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Plans (6) „. f00\ 53 APPRC ; * t:D REVISION aJ .o 1SLI,a .cw �, - LR (� L3 c.,pao e3 -- !,- ; ro -4-11r- - 1.3L� --s hteiP 7 F-ALAJN Z.v4,1 6, 11 ,.,-E-, O ENGINEER. ED= CB SINGLE POINT ANCHOR SYSTEM GENERAL NOTES: 4. BUILDING OWNER SHALL VERIFY THAT THE EXISTING CONDITION AT ANCHOR SEt v, tiC 4{'it,i' 1. EACH SINGLE POINT ANCHOR IS DESIGNED FOR USE BY ONE INDIVIDUAL AS A LOCATIONS IS SIMILAR TO OR MEETS THE REQUIREMENTS OF THE CONDITIONS 6305 SOUTH 231ST ST PERSONAL FALL ARREST OR RESTRAINT SYSTEM. SHOWN IN THESE DRAWINGS. GUARDIAN FALL PROTECTION SHALL BE KENT,WA 98032 2. 25 FEET OF VERTICAL CLEARANCE IS REQUIRED FOR SYSTEM TO BE USED CONTACTED IN CASE OF DISCREPANCY BETWEEN THESE DRAWINGS AND PHONE:S00.466.63E, FALL ARREST. EXISTING CONDITION. 3. THE SYSTEM SHALL BE USED IN FALL RESTRAINT IF MINIMUM VERTICAL CLEARANCE IS NOT MET. asp PROFF 4. THE FALL PROTECTION SYSTEMS SHALL NOT BE USED TO HOIST MATERIALS OR "32(1Z ANCHOR PLACEMENT GENERAL NOTES: ‘co ss� EQUIPMENT. 1. ANCHORS MAY BE MOVED FROM LOCATIONS SHOWN ON PLAN LAYOUTS BY UP o‘ �GINE$. o 5. THESE SYSTEMS HAVE BEEN DESIGNED TO MEET OSHA AND ANSI REGULATORY OFFICE COPY TO 2'-0"TOWARD OR AWAY FROM THE EDGE OF THE ROOF. OR BY 5'-0" PARALLEL �g1935PE yI, REQUIREMENTS TO THE EDGE OF THE ROOF AS LONG AS THE CONDITIONS SHOWN FOR THE // 6. RETIREMENT OF THESE SYSTEMS SHALL RESULT IN TERMINATION OF ALL ANCHORAGE REMAIN THE SAME AND AS LONG AS THE NEW LOCATIONS ARE e£ „wt.,- COMPONENTS C MPONENT RENDERING T t 1 I APPROVED BY A QUALIFIED PERSON. . OREGO I it O S THEM USELESS FOR ANY OTHER FALL PROTECTION SYSTEM. 2. THE ENGINEER THAT DESIGNED THE SYSTEM OR AN ENGINEER WITH SIMILAR 7J- FpT 2p0 �� 7. "COMPETENT PERSON"MEANS A PERSON WHO IS CAPABLE OF IDENTIFYING EXPERIENCE AND QUALIFICATIONS SHALL BE CONSULTED BEFORE MODIFYING 9 ix HAZARDOUS OR DANGEROUS CONDITIONS IN THE PERSONAL FALL ARREST THE DESIGN. l��ARD S� SYSTEM OR ANY COMPONENT THEREOF.AS WELL AS IN THEIR APPLICATION AND 3. THIS SYSTEM IS DESIGNED TO BE PERMANENT AND SHALL NOT BE RELOCATED. EXPIRES: 06-30-2022 USE OF RELATED EQUIPMENT. 4. ANCHORS SHALL NOT BE PLACED CLOSER THAN 6 FEET TO THE LEADING EDGE 8. "QUALIFIED PERSON"MEANS ONE WITH A RECOGNIZED DEGREE OR OF A FALL HAZARD UNLESS FALL PROTECTION TO ACCESS THOSE ANCHORS IS DATE: 10/20/21 PROFESSIONAL CERTIFICATE AND EXTENSIVE KNOWLEDGE AND EXPERIENCE IN PROVIDED. FALL PROTECTION WHO IS CAPABLE OF DESIGN.ANALYSIS, EVALUATION,AND 5. ANCHORS TO BE INSTALLED WITH U-BAR ORIENTATION AS