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Plans (243) 2019'Ai ,( orC\ — Lk)\°ci ` 5�,c 1 I Q - . i,c . `Avd. E t E . DRAWING LIST: DESIGN CRITERIA: , _ o 0 - 0a ® w SHEET NUMBER DRAWING DESCRIPTION F E. GENERAL: o a H 2014 OREGON STRUCTURAL SPECIALTY CODE 3 O 0 0 0 O, fi 1 COVER SHEET RISK CATEGORY: II 1 ARCHITECTURAL ELEVATIONS AUG 8 2019 3 a .1 DEAD LOAD: sa 2-2.1 ANCHOR AND FOOTING LAYOUT/ DETAILS ( `�I �D ROOF DEAD LOAD: 2 PSF 0 3 STRUCTURAL FRAMING PLAN ± ) j 1 ,9 ��,t FRAME DEAD LOAD: SELF WEIGHT isi 4-4.1 FRAME CONNECTION DETAILS LIVE LOAD: ROOF LIVE LOAD:20 PSF W o A Division of PORTERCORP 4240 N.136th AVE HOLLAND,MI 49424 (616)399-1963 5-5.1 ROOF LAYOUT - :4:1. Designs and calculations of Poligon buildings are protected under copyright laws and patents 6-6.2 ROOF CONNECTION DETAILS SNOW DESIGN DATA: o and may not be used in the construction or design of a building that is not supplied by Poligon. = O Copyright laws protect the style and visual appearance of the structure while patents may protect other parts of the design. GROUND SNOW LOAD (Pg): 10 PSF a il it ` PATENTEDAND/ORPATENTSPENDING COPYRIGHT 2014PORTERCORPHOLLAND,MI49424 _ FLAT ROOF SNOW LOAD(Pt): 10 PSF - - - SNOW EXPOSURE FACTOR (Ce): 1.0 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 i THERMAL FACTOR (Ct): 1.2 0, v PROJECT NAME: ROSHAK RIDGE WIND DESIGN BASIC WIND SPEED (V): 110 MPH o m GUST EFFECT FACTOR (G): 0.85 z Q PROJECT LOCATION: TIGARD, OR INTERNAL PRESSURE COEFFICIENT(GCpi): 0 a u WIND EXPOSURE: C BUILDING TYPE: SQR 20 MANUFACTURER NOTES: SEISMIC DESIGN DATA: ORDINARY STEEL MOMENT FRAMES MATERIALS: SEISMIC IMPORTANCE FACTOR(le): 1.0 Q ROOF TYPE: MULTI-RIB SEISMIC DESIGN CATEGORY: D DESCRIPTION ASTM DESIGNATION SEISMIC SITE CLASS: D m LJ TUBE STEEL A500(GRADE B) SEE CALCULATIONS FOR ADDITIONAL DATA 3 w BUILDING NUMBER: 19894 SCHEDULE PIPE A53(GRADE B) < > RMT PIPE A519 ADDITIONAL CRITERIA: LIGHT GAGE COLD FORMED A1003(GRADE 50) -COLUMN WRAPS ASSUMED TO BE FREE- 'O ORDER NUMBER: 65321 STRUCTURAL STEEL PLATE A36 STANDING AND INDEPENDENT FROM STEEL 3 ROOF PANELS(STEEL) A653 COLUMNS. o. ANCHOR BOLTS SEE SHEET 2.1 -C ANCHORASSUMED TO HAVE ADEAD - aC-. GENERAL NOTES: WEIGHT OF 1050 LBS. — v - UNLESS NOTED OTHERWISE,THIS STRUCTURE WAS DESIGNED TO ONLY SUPPORT WHAT -FOUNDATION DESIGN ACCOUNTS FOR DEAD <^ •� • t IS SHOWN ON THESE DRAWINGS. POLIGON MUST BE CONTACTED IF ANYTHING ELSE IS TO LOAD OF COLUMN WRAPS • o 0.— o BE ATTACHED TO THIS STRUCTURE(WALLS,COLUMN WRAPS, RAILINGS, ETC.)SO THE -MAXIMUM COLUMN DEFLECTION AT HEIGHT 3.5FT 0 0 0 - DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED. WAS DETERMINED TO BE 0.42 IN. < 9 a a UNLESS NOTED OTHERWISE,THIS STRUCTURE WAS DESIGNED ASSUMING A 20' °' U SEPARATION BETWEEN ANY ADJACENT STRUCTURE WITH AN EAVE HEIGHT EQUAL TO OR GREATER THAN THE EAVE HEIGHT OF THIS STRUCTURE. IF THAT SEPARATION DOES NOT ---.:..-.,---_---'---4, EXIST, POLIGON MUST BE CONTACTED SO THE DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED. - STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED,AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION MANUAL. WELDING ALL WELDING IS PERFORMED BY AMERICAN L G SOCIETY CERTIFIED WELDERS AND CONFORMS TO THE LATEST EDITION OF AWS D1.1 OR D1.3 AS REQUIRED. it PARTS SHOWN MAY BE UPGRADED DUE TO STANDARDIZED FABRICATION. REFER TO THE SHIPPING BILL OF MATERIALS AND FINAL INSTALLATION INSTRUCTIONS INCLUDED WITH THE STRUCTURE FOR POSSIBLE SUBSTITUTIONS AND IMPROVEMENTS. \ FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT THE e \I 1\11\\\\*i \���\ PRIMARY FRAME INSTALLER AND THE ROOF INSTALLER HAVE A MINIMUM FIVE(5)YEARS ED PR6 - w O DOCUMENTED EXPERIENCE INSTALLING THIS TYPE OF PRODUCT. �4 ---...