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HomeMy WebLinkAboutPLANSPQ A Division of PORTERCORP 4240N. 136th AVE HCLLAND, MI 49424 (616)399-1963 Designs and calculations of Poligon buildings are pmtected under copyright laws and patents and may not be used in the construction or design of a building that is not supplied by Poligon. - - Copyright laws protect the style and visual appearance of the sWtlure while patents may protest other parts of the design. PATENTED AND/OR PATENTS PENDING COPYRIGFR2014PORTERCORPHOLLAND,M149424 PROJECT NAME: WHITE CITY PARK PROJECT LOCATION: FORT PIERCE, FL BUILDING TYPE: SSH 12X12 ROOF TYPE: MULTI -RIB BUILDING NUMBER: 12368 DRAWING LIST: SHEET NUMBER DRAWING DESCRIPTION CS COVER SHEET 1 ARCHITECTURAL ELEVATIONS 2-2.1 ANCHOR AND FOOTING LAYOUT / DETAILS 3 STRUCTURAL FRAMING PLAN 4-4.1 FRAME CONNECTION DETAILS 5-5.1 IROOF LAYOUT 6-6.1 ROOF CONNECTION DETAILS MANUFACTURER NOTES: MATERIALS: DESCRIPTION TUBE STEEL SCHEDULE PIPE RMT PIPE LIGHT GAGE COLD FORMED STRUCTURAL STEEL PLATE ROOF PANELS (STEEL) ANCHOR BOLTS ASTM DESIGNATION MOO (GRADE B) A53 (GRADE B) A519 Al 003 (GRADE 50) A36 A653 SEE SHEET 2.1 4 DESIGN CRITERIA: GENERAL: 2014 FLORIDA BUILDING CODE RISK CATEGORY: II DEAD LOAD: ROOF DEAD LOAD: 2 PSF FRAME DEAD LOAD: SELF WEIGHT LIVE LOAD: ROOF LIVE LOAD: 20 PSF SNOW DESIGN DATA: GROUND SNOW LOAD (P9): 0 PSF FLAT ROOF SNOW LOAD (Pil): 0 PSF SNOW EXPOSURE FACTOR (Ce): 1.0 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1.2 WIND DESIGN DATA: BASIC WIND SPEED (V): 165 MPH GUST EFFECT FACTOR (G): 0.85 INTERNAL PRESSURE COEFFICIENT (GCpi): 0 WIND EXPOSURE: C SEISMIC DESIGN DATA: SCANNED STEEL SYSTEMS NT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE BY SEISMIC IMPORTANCE FACTOR (le): 1.0 St. Lucie SEISMIC DESIGN CATEGORY: C Countv SEISMIC SITE CLASS: D SEE CALCULATIONS FOR ADDITIONAL DATA ADDITIONAL CRITERIA: NONE D OTHERWISE, THIS STRUCTURE WAS DESIGNED TO ONLY SUPPORT WHAT THESE DRAWINGS. POLIGON MUST BE CONTACTED IF ANYTHING ELSE IS TO TO THIS STRUCTURE (WALLS, COLUMN WRAPS, RAILINGS, ETC.) SO THE IIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED. UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED ASSUMING A 20, 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 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. ALL WELDING IS PERFORMED BY AMERICAN WELDING SOCIETY CERTIFIED WELDERS AND CONFORMS TO THE LATEST EDITION OF AWS.DJAOR D1.3 AS REQUIRED. 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 PRIMARY FRAME INSTALLER AND THE ROOF INSTALLER HAVE A MINIMUM FIVE (5) YEARS DOCUMENTED EXPERIENCE INSTALLING THIS TYPE OF PRODUCT. FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT ELECTRIC WIRING, IF REQUIRED, BE RUN THROUGH THE STRUCTURAL MEMBERS BEFORE THE BUILDING IS ERECTED. THIrH PLANS AN0 ALL PROPOSE WORK ARE SUBJECT TO ANY COMECTIONS RE©UIREb BY FIELD NSPBC70MS TI