SHOWN. WHERE PE SEAL SPECIFICATIONS IN THE SUBJECT WORK, PROJECT. OR PRODUCT. APPLICABLE 9. NO SUBSTITUTIONS TO MATERIALS OR MANUFACTURER'S EQUIPMENT ARE PERMITTED. INSPECTION NOTES: 10. SAFE ACCESS TO. EGRESS FROM,AND USE OF THE SYSTEM SHALL BE 1. A COMPETENT PERSON INDEPENDENT OF THE USER SHALL INSPECT THESE 2 DETERMINED BY THE COMPETENT PERSON OF RECORD FOR THE BUILDING AND SYSTEMS ON A BI-ANNUAL BASIS. -J W DESCRIBED IN THE WRITTEN FALL PROTECTION PLAN. 2. A QUALIFIED PERSON SHALL INSPECT THESE SYSTEMS ON AN ANNUAL BASIS. 0 i 1 RESCUE PLAN SHALL BE DETERMINED BY THE COIviPETENT PERSON OF RECORD 3. ALL WORKERS USING THESE SYSTEMS SHALL BE TRAINED ON THE PROPER USE 0 �' FOR THE BUILDING AND DESCRIBED IN THE WRITTEN FALL PROTECTION PLAN: IF AND INSPECTION OF ANCHORS AND FALL PROTECTION EQUIPMENT. _ CI) SYSTEM IS TO BE USED IN FALL ARREST 4. PROOF LOAD ANCHOR TESTING IS RECOMMENDED ON 1004'c OF ANCHORS 0 12. TEMPORARY FALL PROTECTION MEASURES SHALL BE UTILIZED DURING INSTALLED INTO CONCRETE USING ADHESIVE FASTENERS. (j) I- ERECTION ERECTION AND DISMANTLING OF PERMANENT SYSTEM,AS DETERMINED BY THE }, �_ COMPETENT PERSON OF RECORD FOR THE BUILDING. ENVIRONMENTAL CONDITION NOTES: ttr O ® Ill 5 h' 1 EXTREME ENVIRONMENTAL CONDITIONS SHALL INCREASE THE FREQUENCY OF aw �• o LL WORKER EQUIPMENT NOTES: INSPECTIONS REQUIRED. `� LLI 0 °o 0 1. ANCHOR LAYOUT DOES NOT PROVIDE FULL ROOF FALL PROTECTION COVERAGE. 2. HIGH WIND LOADS AND PRECAUTIONS SHALL BE ACCOUNTED FOR IN THE I- Lu . I 2. ANCHORS SHALL BE RIGGED SUCH THAT THE USER. CAN NEITHER FREE FALL WRITTEN FALL PROTECTION PLAN.AS DETERMINED BY THE COt:d TENT PERSON I ` z r 6 FEET. NOR CONTACT ANY LEVEL. (OSHA 1926.502(D)(16)). OF RECORD FOR THE BUILDING. �D W 0 C3 ; c MORETHAN LOWER / 3. USE OF ANSI Z359 APPROVED PERSONAL FALL PROTECTION EQUIPMENT THAT IS _ CI Et ": o RATED TO 900 LBS Iv1AXIMUM ARREST FORCE IS REQUIRED. (� �` r 1- 4. WORKER WEIGHT RANGE (INCLUDING EQUIPMENT) IS 130-310 LBS. OFFICE COPY MAR 2 9 2022 e ;�' 8 5. FOR ANCHORS PLACED WITHIN SIX FEET FROM A FALL HAZARD. EQUIPMENT Z 6 „ - c MUST BE ADJUSTED AND VERIFIED BY A COMPETENT PERSON TO MEET THE CI i ' U;f- i iGARD gp; FOLLOWING: BUILDING DIVISION 1.-' M. 5.1. EFFECTIVE LANYARD LENGTH MUST BE SHORTER THAN THE MINIMUM DISTANCE FROM THE ANCHOR TO A FALL HAZARD. IF THE SYSTEM IS TO BE Q USED IN FALL RESTRAINT. 