�,` - ���� ���GINE� �:4'/\P:i C� co fY w 144A1 FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT ,,ELECTRICWIRING, IF REQUIRED, BE RUN THROUGH THE STRUCTURAL MEMBERS BEFORE 86784FE E (�THE BUILDING IS ERECTED. .z, � Q z I— E FABRICATOR APPROVALS: v> O CITY OF PHOENIX,AZ APPROVED FABRICATOR#C08-2010n O o U CITY OF LOS ANGELES,CA APPROVED FABRICATOR#1596y OREGONCITY OF RIVERSIDE, CA APPROVED FABRICATOR#SP06-0033 - 1''a, ,e , v 0CITY OF HOUSTON,TX APPROVED FABRICATOR#470 ��, 08 2w w CLARK COUNTY:NV APPROVED FABRICATOR#264 �Q T g� � o STATE OF UTAH APPROVED FABRICATOR 02008-14 �'N1 Yi / /) CERTIFICATES: ft n 1� SHEET MIAMI-DADE COUNTY CERTIFICATE OF COMPETENCY NO. 18-0813.22 ''r PCI (POWDER COATING INSTITUTE)4000 CERTIFIED iIF THESE DRAWINGS ARE SEALED,THE SEAL APPLIES ONLY TO C S BUILDING COMPONENTS(AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. tJ O r 6' rn N W a_ ► -n0J rn 1 m -1 11111111111pliirA NM =MEI 111•11111111=111111111W 41111111•111111111 , IIIIIIIIIIII=1 11111111111111=11111M O D -i < N Z rn N N IIMIIIIMINIMW 11111111111111111111111111 Z c y > -- 04 n rn 111•11n 1 o.... 3 OZ Ln D Mf ! illI I AO IJ 70 rn O II N • I lit it\ II / Ili' PT I ,+'1a o0 ym 'T fT DP Q1 J . Z o v _c. ‘0111404\ rri a, SI !LID z mo .,, z I_,1 w+4�1 m pcJ ZND \ { V�iZ� ` 4._ . Tmtn � DZ J mD< ,31 E PROJECT: CREATION DATE: DRAWN BY: - PRINT DATE: 616)399-1963 ROSHAK RIDGE 11/15/2016 7E18/2019 ® (w.poligon.c cn PROJECT LOCATION: BUILDING NO: REV LEVEL: SCALE: WWW.POIIgO�.001'Yl r' TIGARD, OR 19894 A 1:64 DRAWING: CAD MODEL: . COPYRIGHT 2014 byPORTERCORP ARCHITECTURAL ELEVATIONS 19894PATENTED OR PATENTS PENDING PORTERCORP 4240 N.1361h AVE HOLLAND,MI 49424 En Cr,. 0 6 0 - - - - I I / II I / i // I / I I / I / kJ I I / N / V N I I / I / I I N D Z C) 2 T O OOz 22 c-I= D z D"'K Z O O zKK O 0 c c _1 H- -- Z �T Cww 0 zm �-1 1 1 Y I -r •c 0 a -Lin r00 O v wzo rt 0 , - m y Z y-i rn oT i'51;' ` Q -UrTI G m r,TW ,% Z O °Om Co I 6:‘..144 r G� — �Z r� Q10 m PROJECT: CREATION DATE: DRAWN BY: PRINT DATE: ROSHAK RIDGE 11/15/2016 7/18/2019 pollgone (616)399-1963 PROJECT LOCATION: BUILDING NO: REV LEVEL: SCALE: www.poligon.com N TIGARD, OR 198941.32 DRAWING: CAD MODEL:: COPYRIGHT2014 by' _RI'EItcoxr ANCHOR AND FOOTING LAYOUT 19894 PATENTED OR PATENTS PENDING PORTERCORP 4240 N.I36Ih AVE HOLLAND,MI 49424 E FOUNDATION NOTES: ANCHOR BOLT NOTES-PINNED BASE STRUCTURES (ANCHOR BOLTS LOCATED WITHIN COLUMN): 2 u p 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE, 1. ANCHOR BOLTS SHALL BE ASTM A307(GRADE A) MATERIAL UNLESS OTHERWISE NOTED. OO C U AMERICAN CONCRETE INSTITUTE,AND ALL APPLICABLE STATE AND LOCAL ORDINANCES AND 2. ANCHOR BOLTS SHALL BE EITHER"HEADED"OR"THREADED WITH NUT"AS DEFINED IN 7 ° � • REQUIREMENTS. THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL(PART 14), 13th EDITION. o. = W 2. THE CONCRETE DESIGN IS BASED ON THE FOLLOWING PROPERTIES: 3. HOOKED ANCHOR BOLTS ARE NOT ACCEPTABLE. cn a r • 28 DAY STRENGTH OF 4500 psi. 4. ACCURATE ANCHOR BOLT PLACEMENT IS