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Plans (5) OFFICE COPV �7 �A� OFFICE COPY 4:14r ENGINEERED ROPE DESCENT SYSTEM (RDS)GENERAL NOTES: 3. USE OF ANSI Z359 APPROVED PERSONAL FALL PROTECTION (WRITTEN FALL PROTECTION PLAN, SERVIC[SGRO l' 1. EACH SINGLE POINT ANCHOR IS DESIGNED FOR A SINGLE SAFETY LINE OR THAT IS RATED TO 900 LBS MAXIMUM ARREST FORCE IS REQ I IVE L.�AS DETERMINED BY THE COMPETENT .�,,. ,. �. , SUSPENSION ATTACHMENT. 4. WORKER WEIGHT RANGE (INCLUDING EQUIPMENT)IS 130-310 LBS._, ,_ PERSON OF RECORD FOR THE BUILDING. 6305 SOUTH 231ST ST 2. THE ANCHORS SHALL NOT BE USED TO HOIST MATERIALS OR EQUIPMENT. 5. USE OF AN ANSI/IWCA 1-14.1 ROPE DESCENT DEVICE IS REQUIRED 1F1` KENT,WA 98032 3. ALL RDS EQUIPMENT AND ANCHORS SHALL BE USED IN ACCORDANCE WITH USING WITH BOSUN'S CHAIR. PHONE800.466.6385 ANSI/IWCA 1-14.1 (WINDOW CLEANING SAFETY STANDARD)AND OSHA SAFETY CITY OF TIGAR WORK ZONE GUIDELINES. STRUCTURAL NOTES: BUILDING DIVISI N 4. ANCHORAGES USED FOR PERSONAL FALL ARREST SYSTEMS SHALL BE 1. ATTENTION: BLOCKING WHERE SHOWN HAS BEEN DESIGNED BY OTHERS. tiO PROFFss INDEPENDENT OF ANCHORAGES USED FOR THE ROPE DESCENT SYSTEMS. THE ABILITY OF THE BLOCKING WHERE SHOWN,AND THE ABILITY OF THE 6' - 6' �'' �GINEF �p 5. WARNING SIGNS AND PRECAUTIONARY MEASURES SHALL BE USED TO BUILDING STRUCTURE TO SUPPORT THE LOADS TRANSFERRED FROM THE 4/ ke R ALERT AND INSTRUCT THE SYSTEM USERS AND GENERAL PUBLIC OF ALL ANCHOR ATTACHMENT SURFACES, HAVE NOT BEEN VERIFIED BY GFP'S 81935PE POTENTIAL HAZARDS IMPOSED BY THE RDS. SPECIALTY ENGINEER.THIS SHALL BE VERIFIED SEPARATELY BY THE - �/ _ 6. WORKERS SHALL BE TRAINED ON THE PROPER USE, CARE,AND INSPECTION PROFESSIONAL ENGINEER THAT DESIGNED THE BLOCKING; BY THE 11 OREGO OF THE RDS BEFORE BEING PERMITTED TO USE SUCH EQUIPMENT. ENGINEER OF RECORD FOR THE BUILDING STRUCTURE; BY A LICENSED 170 <v 7. ANYONE USING THE RDS SHALL HAVE AVAILABLE AT THE JOBSITE AT LEAST PROFESSIONAL ENGINEER HIRED BY THE BUILDING OWNER; OR, IF HIRED, BY ��i� 1- F'O7: 9, 2. F< ONE OTHER INDIVIDUAL EQUALLY PROFICIENT IN THE USE OF THE SYSTEM GFP'S SPECIALTY ENGINEER. IN\` 'LARD S,I AND RESCUE PROCEDURES. 