5.2. EFFECTIVE LANYARD LENGTH MUST BE ADJUSTED SUCH THAT THE USER _ 4 CAN NEITHER FREE FALL MORE THAN 6 FEET. NOR CONTACT ANY LOWER ^� o ^ ^ - O ! re LEVEL. IF THE SYSTEtvi iS TO BE USED IN FALL ARREST. ..1� 1..V J Y 0 STRUCTURAL NOTES: i. ATTENTION: THE ABILITY OF THE BUILDING STRUCTURE TO SUPPORT THE LOADS TRANSFERRED FROM THE ANCHOR ATTACHMENT SURFACE HAS NOT BEEN VERIFIED BY GFP's SPECIALTY ENGINEER. THIS SHALL BE VERIFIED SEPARATELY s BY THE ENGINEER OF RECORD FOR THE BUILDING STRUCTURE BY A LICENSED ._ `- a PROFESSIONAL ENGINEER HIRED BY THE BUILDING OWNER OR IF HIRED.BY GFP's SPECIALTY ENGINEER. 2. ANCHORS ARE DESIGNED FOR AN ULTIMATE LOAD OF 5.000 LBS. cl 3. ALL EXISTING STRUCTURES TO WHICH THE FALL PROTECTION SYSTEM IS I 14 ATTACHED FOR PRIMARY SUPPORT ARE ASSUMED TO LSE OF ORIGINAL :Li I N T EG F.IT'r. 1 s 4:4- ift?,1-41..FtvI 6305 SOUTH 231ST ST �I•I K WA 98032 �,� PHONE HONF SOGAGG u335 LOCATIONS SHOWN TO ALIGN WITH A103 FOR FUTURE SOLAR ARRAY. BORA/TTSD TO rj) PROFFssCONFIRM THESE ARE THE DEISRED TIE-OFF GINE�'i' '01 LOCATIONS. cc r KEY PLAN 51935 -MD / OREGOII �L- FAT 9 200 �4 \ ARCH TO VERIFY. �1`LARD S\,P I' -SSS,CATENA EXPIRES: 06-30-2022 • //� hu•�nonA103is DAIE: 10/20/21 / � applicable while liteliblttL. - . . • ,'s are not in place I PE SEAL _.,u tit Itisitisi*ii 4-* .. 1 / -4, iki id 4,1- wilts ;P.** .. -4,4r T 1I / • �Ar * ire 1 SitrilS ,. it© -CIL ' / 4.41147111"11/M /Oft * .. .. I 0 - 1F itw..* - -/.:z.. -6 < ct, ‘..0 Z Locations work for future layout of .1 11440stilirilk, ?--- 11-1-th 11141.4110/111 -tkilL .. - - 1 _s_ 0 4r. j r� /1p1 r' I.* - 7' C i '1 / i 14 : ® II a w panels Assume that"x"out PV , .f►,� �� r ® 3' � i f- '1 2 —1 ® o panels will not be there,since ' ' :, �`���, ��. ' • 6, �' ��. /� U District wants to stay 10'0"away J /.\ �ft� � I' ® 3' ® 5EE - o from all edges and does not want ! •� •4v ® r l 0 (� W rows more than 3 deep l 10 \�� ,, . ,1„u• G or 0, a, .._ c, 10, < `\� ,`t- 2' ' cfC D /.. /-__-_:--- 0 // " / ® 1� I-11h PI ► 1 1 1 1 l -E 1 zl El N s, C�-Sii'1GLE POINT ANCHOR SYS 1 mid GENERAL NOTES: r! _ 3-5ii`.CLE Parr:- .'S T I_i.1 E� C L ROOF - _ t, i. S_ �i It E i R _ 1f_^.Ai. i 1. T_ EQUIPMENT . . TES. ,ND:T R UCTUI.l,t NOTES 0 SS1: ;; : HCHQF : - .. 4,477 fl,-(i-j*tio,b,-1 6305 SOUTH 231ST ST KENT,WA 98032 ---... PHONE 800.466.6365 , —74T, , •c41 ° GINE,c. 10 KEY PLAN if / i 0---‹ .... 0 4, 1 3, 0 E ct• 81935PE < ••://, .. 1 if' :. 6' II L i, OREGO cr - air : I 'LARD 5‘" 46.111a f I ......—.... — = '-,.. o_ -I • 1 EXPIRES- 0e-30-2022 2 4 _1W 3' - if -1. i . IIIsitIr ii pA i-i 4v 46...ft #4 i,ll"•.14 D 1)A TFE,E.. 1s0E/2A0L/2 1 ft Il iSi i 11 i co>"' • -10 F., 3 . i ir-4, 1:4' ir i wdf I i 4*/ Aril U.) , 1.L, I E c, /it 30' 4,41,11_ - i 12' It 4 - ifilid, . r ..., in :7, I ,N NW ....di u-, 4' illq1 - -'''' ..,.. itiVellitrit., iv WA, 307- citAV d • 446.1.111111T11111N III < Ce -.z 7 E.. tr; .