATED LOAD SIZE * TYPE OF PIPE TOTAL LENGTH TOTAL CALCULATED LOAD SIZE * TYPE OF PIPE TOTAL LENGTH TOTAL CALCULATED LOAD 4" SCHEDULE 40 29' 333 LBS. 4" SCHEDULE 40 12' 138 LBS. 4" SCHEDULE 40 29' 333 LBS. 2" SCHEDULE 40 55' 197 LBS. % FOR FITTINGS 15% 50 LBS % FOR FITTINGS 15% 50 LBS TOTAL LOAD 383 LBS TOTAL LOAD 383 LBS SHEET TITLE % FOR FITTINGS 15% 50 LBS FIRE PROTECTION TOTAL LOAD 385 LBS PLANS r WASHINGTON STATE ' DATE:MARCH 6,2019 CERTIFICATE OF COMPETENCY FILE:25953 - FIRE PROTECTION SPRINKLER SYSTEMS Eric A Price 3/06/19 3437-0508-C Level 3 Date Southeast Fire Protection SOUTHFP879NR Expires Fp4 Eri,c,Pri,u, 12/31/19 L Signature J OF 12