CRITICAL. TO ENSURE THE ANCHOR BOLT • SLUMP OF 4" (+/-1"). LAYOUT MEETS THE DIMENSIONS REQUIRED ON THE DRAWINGS, SURVEY(OR MEASURE) �0 ., O THE LOCATION OF ALL ANCHOR BOLTS PRIOR TO POURING THE FOOTINGS.AN 3. THE FOOTING SHALL BEAR ON COMPETENT UNDISTURBED SOIL OR 95%COMPACTED FILL. IF SIGNS OF 3 d ORGANIC MATERIAL, UNCONTROLLED FILL, CLAY OR SILT, HIGH WATER TABLE OR OTHER POSSIBLE ADDITIONAL SURVEY(OR MEASUREMENT)SHOULD BE MADE AFTER THE FOOTINGS ARE a _ DETRIMENTAL CONDITIONS ARE FOUND, INSTALLATION OF THE FOUNDATION MUST BE DISCONTINUED AND POURED TO CONFIRM THE ANCHOR BOLTS DID NOT SHIFT DURING THE CONCRETE POUR. - o A.SOILS ENGINEER CONTACTED. 5. POLIGON STRONGLY RECOMMENDS USING ANCHOR BOLT TEMPLATES BECAUSE THEY Q W 4. THE REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60. SIGNIFICANTLY IMPROVE THE ACCURACY OF ANCHOR BOLT PLACEMENT.AN ANCHOR BOLT TEMPLATE IS PROVIDED WITH ANY PINNED BASE ANCHOR BOLT KIT PURCHASED o`_ 5. IF FOOTING DEPTH SHOWN DOES NOT MEET LOCAL FROST REQUIREMENTS,THE DRILLED PIER FOOTING POLIGON. a n MAY BE EXTENDED. EXTEND VERTICAL BARS AS REQUIRED AND PROVIDE ADDITIONAL TIES TO MEET 6. FROM OUTSIDE ARE THE FQR THIS 1.2 SPACING REQUIREMENTS AS SHOWN. IF LOCAL FROST DEPTH REQUIREMENTS ARE NOT MET AND NO IF OUTSIDE CONSULTINGTNEY MUST ENGINEERSREFETPOLIGONRDESIGNINGGTHE FOUNDATIONS FND MINIMFM CONCRETE DRILLED PIER FOOTING OPTION IS GIVEN, CONTACT POLIGON ENGINEERING. IT IS THE CONTRACTOR'S SPROPERTIES (COMPRESSIVE STRENGTH, EDGE DISTANCE, ETC.)REQUIRED FOR THE F`'.14 RESPONSIBILITY TO VERIFY THE LOCAL FROST LINE DEPTH BELOW GRADE PRIOR TO CONSTRUCTION. "o�. = ANCHOR BOLT DESIGN. o 7. ELECTRICAL ACCESS HOLE IS ALWAYS LOCATED IN THE COLUMN BASE PLATE AS SHOWN. `'w - BE SURE TO KEEP THE ANCHOR BOLT TEMPLATE PROPERLY ORIENTED WHEN ELECTRICAL '>W THE FOUNDATION DESIGN SHOWN ON THESE DRAWINGS IS NOT SITE ACCESS TO THE COLUMN IS REQUIRED. TEMPLATE MUST BE REMOVED BEFORE SPECIFIC, BUT BASED ON THE PRESUMPTIVE ALLOWABLE FOUNDATION INSTALLING COLUMNS. PRESSURES IN CHAPTER 18 OF THE BUILDING CODE (CLASS 5 SOIL).THE O cv BUILDING OFFICIAL IN THE JURISDICTION IN WHICH THIS STRUCTURE IS o LOCATED MAY REQUIRE A SITE SPECIFIC GEOTECHNICAL REPORT ORCU CV LETTER FROM A QUALIFIED LOCAL PROFESSIONAL ENGINEER ATTESTING 1 1/2"TYP a TO WHETHER THE ACTUAL SITE CONDITIONS MEET THE ASSUMPTIONS IDENTIFIED ABOVE. z^ a E2 0 7" a v, SQ DRILLED PIER FOOTING OPTION - 3"TYP 3"CLR COLUMN LOCATED AT 1/8"THRU Q CENTER OF FOUNDATION11467ELECTRICAL ACCESS HOLE ARROW TIP ON TEMPLATE 3 w A POINTS TO TRUSS SIDE OF COLUMN. < a, FOOTING TYP.@ o EACH COLUMN o a j L cc FOOTING DESIGN BY POLIGON 0. 2'-0"MIN. Q^ � t FOOTING MATERIALS BY OTHERS. C X BOLT THRU ANCHOR HOLE z Z o O 0 0 Il w c, U I 111L11.1 .III 6-#6 VERTICAL BARS (EQUALLY 0 m V SPACED) #4 TIES HORIZONTAL @ 12"O.C. w/2 TIES IN THE TOP 5" THE FOLLOWING ADHESIVE ANCHORS MAY BE SUBSTITUTED FOR THE (QUANTITY OF REINFORCING ®ANCHOR BOLT PATTERN 3"CLR N.- 3"CLR SHOWN INDRAWINGS MAY NOT CAST-IN-PLACE ANCHOR BOLTS: REFLECT REQUIREMENTS) -HILT!HIT-HY 200(A OR R) ADHESIVE WITH 0 1/2"HAS-E ROD BASE PLATE THICKNESS: 1/2" 2'0"DIA.MIN. WITH MINIMUM 6"EMBEDMENT. -SIMPSON STRONG TIE AT-XP ADHESIVE WITH C 1/2"ALL-THREAD J ROD (ASTM F1554 GRADE 36) WITH MINIMUM 6" EMBEDMENT. - CONTRACTOR SHALL FOLLOW ALL INSTALLATION SPECIFICATIONS AND Q REQUIREMENTS OF ANCHOR MANUFACTURER. Q SQUARE FOOTING OPTION COLUMN (...D1/2" NUT z FOOTING DESIGN POLIGON1/2"WASHER TOP OF FOOTING FOOTING MATERIALLSS BYY OTHERS. COLUMN LOCATED AT 0 3"CLR CENTER OF FOUNDATION I (4) PLACES FINISH GRADE(ASSUMED AT 0 0 i • CONSTANT ELEVATION i3. I' t., W p FOOTING TYP.