AT MAY BE NECMSAIINY IN ONM TO COWLY WITH ALL APPLICABLE CODES. FABRICATOR APPROVALS: CITY OF PHOENIX, AZ APPROVED FABRICATOR #C08-2010 CITY OF LOS ANGELES, CA APPROVED FABRICATOR #1596 CITY OF RIVERSIDE, CA APPROVED FABRICATOR #SP06-0033 CITY OF HOUSTON, TX APPROVED FABRICATOR #470 CLARK COUNTY, NV APPROVED FABRICATOR #264 STATE OF UTAH APPROVED FABRICATOR 02008-14 CERTIFICATES: MIAMI-DADE COUNTY CERTIFICATE OF COMPETENCY NO. 13-0813.16 PCI (POWDER COATING INSTITUTE) 4000 CERTIFIED ST. LUCIE COUNTY BUILDING DIVISION q CD 711 wm N h X N � m GO ti c co ON w :VIEW Di ITE PLS AND PEFpj IT MUSTKEPTONJOB OR NO INSPTION WILL BE MADE Christopher M. Evans (616) 399-1963 4240 N. 136th Avenue Holland, MI 49424 Fla. License No. 70957 J LL ui .��CEAIgF•�giy�aa r � _ 0v�e�Q V F y a No 70957 .. LU etr ;gym m LU > a SHEET CS SEALAPPUES ONLY TO ON DESIGN IF APPDLABLE) DRAWINGS. T 12'-1 3/16" SQ. REF. 7' c b" (ASSUMED AT CONSTANT ELEVATION UNLESS OTHERWISE NOTED) 19 (AJJUMCU AI I'UIVdIAIV ELEVATION UNLESS OTHERWISE NOTED) 'sue `��7 Christopher M. Evans (616)399-1963 4240 N.136th Avenue Holland, MI 49424 Fla. License No. 70957 ZO J LL 0 Lu W LLJ U J W Q � �app0gBB0EG1/ga'a't CL ZD 0 o U ti A 1 •° V- A NO 70951 w I}r •* _¢ _ e e 3 `A STATE � o < A\ reit TIESEOMWINGSP SEAIED.THE SEALAPPLIEB ONLY TO DING COMPONENTS (AND FOUNDATION DESIGN IF APPLICABLE) DETAILED WITHIN THESE DRAWINGS. ANCHOR AND FOOTING LAYOUT NOTES: 1. ANCHORS MUST BE CENTERED IN FOOTINGS 2. FOOTINGS MUST BE TURNED TO ALIGN WITH COLUMN AND TRUSS CENTERLINE. RUE' CORY Do d Q N m 3r. w < o I N h o NN W 1 � d N < � J o zN o Christopher M. Evans (616)399-1963 4240 N. 136th Avenue O Holland, MI 49424 -- -- - - - - Fla. License No. 70957 U LL Z H O Lu U O S�OPHER ...... ��i �� Q•: �CENS'•:L '%� U 0 O 0 No 70957 . U ' F e THESE PLANS AND ALL PROPOWD WORK a < ARE SUBJECT TO ANY CORRECTIONS o':• STATE � o REQUIRED BY PIELD RJSPECIONS THAT �'"a�t<` '~� fAAY BE NECPSSA11Y IN QPZ R TO Ai 0 A "'2 SHEET � COMPLY WITH ALL APPLICABLE CODES. 2 IF THESE DRANANGS ARE SEAIED,THE SEALAPPUES ONLY TO BUILDING CDMPONENTS (AND FOUNDATION DESIGN IFAPPUCADLE) DETWLED NATHIN THESE DRAWINGS. FOUNDATION NOTES: 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE BUILDING CODE, AMERICAN CONCRETE INSTITUTE, AND ALL APPLICABLE STATE AND LOCAL ORDINANCES AND REQUIREMENTS. 2. THE CONCRETE DESIGN IS BASED ON THE FOLLOWING PROPERTIES: • 28 DAY STRENGTH OF 3000 PSI. • SLUMP OF 4" (+1-1"). 3. THE FOOTING SHALL BEAR ON COMPETENT UNDISTURBED SOIL OR 95% COMPACTED FILL. IF SIGNS OF ORGANIC MATERIAL, UNCONTROLLED FILL, CLAY OR SILT, HIGH WATER TABLE OR; OTHER POSSIBLE DETRIMENTAL CONDITIONS ARE FOUND; INSTALLATION OF THE FOUNDATION MUST BE DISCONTINUED AND A SOILS ENGINEER CONTACTED. .4. THE REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60. 