2. ALL ANCHORAGES HAVE BEEN DESIGNED WITH A 4:1 FACTOR OF SAFETY innsl� 8. "COMPETENT PERSON" MEANS A PERSON WHO IS CAPABLE OF IDENTIFYING PER IWCA 1-14.1 (9.1.1) I.1 ' EXPIRES: 06-30-2022 HAZARDOUS OR DANGEROUS CONDITIONS IN THE PERSONAL FALL ARREST 3. ANCHOR DESIGN LOAD=5,000 LBS SYSTEM OR ANY COMPONENT THEREOF,AS WELL AS IN THEIR APPLICATION 4. ANCHOR ACCEPTABLE PROOF LOAD=2,500 LBS DATE: 05/24/21 AND USE OF RELATED EQUIPMENT. 5. ANCHOR WORKING LOAD= 1,250 LBS PE SEAL 9. "QUALIFIED PERSON"MEANS ONE WITH A RECOGNIZED DEGREE OR 6. ANCHORS TO BE CAPABLE OF RESISTING LOADS IN ANY DIRECTION (360 PROFESSIONAL CERTIFICATE AND EXTENSIVE KNOWLEDGE AND DEGREES). DETAIL 1: RDS WORK ZONE EXPERIENCE IN FALL PROTECTION WHO IS CAPABLE OF DESIGN,ANALYSIS, 7. ALL EXISTING STRUCTURES TO WHICH THE ANCHORAGE SYSTEM IS FOR SAFE USAGE EVALUATION,AND SPECIFICATIONS IN THE SUBJECT WORK, PROJECT, OR ATTACHED FOR PRIMARY SUPPORT ARE ASSUMED TO BE OF ORIGINAL PRODUCT. INTEGRITY. W 10. NO WINDOW CLEANER SHALL ATTEMPT TO CLEAN ANY SURFACE BEYOND 8. BUILDING OWNER SHALL VERIFY THAT THE EXISTING CONDITION AT ANCHOR W THEIR REACH. SWINGING, SWAYING, OR ANY OTHER MANEUVER TO LOCATIONS IS SIMILAR TO OR MEETS THE REQUIREMENTS OF THE (.0INCREASE THE AVAILABLE WORK AREA SHALL BE PROHIBITED. CONDITIONS SHOWN IN THESE DRAWINGS. GUARDIAN FALL PROTECTION U) 11. EACH SINGLE POINT ANCHOR IS DESIGNED FOR USE BY EITHER ONE SHALL BE CONTACTED IN CASE OF DISCREPANCY BETWEEN THESE CO INDIVIDUAL IN SUSPENSION OR ONE INDIVIDUAL IN FALL ARREST/RESTRAINT. DRAWINGS AND EXISTING CONDITION. 12. ALL ROPES SHALL BE PROTECTED FROM CONTACT WITH ANY SURFACE THAT W c.i MAY ABRADE, SEVER, WEAKEN, OR DAMAGE IT. E C) £ Ci) Z 13. CARE SHALL BE TAKEN TO LIMIT EXCESSIVE WEAR AND DEGRADATION OF ANCHOR PLACEMENT GENERAL NOTES: SE�`(LAN I Z 0 PF THE ANCHOR ATTACHMENT SURFACE. 1. ANCHORS MAY BE MOVED FROM LOCATIONS SHOWN ON PLAN LAYOUTS BY 15°MAX 6"- 0 ,.14. A COMPETENT PERSON INDEPENDENT OF THE USER SHALL INSPECT THESE UP TO 2'-0"TOWARD OR AWAY FROM THE EDGE OF THE ROOF, OR BY 5'-0" Z I ° Z N SYSTEMS ON A BI-ANNUAL BASIS. PARALLEL TO THE EDGE OF THE ROOF AS LONG AS THE CONDITIONS SHOWN 0 IJ.I Z 15. RETIREMENT OF THESE SYSTEMS SHALL RESULT IN TERMINATION OF ALL FOR THE ANCHORAGE REMAIN THE SAME AND AS LONG AS THE NEW S(/ 15° MAX = J o a PROTECOMPCNENTS TION ON USE. 