@ .\71:11. UNLESS OTHERWISE NOTED) s C� a z EACH COLUMN �� �^':80\ GiN��f (=w p QQ.: PE �� O • • aZ = 1'-6"MIN. rill. 3#5 HORIZONTAL BARS 1 1/2"+1/2" • Oz(EQUALLYSPACED) -0„ /1/ 'EACH WAY, nO QTOP8 BOTTOM 1/2"X10"LONG ,• :, y� o o z (QUANTITY OF 8"MIN.EMBEDMENT Ia y NANCHOR BOLT INTO CONCRETE FOOTING S b8, ° ° REINFORCING SHOWN INT 3"CLR DRAWINGS MAY NOT (4) PLACES •: �4 OPHER 1 i a o 3"CLR • REFLECT REQUIREMENTS) CONCRETE FOOTING SHEET 2'-0"MIN. it •ANCHORBOLTDETAIL IF THESE DRAWINGS ARE SEALED,THE SEAL APPLIES ONLY TO 2. 1 BUILDING COMPONENTS(AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. k g0 a c v o g,� -i- o W 0 ----3'z_,_, ;f- P-100 3 0 �0 3 a -- T-100 SHEET 4.1 / © a .� r SHEET 4 � - ----..",10`11"----------------lir �` 0 o �Z oQn p.�� 6 11, A-100.,,.....I........ .'"''...... - 1311 lirpol> \ 0 0 SHEET 4.1 dW8 K- 100 4 �s. o ( SHEET4 i\ / Qm p� J z^ 07* ivr; \ /- 4 a O Z w • Q• , p iY N �t cc _ IT Z o• O, p 1 \ O 2 aaLL, p U m U 1 r 12-7 1/2" REF 0 . 7'-6 CLEAR Z Q 0_ ZZ_ FINISH GRADE Lu ce _ (ASSUMED AT CONSTANT , '�. (� ° `L ELEVATION UNLESS '. ce J OTHERWISE NOTED) <t).J \2 lti `, . c. E 0 r `- 867s4PE i o U 6 4 - T-TAIL ASM HSS4X4X1 /8 16.68 0cz o N 5 4 - PURLIN A ASM HSS5X3X1 /8 55.38 °�=G Osi4t w w 3 4 4 - T-MEM ASM HSS8X4X3/16 239.13 �'�` �� °'� 3 1 - C-TUBE ASM HSS5X5X1 /2 15.51 0P, I a SHEET 2 4 - TRUSS ASM HSS6X4X1 /8 97.81 '1 I 1 4 - COLUMN ASM HSS6X6X3 16 144.83 / a IF THESE DRAWINGS ARE SEALED,THE SEAL APPLIES ONLY TO 1 ITEM QTY. PART NO. DESCRIPTION MATERIAL WEIGHT BUILDING COMPONENTDWITHINTHESEIDRAWINGN IF APPLICABLE) NOTE: 5/8"PLATE NOTE: TURN-OF-NUT PRETENSIONING METHOD: r, o SEE UC-100 FOR U-CLIP INSTALLATIONCOVER PLATE THESE STEPS ILLUSTRATE THE .. c O 1/2"FLG.PLT. ATTACHED WITH POP RIVETS REQUIREMENTS OUTLINED IN THE AISC a rn a (1P2903) (1) PER CLEAT SPECIFICATION. THE ROTATION ° 'o W TENSION MEMBER AT BOTTOM OF CONNECTION COMPRESSION TUBE INDICATED IS ACCURATE FOR MOST z . F^ 3/8"PLATE BOLT DIAMETERS AND LENGTHS BUT IT IS 73 _.0 G I THE RESPONSIBILITY OF THE INSTALLER _ TRUSS TO MEET AISC REQUIREMENTS. 3 > s 0 1"THRU STEP ONE: 0 I „/ a/ ELEC ACCESS HOLE // AFTER SNUG TIGHT, o z �� �� MATCH MARK PLATE Z„ BOLT,HEX, 1-8x2 1/2 i ,�> NUT,HEX,S/8 11 z (2) PLCS EACH CONNECTION ,�� `�� i (2) PLCS EACH CONNECTION {\;e ., /I ,� 1.54 " ���`� �'/ / COLUMN %°> I •. ' . #(4141r �` . � 2-R.3/8"PLATE • 1/4"FLG.PLT. 3/8"PLATE \\\ '•__ v ' `� // BOLT,HEX,5/8-1 lxl 3/4 $ o 2 NUT,HEX,5/8-11 (2) PLCS EACH CONNECTION (2) PLCS EACH CONNECTION ,' '� --- / �� ' . �� > — o / 4 . > v,. > • ' �� .� / _ `�� �' STEP TWO: ¢N > — ' N, ,f THEN TURN BOLT/NUT PAST ° ./:‘,;;#9,\ > �i �� SNUG TIGHT 1/3 TURN N TRUSS TAIL , / �•/ \ • ,�' / .' ' TENSION MEMBER .` 0 120.00°+30° TRUSS ° 30 Q 1/2"FLG.PLT. k ) 52c.z 5/8"PLATE CUSTOMER TO VERIFY CUTOUT SIZE AND LOCATION li > °,O COLUMN CONNECTIONS K-100 COMPRESSION MEMBER CONNECTION T-100 C LO CO 0, w^ a i O oa a z f a0 0 CONNECTION NOTES: m u 1. ALL HIGH STRENGTH BOLTS ARE A325 BOLTS AND TO BE INSTALLED BY THE "TURN-OF-NUT"PRETENSIONING METHOD AS SPECIFIED IN THE 13TH EDITION OF THE AISC"SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS",SECTION 8(SEE ILLUSTRATION). A325 BOLTS MAY BE INSTALLED WITHOUT WASHERS WHEN TIGHTENED BY THE"TURN-OF- NUT'PRETENSIONING METHOD. IT IS THE RESPONSIBILITY OF THE ERECTOR •TO INSURE PROPER TIGHTNESS.THIS METHOD IS ONLY REQUIRED ON 5/8" DIAMETER AND LARGER BOLTS.ANCHOR BOLTS NEED NOT BE TIGHTENED PAST SNUG TIGHT. 