--. in • 'w/IP& 4111111N ° (9 m ,..: ,-. tempipori,Atir "Otilb ilk _ at, 2 • 4115.11Fil ctc P. 2 ARCH TO VERIFY. 101.4144r i r1/4.V.7, */* irs- ii. ..4 0 --1 -SSS, CATENA _ et. DI- ‹a- ,t it/ titk Cr" a 1.-- r) ..........,....._......_ LOCATIONS SHOWN TO ALIGN WITH A103 FOR Locations work for future layout of 4 Wit 14 ! af, _1 -3 panels Assume th "x"out PV FUTURE SOLAR ARRAY. BORA/TTSD TO • 'leis will not be therate,since ____,., ,,----, 44.4W i (LI CONFIRM THESE ARE THE DEISRED TIE-OFF Listrict wants to stay 10'-0"away LOCATIONS. from all edges and does not want rows more than 3 deep. -MD _ - • - i c..-; _ . ,..J ...1 71 E:' 1 P!.,:-.,... 7 1 Eh' CE-SINGLE 'POINT SYSTEM LECE.:'!D CS-SINGLE POli,rr Ai..!C HOP, SYSTEM GEi.,!EFli:•L NOTES: • , `7317-.17: SHE.L- i • - JE,-• ., - . , - ..- c!.1 -......:;..1E1,1 i 't.,_, ' Ai•: : : ...r:.... .: r....z. • 1 ,\� Revised I ENGINEERED 1 SEA II,FcOUP �•- I sheet 6305 SOUTH 231ST ST 1 — KENT,WA 98032 PHONE 800.466 6385 . / 1 77 . .. I ED PRO �► I 721 '' � 8 I -p OREGO 1!� it ,,- �' 6 EI'�.• �0 i L _.L__ 4, 13' -I- 11' I--- 24' •I - 17' ---I 7' I , - 24'�_ � t A.R D .®H • ^ 1 • H H • 6' . 6' O O O O i �— AJ © I EXPIRES: 06-30-2022 IIg 3 s JL,u flflflfl DATE. 02/23/22 ill HHI1 11111111111 PE SEAL i' 2' i1llIIl _ lllllIIP!!!i ♦ 3 ss, Hc'PI r♦r %r r iff► I �t tL C� Z oct LL Iir r WLIJ J � „ 3' r 3' _ KEY ELAN W � ` n W / H® , ® ® H J ® 6 z 0 • w (9 � Z � � ♦♦♦ � 4, � 6 �`i CO a 0 r I ammo W ° It,, 1 13' ~'Vl� ce ,® H --1-- -I 72--- 4' 41--- —1-7-71:— 1 � '° 1O F�iF CI 10 ' S5�E rREViSE7 -- • s CB-SINGLE POINT SYSTEM LEGEND aD CB-SINGLE POINT ANCHOR SYSTEM GENERAL NO i E6. I SEE SHEET 1 FOR GENERAL NOTE : WORKER 0 SSfs,MR ANCI-IOR EOUIPMFNT NOTES AND STRUC :AL NOTES INSTALLATION NOTES: 4:1( ENGINEERED C�20GD P 1. THE INSTALLATION SPECIFICATIONS AOSA.et - SHOWN HAVE BEEN DESIGNED TO MEET 6305 SOUTH 231ST ST OSHA AND ANSI REGULATORY KENT,WA 98032 REQUIREMENTS FOR FALL PROTECTION. PHONE-800 466.6385 2 CONTRACTOR SHALL VERIFY ANCHOR HEIGHT ALLOWS ADEQUATE CLEARANCE FOR WATERPROOFING. :0'sikEo PRofF' 4 3. WATERPROOFING AND ASSOCIATED ROOFING WORK SHALL BE PERFORMED BY t'l, tG�G�NEFR o- OTHERS. cr 81935PE � 4. INSTALLATION DETAILS AND INSTRUCTIONS _lilt— ON THESE SHOP DRAWINGS SUPERSEDE 1, OREGO 4 ANY GENERIC INSTALLATION NOTES y Q <v INCLUDED ON PRODUCT DATA FOR SIMILAR. FpT. 9. 