2. THEM USELESS FOR ANY OTHER FALL LOCATITHE ENGINEER EER THAT DS ARE OVED BY A ES GN D TQUALIFIED PERSON.HE SYSTEM OR AN ENGINEER WITH SIMILAR SPENSION L/NE Z 02 ct w o 16. NO SUBSTITUTIONS TO THE MATERIAL OR MANUFACTURER'S EQUIPMENT IS EXPERIENCE AND QUALIFICATIONS SHALL BE CONSULTED BEFORE Q I- IJ,J W PERMITTED. MODIFYING THE DESIGN. DETAIL 2: RDS ANCHOR PLACEMENT 0 Ce Z W w 17. EXTREME CAUTION SHALL BE USED TO PREVENT THE HAZARDS OF A SWING 3. THIS SYSTEM IS DESIGNED TO BE PERMANENT AND SHALL NOT BE FOR SAFE USAGE W < W W a FALL AT ALL LEADING EDGES. RELOCATED. 18. SUSPENSION AND SAFETY LINE LOCATIONS SHOWN DO NOT RELIEVE THE 4. ANCHORS SHALL NOT BE PLACED CLOSER THAN 6 FEET TO THE LEADING 0 USER OF ENSURING DROP LOCATIONS ARE BEING RIGGED AT AN EDGE OF A FALL HAZARD UNLESS FALL PROTECTION TO ACCESS THOSE Z ACCEPTABLE ANGLE AND WORK IS BEING PERFORMED WITHIN THE ANCHORS IS PROVIDED. W ACCEPTABLE RANGE. 4. 19. SUSPENDED WINDOW CLEANERS SHALL NOT REACH FURTHER THAN SIX INSPECTION NOTES: Cl) FEET IN ANY DIRECTION AS MEASURED FROM THE PLUMB LINE OF THE 1. A COMPETENT PERSON INDEPENDENT OF THE USER SHALL INSPECT THESE p SUSPENSION POINT ON THE BUILDING. RAPID DESCENTS, EXCESSIVE SYSTEMS ON A BI-ANNUAL BASIS. CO SWINGING,AND SUDDEN DROPS ARE PROHIBITED. (SEE DETAIL: 1) 2. A QUALIFIED PERSON TRAINED IN THE DESIGN, USE,AND INSPECTION OF 20. IDEALLY,ANCHORS ARE TO BE PLACED IN LINE WITH THE SUSPENDED WINDOW WASHING AND FALL PROTECTION SYSTEMS SHALL INSPECT THE WORKER.WHERE THIS IS IMPRACTICABLE,ANCHORS MAY BE OFFSET NO ANCHORS ON A ANNUAL BASIS. MORE THAN 15 DEGREES FROM IN LINE (PERPENDICULAR) PROVIDED 3. ALL WORKERS USING THESE SYSTEMS SHALL BE TRAINED ON THE PROPER ISSUE/REVISED DATE DISPLACEMENT OF THE ROPE UNDER LOAD CAN BE PREVENTED. (SEE USE AND INSPECTION OF ANCHORS AND FALL PROTECTION&SUSPENSION fx REV 0 2/19/2021 Q DETAIL:2) EQUIPMENT. a 4. PROOF LOAD ANCHOR TESTING IS RECOMMENDED ON 100%OF ANCHORS REV 1 5/6/2021 X WORKER EQUIPMENT NOTES: INSTALLED INTO CONCRETE USING ADHESIVE FASTENERS. cc 1. ANCHOR LAYOUT DOES NOT PROVIDE FULL ROOF FALL PROTECTION ° COVERAGE. ENVIRONMENTAL CONDITION NOTES: DRAWING NO: D-1 n 2. ANCHORS SHALL BE RIGGED SUCH THAT THE USER CAN NEITHER FREE FALL 1. EXTREME ENVIRONMENTAL CONDITIONS SHALL INCREASE THE FREQUENCY co MORE THAN 6 FEET, NOR CONTACT ANY LOWER LEVEL. (OSHA OF INSPECTIONS REQUIRED. SHEET NO. 1 OF 6 F 1926.502(D)(16)). 