2. LOCAL JURISDICTIONS MAY REQUIRE AN INSPECTOR TO BE PRESENT TO WITNESS HARDWARE INSTALLATION AND INDEPENDENT TESTING. Q INSPECTION REQUIREMENTS SHOULD BE VERIFIED PRIOR TO STEEL w ERECTION. a 3. ERECTION OF THE FRAMING MEMBERS WILL REQUIRE THE MAIN COLUMNS Z TO BE PLUMB SQUARE AND TIGHTENED TO THE TRUSSES AND TENSION 0 MEMBERS BEFORE INSTALLING THE PURLINS. PURLINS,IF REQUIRED,MUST BE f ~ PARALLEL TO THE EAVE BEAMS AND TENSION MEMBERS. �ti� I'I1 r7,�_� Lu 0 w 4. TOUCH-UP PAINT MUST BE APPLIED TO ALL EXPOSED BOLTS&NUTS. �5��N(,ttvE�9 S/0 . 0 Z PERIODIC TOUCH-UP AT THESE BOLTED CONNECTIONS IS REQUIRED. 5. UNLESS THE BUILDING HAS A FACTORY APPLIED POWDERCOAT,E-COAT 86784P� -- - O OR GALVANIZING,THE FRAME WILL BE PRIME PAINTED AND WILL BE =o~ REQUIRED TO BE FINISH PAINTED IN THE FIELD WITH ALL PAINT,MATERIALS AND LABOR NOT BY POLIGON (PORTERCORP).REFER TO FINAL SALES 0 0 Ce ORDER. • . „ OREGON/it ce- U- 6. PRIOR TO THE ERECTION OF SHELTER COMPONENTS,IT IS RECOMMENDED js "`a 1'08;20 w03TO CHASE AND TAP STRUCTURAL HARDWARE.EVEN THOUGH POLIGON r�pHERbo o a MAKES EVERY EFFORT TO PROTECT THE HARDWARE DURING THE PROCESS a 0 OF PRODUCTION,FINISH,AND SHIPPING,THE ON-SITE CHASING AND • / �1 TAPPING OF THREADS IS ALWAYS GOOD POLICY. 1/ �.- SHEET 7. TO PREVENT RUST STAINING OF FINISH,ALL METAL SHAVINGS MUST BE I .� REMOVED AFTER INSTALLATION.ENSURE NO SHAVING ARE TRAPPED BETWEEN MEMBER SURFACES. IF THESE DRAWINGS ARE SEALED,THE SEAL APPLIES ONLY TO BUILDING COMPONENTS(AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. ii o ' oo it I IA\ . "t 11 i 011111111'''i 0 10 10 0,_/iii I I °11111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII''' ' III\ Sk\ rn 6)73 /1/IA -.1.-.11...1111111111111111."--- 11/ 7 .04 I I /4 ri o ' ii I 6" Zrtrt GrN m o� \AO 86:6, \'a <s> Zm 0`�..r O �� '� z ry - ) M `A Tit? O -o r-: .4 . zon 1�� mt.. � Z a mo 4� Fl PROJECT: - CREATION DATE: DRAWN BY: PRINT DATE: ROSHAKN: RIDGE 11/15/2016 7/18/2019 ® (616)399-1963 PROJECT LOCATION: BUILDING NO: REV LEVEL: SCALE: www.poligon.com 01 TIGARD, OR 19894 A 1:32 COPYRIGHT 2014 bYPORTERCORP DRAWING: CAD MODEL: -1 9894 PATENTED OR PATENTS PENDING ROOF OVERVIEW PORTERCORP 4240 N.136th AVE HOLLAND,MI 49424 E IA MULTI-RIB NOTES: Mo u O D` c U THE DETAILS SHOWN ARE SUGGESTIONS OR GUIDELINES ON HOW TO ERECT o. rn W THE SYSTEMS.THE INFORMATION SHOWN IS ACCURATE, BUT IT IS NOT INTENDED C H TO COVER ALL INSTANCES, BUILDING REQUIREMENTS, DESIGNS OR CODES. THE DETAILS MAY REQUIRE CHANGES OR REVISIONS DUE TO FIELD - 3 Q .- CONDITIONS. 3 a 41 XI ` IT SHALL BE THE RESPONSIBILITY OF THE ERECTOR TO ENSURE THAT THE DETAILS O •MEET PARTICULAR BUILDING REQUIREMENTS AND TO ASSURE ADEQUATE i a WATER TIGHTNESS. 