2o F� STANDING SEAM PROJECTS. ��ZLARD Ss. SEE STANDING SEAM STANDING SEAM INSTALLATION NOTES: EXPIRES: 06-30-2022 INSTALLATION NOTES 1. ANCHORS SHALL BE INSTALLED PER THESE O O PLANS BY A SYSTEM INSTALLER APPROVED DATE: 02/23/22 BY GUARDIAN FALL PROTECTION. PE SEAL O O 2. ALL SSMR SHALL BE .22 GUAGE MORIN SLR STANDING SEAM ROOF. 3. ALL STANDING SEAMS SHALL BE FOLDED D C ) O ( C C ) AS REQUIRED BY ROOF MANUFACTURER E U FOR PROPER INSTALLATION OF S-5-U J W CLAMP. 0 t® O O 4. EACH ANCHOR IS TO BE INSTALLED WITH (8) S-5-U CLAMPS. EACH S-5-U CLAMPS TO BE O O PLACED AT FURTHEST DISTANCE POSSIBLE I Cn AWAY FROM THE CENTER OF THE ANCHOR 0 II I IN EACH RESPECTIVE INSTALLATION SLOT. I 5. TWO SET SCREWS ARE TO BE UTILIZED >,•• ' 'Q 0 WITH EACH S-5-U CLAMP. ct O 0 I" r o SSMR ANCHOR 6. INSTALL SET SCREWS WITH AN INITIAL < Q- CD ® E ur 0 /-- TORQUE VALUE 160-180 INCH POUNDS. }.. W o (ITEM#1) 7. EACH SET-SCREW SHALL BE RE-TIGHTENED MIJ to Z TO ACCOUNT FOR ANY DEFORMATION OF 0 Q z F.,.THE STANDING SEAtvi PANEL DURING THE IliZ FIRST TIGHTENING. ,,..1 ® < d z 8. REFER TO S-5-U INSTALLATION LI-I (1) IX -IINSTRUCTIONS AND ANCHOR INSTRUCTION Z d R -I " o MANUAL FOR MORE INFORMATION. U (' < w a I--' Z v 1'-4�� a 22 GUAGE MORIN SLR (no (8) S-5-U CLAMPS, SEAMS O.C. STANDING SEAM DECK or-. PROVIDED VDU SSMR ANCHOR ' PANEL CLIP, VERIFY LOCATION ., QUANTITY 1(n'T�.: F pEC� - 16O'�`{i 1- - -� x ( l EF:61/A54i c514 Ta-�S "ALt�N tF Gt-(P w 5_5 �'G (ALL P2 GT1a ht ANc4,44 C `7-i 4, ,:F,PE,, DETAIL. 1: ADJUSTABLE STANDING '1EAM ROOF ANCHOR SL.ALE.1.1/2"=1 0" ALL NOTES MARKED WITH ASTERISK ARE TO a BE DESIGNED AND PROVIDED BY OTHERS ENNEk-In ; -,.R ....ki!...%.--c..c'P.• 6305 SOUTH 231ST ST KENT,WA 98032 PHONE 800 466 0385 cysts PR OpEls, <0 GINE /0 59 41.. di) 17 te e 1935P deb 8iE fr...._ .72, OREGO 1(4; /".1)71 9'2-°!3.1":('4 `tARD SI. EXPIRES: 06-30-2022 DATE: 10/20/21 1/4"THICK 304SS TIE OFF BAR PE SEAL (O.D. 3.000"/I.D. 2.030") _I W 1v110. 18-8 SS HEX 0 I— HEAD CAP SCREW sql0' 0 (1) 14x2"x3/8"THICK 6061 -c.....44111- 4144 I >" 0 CO 1— ,400 ,.. , 0 ,..:. S-5-U CLAMP ' .."• - •-*-4100.'". g: § •........,.* . ,, 28"x3"x3/8" THICK 6061 ALUM LARGE G '- .,.-.) -• i---: TIE-OFF BAR <4 .4 0 < E 8 Op4 ° < 11; a c) ADJUSTABLE STANDING SEAM ANCHOR . MIMI M 71 u SC,'•,,LE 3'4 =1'-0 (, .. z n 4C 1:1 0 1--- 04 tt < c:t D 0 = ?..9 47 . C.! 11.fiATERIALS LIST 3! ITEiv QTY PART MUNISER DESCRIPTIOi.! iiiiiTERIAL ,61 . . .. r',.[D I 7.! L ., buARDIAN 1-',L,,R1 ;i5..?,"z2.1 JUS-17-.BLE STANDING SE:Aivi ANI,J,Hc A1.111,.11. - 1 -..,.. .,... ... . , , ..