2. HIGH WIND LOADS AND PRECAUTIONS SHALL BE ACCOUNTED FOR IN THE PREPARED BY: RWG z REVIEWED BY: RNA ENGINEERED SERVICES GROUP A PH.nw.of C. ieLr.r E F 6305 SOUTH 231 ST ST • [ KENT, WA 98032 PHONE:800.466.6385 ___Ls______u____ 47( 5 , r 7® 12, 10' 12' • t-c e PROFFS DI c9��� �G I N EF s�0 H7410H6Hsb2 A A� �"— I-- 14' --1 OREGO it 1 • 1 9 1��' T 9' 2.Q'P<<(<41 `■ B A �<<ARD S� • EXPIRES: 06-30-2022 2 I KEY PLAN DATE: 05/24/21 1 PE SEAL mmr 2' 7' ; 2 7 / • CO 2 CO rCI W 2' 8 ;i UD c Z I 9' 1 Z 0 0 ° LL n ZQ 2' 0 U U v 0 g 0 < Z W 3' Q H 13' QQQ J Z a 2' Q. W Q CIii U 13 O. I CO -- - - - — - — (A ... 1, 17 4' J 8 ISSUE/REVISED DATE 7' REV 0 2/19/2021 �` 13' ° ( • . REV 1 5/6/2021 r` 1_ 2, 1` i . 1 O CB—SINGLE POINT SYSTEM LEGEND N DRAWING NO: D-2 0 a U • CAL-S-18 ANCHOR ROOF PLAN VIEW CB-SINGLE POINT ANCHOR SYSTEM GENERAL NOTES: SHEET NO: 2 OF 6 Li Li • CAL-S-18 WINDOW WASHING ANCHOR LEVEL 6 (SECTIONS C & D (ID) 1. SEE SHEET 1 FOR GENERAL NOTES,WORKER PREPARED BY: RWG z SCALE:1/18"=1' EQUIPMENT NOTES,AND STRUCTURAL NOTES. REVIEWED BY: RNA ENGINEERED --u-----L_E- 41,11( SERVICES 4.1GROUP E F 13' 6305 SOUTH 231ST ST J L KENT, WA 98032 -.--I2' PHONE:800.466.6385 —r- ... 1' ,,REp PROP s, . 13 D ��`0 ��GIN� .- S�0 iY -- - ! - - -2' ■ - - - -- 81935PE r ���� OREGO 74 / o 1 1— _ _ - ��4,FAT 9 20 P:.• A 'LARD 5' �i 13' • EXPIRES: 06-30-2022 2 I`-- KEY PLAN DATE: 05/24/21 I--- 12' 2' PE SEAL I 7' 3 • 6' W •T -� 5' 11' --I F- 13 2, t _ • • •� CO 11' 6' >'' 2' -"11(§-' 4 W z 0 .• . I._ 11' 4 5' , Q Z H .. \ii2, _, : Ai\_} ' 3 ---) 5 = WI . - 6'..,-->-------- ' x i. < co Z . ,..„ 0 • 3, i 2 — ._ 2' 2 3 0 0 1 2 3 f 13 o o l� Q Z \ W , E Ci Q -T 0 I CI < —i ,, ,,, LIJ • 2' 2' 2' 11' QLLJ 0 a 0 T 4' 2' 11' 0-1— Z 10 �3 MI :'" 44' '' , 2' '-- 11' 7 1 IIII±*t _491 i M 17' I I ! I I w ISSUE/REVISED DATE • REV 0 2/19/2021 w a I } j I REV 1 5/6/2021 x 13 12 11 10 9 w 0 LL Nvar-v...v.-._ . vu.. ...