1 ill . THE ERECTOR SHOULD THOROUGHLY FAMILIARIZET HIMSELF/HERSELF WITH ALL v ERECTION INSTRUCTIONS BEFORE STARTING WORK. o a 2 o 0 U 14'-11 3/16" • THE PANELS SHOULD BE INSTALLED PLUMB, STRAIGHT, AND ACCURATELY TO o o THE ADJACENT WORK. 11'-1 9/16" o FLASHING AND TRIM SHALL BE INSTALLED TRUE,AND IN PROPER ALIGNMENT, o II . WITH ANY EXPOSED FASTENERS EQUALLY SPACED FOR THE BEST • APPEARANCE. N Z r.... Q SEALANT SHALL BE FIELD APPLIED ON DRY, CLEAN SURFACES.SOME FIELD CUTTING AND FITTING OF PANELS AND FLASHING IS TO BE EXPECTED BY THE IIIERECTOR AND MINOR FIELD CORRECTIONS ARE A PART OF NORMAL lli�III'llIll hliIhkiltiERECTION WORK. Q WORKMANSHIP SHALL BE OF THE BEST INDUSTRY STANDARDS AND LI. INSTALLATION SHALL BE PERFORMED BY EXPERIENCED METAL CRAFTSMEN. Z cd 19'-1015/16" < > METAL SHAVINGS FROM DRILLING OR INSTALLATION OF ROOF FASTENERS o r MUST BE CAREFULLY REMOVED FROM THE ROOF BY BRUSHING OR SWEEPING 'O O --- AT THE END OF EACH DAY DURING INSTALLATION.SHAVINGS LEFT ON THE ROOF WILL QUICKLY RUST AND STAIN THE ROOF FINISH. Os ^ owt 0 O Z- 0 1 z a o ce - U V m 12 6 0 . / @I@ 0p PR OFF 0 o D 11'-19/16" /' '`F'Q' C,iNE Ss! 0 ce O /' �- ER Oy E < >- /11 COMPRESSION TUBE i: .' 86784PE ` Q z~ LL B / /' O'Es' O PURLIN ny OREGONI)t w wo o a MULTI RIB PANEL ROOF 1I-6 7/16" e — lifir' ., A SHEET TENSION MEMBER • C IF THESE DRAWINGS ARE SEALED,THE SEAL APPLIES ONLY TO �/ 1 BUILDING COMPONENTS(AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. E ' PART DESCRIPTIONS: .0 ou p 0 man #12-14x3/4"SELF DRILLING SCREW. rn a1 W #12-14 X 3/4"SELF DRILLING SCREW ° a EACH SIDE OF RIB & CENTERED i ='-) 3 ai O MULTI RIB PANEL 3 a z I #12-14x1 1/4"SELF DRILLING _a o SPLICE CHANNEL SCREW. O a (CENTER AT J-CHANNEL JOINT) 4 / , U-CLIP z riffilrt Z=/ WoH Q a6 Alle 6 , i O • - #12-14 X 3/4"SELF DRILLING SCREW t/s"POP RIVET. 'Z- EACH RIB % °�°J CHANNEL TRIM !/ i o(INSTALL WITH 1/2" - � TENSION MEMBER �� zGAP FROM MR PANEL) �IAND/ OR TAIL POP RIVET (8) PLCS E o (4) TOP & (4) BOTTOM V I I, NOTE: J-CHANNEL TRIM ALL MATERIALS ARE CALLED (INSTALL WITH 1/2" OUT ON SHEETS 5.1. GAP FROM MR PANEL) Q z 3 a a a ce EAVE DETAIL MR 100 Lo --1- ON 20138CO w^ 0 P HIP CAP Z o ,- o 6" OVERLAP ° o 0 J V U m VP.Ir #12-14 X 3/4"SELF HIP CAP / DRILLING SCREW ' 'ii EACH RIB 4001100. MULTI RIB PANEL �5p1NEF ��,% i _il il 3 0 EXPANDING FOAM SEALANT ;�� n OREGON • w w (TRIM FOAM SEALANT TO �,, / o o a FIT BETWEEN RIBS. FOAM �'�SA ( r / a o CANNOT BE PLACED 111 / TC,.r ,-- iOVER RIB AT ANY TIME) TRUSS PF; ' jai '`{ • /. SHEET . A\. M R 300 IF THESE DRAWINGS ARE SEALED,THE SEAL APPLIES ONLY TO 6 TRUSS DETAIL BUILDING COMPONENTS(AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. 20138 E o` c r o. p1 °� MULTI RIB PANEL W a '2"517 3a 3 a z #12 14 X 3/4"SELF DRILLING SCREW O o EACH SIDE OF RIB Z` a th1 o L--- Z Q__n z Q /4rI d N PURLIN AND/ OR Q TAIL r m w.. z> Q '.>:'-i' a 0 cc PURLIN DETAIL MR-600 20130 0 1 o O O'• W z z.- O O z R #12-14 X 3/4"SELF DRILLING SCREW L m U EACH CORNER OF ROOF PEAK CAP ROOF PEAK CAP T T f_`_t at‘filiVrio 0•••••••••••••e/.°-- 1 ..--1 . 11/ ill 111%:i Nii WI MULTI RIB PANEL z HIP CAP O rD °PO���- O CY U �. uP wLU �c�� e GIN-EEI.�'? (7. _ 6. z ee ,....4' . 8674F'E �; O O Neei */ --3.-,,,s, ; ;/fif.-1 ,('73.. L>rl ^,,,�.,,,EGOr � O O a 7 1 1 SHEET ROOF PEAK DETAIL MR 800 IF THESE DRAWINGS ARE ES ONLY TO BUILDING CO PONENTS(AND FOU SEALED, ATION DESIGN IFTHE SEAL PPPLCABLE) 6. 1 20136 DETAILED WITHIN THESE DRAWINGS. E 2 u O • HIP CAP O. _ c.)o'. rn MULTI RIB0. cr, • H r . 3 MULTI RIB PANEL 3 o a O ZQ J-CHANNEL TRIM \ =>ggZola I z aa z..