•.v.LI . . ._v•..v DRAWING NO: D-3 Q U • CAL-S-18 ANCHOR ROOF PLAN VIEW CB-SINGLE POINT ANCHOR SYSTEM GENERAL NOTES: SHEET NO- 3 OF 6 co di ■ CAL-S-18 WINDOW WASHING ANCHOR LEVEL 6 (SECTIONS A & B) Cip 1. SEE SHEET 1 FOR GENERAL NOTES,WORKER PREPARED BY: RWG z SCALE:1/18 =V EQUIPMENT NOTES,AND STRUCTURAL NOTES. REVIEWED BY: RNA 4:or ENGINEERED 1 2 i" _ o. SERVICESCROLP 6305 SOUTH 231ST ST • KENT,WA 98032 PHONE:800.466.6385 l PR 1. Imo- 2' 4' [ ; ; 1' r3' .�•c% G N E FFss�� i:: 4' S 7 81935PE L- ___IF___ 1' 7' 10' 14' ` y 5 OREGO 6'1, 5 [... 1� Fpt 9 Z OO (< 13' ----I �) . H 1 - 9' a1' 3' - f �'j P1' I I-L 8 WARD SN • ( ' 1 r - 8' 8' 8 8' 8'° 8' 8' 8' 8' c EXPIRES: 06-30-2022 1 ficDATE. 05/24/21 • • PE SEAL 1-- 2' 13' 7' (,.., :4 ( 1 ® H ' \ W ( 2 11' 2 (I) _ _j_ _________../_ I I • , Co 9 i I 12' 4 I I ►� 1' W (n z 2' —4 ['•—: —T 2' : I'- Q Z 11' 113' 12' 4' O W �_ H 121 II � ' • g a ,, f6 � f 2 t W 9, I` h 1�' ° �` 4' I 5' ° Q ~ Z F- ' - + 9' 9' -I�-I 5' H 1 f �B 9' A 9' I : 5 I • W a w zi 3' -L_ i t 3' I I 3' 3' CI I I l I ( a. i i i i i n N raw Cl)ROOF PLAN VIEWE.A�'i (SECTIONS E & F) CI) A ISSUE/REVISED DATE cc SCALE:1/18"=1 D REV 0 2/19/2021 Q a REV 1 5/6/2021 _� 2 C 0 CB-SINGLE POINT SYSTEM LEGEND B LA DRAWING NO: D-4 a U • CAL-S-18 ANCHOR SHEET NO: 4 OF 6 co CB-SINGLE POINT ANCHOR SYSTEM GENERAL NOTES: Lii • CAL-S-18 WINDOW WASHING ANCHOR 1. SEE SHEET 1 FOR GENERAL NOTES,WORKER KEY PLAN PREPARED BY: RWG z EQUIPMENT NOTES,AND STRUCTURAL NOTES. REVIEWED BY: RNA INSTALLATION NOTES: 'I ENGINEERED 1. THE INSTALLATION SPECIFICATIONS SHOWN HAVE BEEN SERVICES CROUP DESIGNED TO MEET OSHA AND ANSI REGULATORY 6305 SOUTH 231ST ST REQUIREMENTS FOR FALL PROTECTION. KENT,WA 98032 2. CONTRACTOR SHALL VERIFY ANCHOR HEIGHT ALLOWS PHONE:800.466.6385 ADEQUATE CLEARANCE FOR WATERPROOFING. 3. WATERPROOFING AND ASSOCIATED ROOFING WORK SHALL BE PERFORMED BY OTHERS. E0 PROF 4. INSTALLATION DETAILS AND INSTRUCTIONS ON THESE SHOP •cV.` Fss - DRAWINGS SUPERSEDE ANY GENERIC INSTALLATION NOTES e 'GINEA.� /0- INCLUDED ON PRODUCT DATA FOR SIMILAR PROJECTS. 81935PE 7. OREGO (ii -71- FpT 44/ 9 Zoo �� —✓— ��`LARD SNP EXPIRES: 06-30-2022 *3x10 DF CAL S-18 ANCHOR/ DATE: 05/24/21 #2 (ITEM#1) Nn - LEDGER (4)GALVANIZED 1/2"THREADED ROD PE SEAL ASSEMBLY WITH (4) HEX NUTS &(2) _.=, ,==em._ FLAT WASHERS; TORQUE TO 40 FT. LBS; ---. �- *PRE-MANUF DEFORM THREADS ON EACH SIDE TO �� �. TRUSSES AT PREVENT TAMPERING (ITEM#2) 1 _6 W �� [-6I --..=. 24"OC. 2x6 DF *ROOF A : — #2 MIN TOP 1' -- SHEATHING, REF CO CHORD PLAN REQUIRED 12 CO Cn .f,' . . .' .97 49 es, .' AI, Av / As, As, , // IO .67 B/ .'4 AV ' -A, � ....If p o p O O O . 0 0 . �j N Q Z Ii O O O O O O O O U Z n OCli) O • •� �• •a z O W 1„ j 22 1., 1 Q cc 8 p o p k 12 = Z Z Z O U 4 3" (4)WASHER O I- R a a - - , 12" 9„ y PLATE *PRE-MANUF TRUSSES . Z p' cc Z co 0 IF A f TYP (ITEM#3) AT 24" OC. 2x6 DF#2 MIN �/ Q Q o 0/1 \— a .--- 4 TOP CHORD REQUIRED Q —I LU W W I/ CI Q Q Z a W 0 �//� U �,. / V/ *4x10 DF I CI Z Z #2 W BLOCKING CL U) —n.--- n U) . 1' 1' SECTION AA *4x10 DF#2 BLOCKING ALIGNED AS -REF:28/S702 SHOWN WITH SIMPSON HUS410 ' HANGER EA END OF EA BLOCK ISSUE/REVISED DATE w w , REV 0 2/19/2021 Q DETAIL 1: CAL-S-18 ANCHOR INSTALLATION REV 1 5/6/2021 a x SCALE:1"=V-0" cC O LL 0 DRAWING NO: D-5 U SHEET NO: 5 OF 6 U di *ALL NOTES MARKED WITH ASTERISK ARE TO PREPARED BY: RWG o . Z BE DESIGNED AND PROVIDED BY OTHERS REVIEWED BY: RNA aber ENGINEERED ,SERVICES GROUP 6305 SOUTH 231ST ST KENT,WA 98032 PHONE:800.466.6385 •SV.' 6‘,S, k, GINEk. /0 c- - 81935PE • es (4) HEX NUTS (2) FLAT WASHERS .p OREGO cr Al 'V .1- Fp, nz4 4 ii 'LARD S\A EXPIRES: 06-30-2022 1/2" DIAMETER X 18" LONG ALL-THREAD ROD (CUT TO DATE: 05/24/21 LENGTH IN FIELD) PE SEAL — 1' i 0 THREADED ROD ASSEMBLY 0 0 0 SCALE:1-1/2"=1-0" 4-3/8" 1 :1E i 0 1110 t . LLI ///4 0 0 1 (1) 05/8" >1 CO DROP FORGED EYE LLI ci TYP 3/16" 3/16"THICK x 3-1/2" DIA. C.) Ce I— z z ,-- 2 PLCS. ASTM A36 CAP PLATE I Z 0 Cr) 0 c, P L, 3.5"SCHEDULE 80 PIPE ASTM A 3" - -m-- i-- < ..... 53 GRADE B 7 11- = - w 0 .- . co Z7, z LU 1 -6" O , (4.00"O.D./3.36" I.D.) 0--' ' 16. . . 3" w Lu (X 4( IC: cp ti z . . . w 5/8"l 12x12x5/8" 3. __t --i ASTM A572 PLATE 8 CI 0 °CAL-S-18 ANCHOR ®WASHER PLATE Z LLI SCALE:3/4"=1.-0" SCALE:1-1/2"=I-0" CL CO Cl) ISSUE/REVISED DATE ce w REV 0 2/19/2021 w 0- REV 1 5/6/2021 N- MATERIALS LIST ITEM QTY PART NUMBER DESCRIPTION MATERIAL 0 u_ 0 w w 1 84 GUARDIAN PART#45024 CAL-S-18 ROOF ANCHOR, DROP FORGED EYE GALVANIZED STEEL DRAWING NO: D-6 < 0 SHEET NO: 6 OF 6 2 336 GUARDIAN PART#53957 THRD ROD ASSEMBLY- 1/2"-13x18" GALVANIZED STEEL di F- PREPARED BY: RWG 0 z 3 336 GUARDIAN PART#53242 WASHER PLATE 3x3" GALVANIZED STEEL REVIEWED BY: RNA