-c° RIVETS (9) PER CORNER za, a�� 4* t �� J-CHANNEL TRIM Q J-CHANNEL CORNER TRIM V m Liw J-CHANNEL CORNER TRIM (FIELD CUT AND FOLD TAB UNDER o ce ADJACENT PIECE) CORNER DETAIL MR-900 0 co 20138 w 0 bo, ,;, Z Z— O O 0 0 ¢ 0 0 O m O N J_ Q Lll 0 Z O i.O ~ mac, N("NtEy""`'"' Z z IL =o O 0 OO �y OREGON cz 9, 6f 'per. `f i y q t J' w w 3 • 1 \147 SHEEP ` IF THESE DRAWINGS ARE SEALED,THE SEAL APPLIES ONLY TO 6.2 `I BUILDING COMPONENTS(AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. i -__?,_i__ NOTES I 1.)SEE CIVIL PLANS FOR ROADWAY,WALK AND CURB LAYOUT. CONCRETE SIDEWALK 2.)SEE PARK PLANTING PLANS SHEET L4.04. SEE CIVIL DRAWINGS 3.)WALLS ARE DIMENSIONS TO INSIDE FACE OF WALL. CE BOULEVARD 4.)SEE SHEET L4.03 FOR PARK GRADING PLAN. SW RIVER TERRACE --------- - 5.)PLAY EQ EQUIPMENT-SEE EXHIBIT PLAY EQUIPMENT PLAN AND RH + - -.__.__._ ' PLAY EQUIPMENT RENDERING ____�._�____ _ __________ N 0 . LEGEND GREENSITES SERIES BENCH f.Y *' --- - I i I L MANUFACTURER:VICTOR STANLEY _ --r t I. 1 _Ir-Ti-H'_ ) I i L I, 1 , -11 --1------4-' __'_ \ I + _ _'Ori D ® MODEL:THE GREENSITES SERIES ry I I I I• 1 ! I ' i WATER METER FOR BENCH CM 324 y,,,.,- ? I O— j ! PARK LANDSCAPE SEE - I 'r FINISH:RECYCLED PLASTIC // ' CENTER LINE ISA `I-- IVIL PLANS FOR SIZES r J� COLOR:RECYCLED MAPLE I i SLATS y I + I 1 'F" 1 j�' SCORE JOINT ALONG PARK ENTRY SIGN ,.„_._ ,..os`,� AND LOCATION + I --'- METAL:TITANIUM POWDERCOATED R:(..,-oeit 1 "-_ I 12'PATHS Q )TRASH 0 ® SIZE:72"LENGTH STANLEY `---- . -i 4 a -- (2)BACKLESS BENCH Q - ' �W d i, + + . 12'WIDE 4"THICK Q RECEPTACLE ! SURFACE MOUNT �� TRASH RECEPTACLE --"" ©PET WASTE CONCRETE SIDEWALK ®SURFACE MOUNT © ' W .� STATION MANUFACTURER VICTORPill SCORE JOINT BIKE ENSITES SERIES RACK(4)RIBS W MODEL:RTH-SDTHE E DEEDOOR-OPENING LITTER TYPICAL � CULTURE STONE WALL Z + I BOLLARDN. (RETAINING) NOTE: J RECEPTACLE WITH RAIN BONNET LID + ® EXPANSION JOINTAI STAIR WITH © PLAY AREA SURFACE AND EQUIPMENT = FINISH:RECYCLED PLASTIC SLATS TYPICAL IV 0 ACCESSIBLE FOREVER LAWN I f HANDRAIL TYP. TO CONFORM WITH CPSC GUIDELINES I V COLOR:RECYCLED MAPLE PLAY SURFACE I- METAL:TITANIUM POWDERCOATED FOR PLAYGROUND SAFETY. POLYGONNW COMPANY -- - © PLAY AREA 1(1)BENCH W/BACK -~ I SIZE:36 GALLON CAPACITY = IIpCONCRETE CURB Iv SURFACE MOUNT SUI © DRINKING RFFON TAINT I) NOTE: m CONCRETE PLAY AREA SURFACE AND EQUIPMENT 5 CONCRETE SIDEWALK/ MANUFACTURER:MOST DEPENDABLE MOW STRIP ©AREA DRAIN TYPICAL TO CONFORM WITH SAFETY.CPSC GUIDELINES PLAY IT SAFE SIGN a LANDSCAPE CONNECTION _�= - ,` FOUNTAINS INC. IV SEE CIVIL DRAWINGS ,\ FOR PLAYGROUND Pacific I = PLA®UIPMENT _ © �' MODEL:410 SM 55 0 5'WIDE 4"THICK WITH PET FOUNTAIN J \,\• SEE EXHIBIT PLAY EQUIPMENT PLAY IT SAFE SIGN - WITH JUG FILLER Community IV CONCRETE SIDEWALK '- -�,� _., . PLAN AND RENDERING FINISH:STAINLESS STEEL \ m CULTURE STONE WALL COLOR:BLACK Design / (FREESTANDING) ........11111.1.....„..............„... 4"CONCRETE SIDEWALK ©STAIR WITH \ -- HANDRAIL TYP. ��— CAST IN PLACE,SCORE AS SHOWN ® / FOR PLAY AREA Til �\ ©SUBSURFACE DRAINAGE + . /, 0 BASKETBALL POST, ��% _ - ` PLAY AREA FOREVERLAWN SURFACING GEODESIGN,INC BACKBOARD AND ���� 1 PLAN SEE SHEET L4.02 / DEPTH AS DETAILED VERIFY- ® HOOP AS �,� --_-- + \;- m CONCRETE - JDOIN ACCORDANCE WITH ASTM-F-1292 SPECIFIEDT ASTM-F 1951 AND CPSC GUIDELINES R- EVISIONS Q (2)BENCH WRACK DATE DESCRIPTION BICYCLE RACK MANUFACTURER:VI R STANLEY 9 g 2"WIDE STRIPING , i:.:Y.,eCMODEL:BRWS-101 DERCOATED LIti • � • TCTANIUMSURFACE MOUNT PAINT, t ..+.. i �� 1 TRASH Q \ It '` ___ -+I �C�iii..._ I- RECEPTACLE __ _ CULTURE STONE WALL + PICNIC TABLE A U \l \ • (RETAINING) (2)BENCH W/BACK t SURFACE MOUNT ® 0 1 \ \+ "~ ;i,4"CONCRETE _--__ .__.._._.._ �.. l Y m { © I MANUFACTURER:VICTOR STANLEY BIKE RACK(3)RIBS MODEL HOMESTEAD COLLECRON- t SURFACE MOUNT _ 11--1 - - MODEL ST-6 TABLE WITH BENCHES p I 4� ,i' -I,",r \\ ®BASKETBALL _ CULTURE STONE WALL CONCRETE 10 TV SURFACE _j-- 4"CONCRETE PAVING - DRINKING-FOUNTAIN F _--- -20 X 20 SHELTER ___ _....1._ ...._. FINISH:RECYCLED PLASTIC SLATS : U i p Y S" tt T- «--. _.. —COURT WITH WWM, .._._ ..___ __ __..__. ..._ G.a --- \J PLAY SURFACE TYP.B ©- IS link ..��-� SLABCALLY SIZE:6'TABLE TOP,SURFACE MOUNT , J S r URB AT SIDEWALK MOW STRIP OUNTAIN L P fi ., ' � "- '--= ,...<, SAW CUT JOINTS (RETAINING) ® WITH MONOLITHIC POUR FOOTING I COLOR.RECYCLED MAPLE ,:-..11....1� � a J,.f e POSAL TRENCH O SEE CIVIL DRAWINGS WITH Q©ilOi CULTURE STONE WALL DRINKING FOUNTAIN (3)PICNIC TABLE ak I Q ACCESSIBLE PICNIC TABLE ���WITH RAILING SW 168TH AVENUE (1)ADA TABLE MANUFACTURER:VICTOR STANLEY S (RETAINING) SURFACE MOUNT I ®MODEL:HOMESTEAD COLLECTION- C<1 T.E. A CULTURE STONE SEAT MODEL ST-6,8'TABLE WITH 6'BENCHES Q� , izgr WALL m CONCRETE (1)BENCH WRACK �i I 3;= SURFACE MOUNT FINISH:RECYCLED PLASTIC SLATS ncy MOW STRIP ® COLOR:RECYCLED MAPLE 4 . / - - -- I SURFACE MOUNT TOP,ADA COMPLIANT, 1+ -v f O PARK-LAYOUT PLAN �' Ai d aren . Lank •rd 0 20 X 20 SHELTER BY POLIGON: sem, OREGON es, Tv' V 4 ~~'"-` CONCRETESIR I.-- MODEL: - LP '� E20'SQUARE STEEL SHELTER, e4 �Q i , + - SEE CML DRAWINGS -` • • MULTI RIB PRIMARY ROOF. Y'P�" �` D / _ _f�� -_!_�- �_�` SW SEE CIVIL FRRAME COLOR:OF COLOR: SURREY BLONIAL EIGE � � ' {—f- ' RIVER TERRACE gpULEVARD DRAWINGS NOTE: Polygon at 1 ,1�"j"-. ! l �,� SHELTER COLUMNS: Roshak Ridge F2 ~I I l i I SEE SHEET L4.02 FOR PLAY AREA UNDER DRAINAGE, MANUFACTURED STONE A W �' tel- AREA DIMENSIONS AND PATH ALIGNMENTS MANUFACTURE:CULTURED STONE O W I rr SUPPLIER.MUTUAL MATERIALS CONCRETE WALL-SACK ' MATERIAL:CHARDONNAY OLD Z IT FINISH + I I COUNTRY FIELD STONE zi :s W (RETAINING)4'•10'HEIGHT I '- I ' I Construction Documents v N I III SEE STRUCTURAL DETAILS , I + - �--4 I I I E — W I !-i I , -f- CULTURED STONE WALL , 13117 y J (,)BENCH W/BACK Q 3 = I SURFACE MOUNT 0-0 a PARK ENTRY SIGN -q . ©PET WASTE STATION PARK S PLAY EQUIPMENT 1127 0 �` SEE EXHIBIT PLAY EQUIPMENT 4PLAN AND RENDERING I I I I I I ' I I I I I I u AREA DRAIN TYPICAL I " SEE CIVIL DRAWINGS LAYOUT PLAN I COLD JOINT ` ` 5'WIDE 4"THICK 0 L + m P... CONCRETE SIDEWALK ` - s SCORE JOINT '- _ r ACCESSIBLE 0 TYPICAL ® -_.�la %. - i ® FOREVERLACE EXPANSION JOINT IA -� %/�/Cr o� 1®f a FPLAY OREVERFACE TYPICAL • @ Jr: i ��.���� hi%�//H/ s%Oi/�, a 4 ��ANPT1 - _,_ _ PARK SUBMITTAL 6/21/2018 4"CONCRETE PAVING Q PET WASTE© CENTER AT RIVER TERRACE SWIM { �, o �� WITH MONOLITHIC STATION CENTER UNDER SEPARATE CONTRACT Approval Planning = , STREAM SUBMITTAL CURB AT SIDEWALK 8® \: I ! p BLVD SUBMITTAL 8 ) 1 PLAY SURFACE TYP. SIDEWALK CCRETE/© J}e G m D I LANDSCAPE® Date: I ( _ 3 1NT ® FORPLAVAREA CONNECTION ROY ROGERS RD 2 I SUBSURFACE DRAINAGE ,` o RIBS 2 PLAN SEE SHEET L4.02 . 8 t...... L~ — — )C!$tIals: KEY MAP g ER Alk FI I _ 6. LLY ® w AI �/'��. \� .SCALE L4 . O1 • \� �' !. (1)20 0 10 20 2 O PARK-LAYOUT PLAN ,IN =20 FEET Z ELEVATION DATUM: NGVD 29