5. IF FOOTING DEPTHS SHOWN DO NOT MEET LOCAL FROST REQUIREMENTS, USE THE DRILLED PIER FOOTING OPTION AND EXTEND AS REQUIRED. EXTEND VERTICAL BARS AS REQUIRED AND PROVIDE ADDITIONAL TIES TO MEET SPACING REQUIREMENTS AS SHOWN. IF LOCAL FROST DEPTH REQUIREMENTS ARE NOT MET AND NO DRILLED PIER FOOTING OPTION IS GIVEN, CONTACT POLIGON ENGINEERING. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCAL FROST LINE DEPTH BELOW GRADE PRIOR TO CONSTRUCTION. BUT BASED ON THE PRESUMPTIVE ALLOWABLE FOUNDATION RES IN CHAPTER 18 OF THE BUILDING CODE (CLASS 5 SOIL). THE 3 OFFICIAL IN THE JURISDICTION IN WHICH THIS STRUCTURE IS D MAY REQUIRE A SITE SPECIFIC GEOTECHNICAL REPORT OR FROM A QUALIFIED LOCAL PROFESSIONAL ENGINEER ATTESTING THEIR THE ACTUAL SITE CONDITIONS MEET THE ASSUMPTIONS DRILLED PIER FOOTING OPTION 2. ANCHOR BOLTS SHALL HE 2. ANCHOR BOLTS SHALL BE EITHER "HEADED" OR "THREADED WITH NUT" AS DEFINED IN THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION MANUAL (PART 14), 13th EDITION. 3. HOOKED ANCHOR BOLTS ARE NOT ACCEPTABLE. 4. ACCURATE ANCHOR BOLT PLACEMENT IS CRITICAL. TO ENSURE THE ANCHOR BOLT LAYOUT MEETS THE DIMENSIONS REQUIRED ON THE DRAWINGS, SURVEY (OR MEASURE) THE LOCATION OF ALL ANCHOR BOLTS PRIOR TO POURING THE FOOTINGS. AN ADDITIONAL SURVEY (OR MEASUREMENT) SHOULD BE MADE AFTER THE FOOTINGS ARE POURED TO CONFIRM THE ANCHOR BOLTS DID NOT SHIFT DURING THE CONCRETE POUR. 5. POLIGON STRONGLY RECOMMENDS USING ANCHOR BOLT TEMPLATES BECAUSE THEY SIGNIFICANTLY IMPROVE THE ACCURACY OF ANCHOR BOLT PLACEMENT. 6. IF OUTSIDE CONSULTING CALCULATIONS FOR MINIMUM ICONCRETE PROPERTIES (COMPRESSIVE STRENGTH, EDGE DISTANCE, ETC.) NEERS ARE DESIGNING THE FOUNDATIONS FOR THIS STRUCTURE, THEY MUST REFER TO ON REQUIRED OR THE ANCHOR BOLT DESIGN. 7. ELECTRICAL ACCESS HOLE IS ALWAYS LOCATED IN THE COLUMN BASE PLATE AS SHOWN. 8. GROUT UNDER BASEPLATES SHALL BE NON-METALLIC, NON -SHRINK GROUT WITH MINIMUM fc=6500 PSI. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRBD BY FIELD INSPECTORS THAT MAY BE NECMANY IN Di4M TO COMPLY WITH ALL APPLICABLE CODES. FOOTING DESIGN BY POLIGON FOOTING MATERIALS BY OTHERS. i _--�--646 VERTICAL BARS (EQUALLY SPACED) #4TIES HORIZONTAL @ 12" O.C. w/2 TIES IN THE TOP 5" (QUANTITYREINFORCING . 3"CLR SHOWN NINDRAWINGS MAY NOT REFLECT REQUIREMENTS) Z-T DIA. MIN. - SQUARE FOOTING OPTION FOOTING DESIGN BY POLIGON FOOTING MATERIALS BY OTHERS. COLUMN L( 3" CUR CENTER OF 1'-6' MIN. I 3" CLR 3" CUR 'IJI 5-0" MIN. FOOTING TYP. @ EACH COLUMN BARS EACH WAY, TOP & BOTTOM (QUANTITY OF REINFORCING SHOWN IN DRAWINGS MAY NOT REFLECT REQUIREMENTS) 01 1 /8" THRU ELECTRICAL ACCESS HOLE 4" TYP. IV 8" SQ. TYP. `FOLLOWING EPDXY ANCHORS MAY BE SUBSTITUTED THE CAST IN PLACE ANCHOR BOLT: -HILTI HIT-HY 200 ADHESIVE w/ 03/4" HAS B7 ROD WITH A MINIMUM I V EMBEDMENT. )TRACTOR SHALL FOLLOW ALL INSTALLATION -IFICATIONS AND REQUIREMENTS OF ANCHOR OPTIONAL CONCRETE SLAB TO CONCEAL BOLTS (DESIGN AND MATERIALS BY OTHERS) m 0 4X 01"THRU ANCHOR BOLT HOLE 2 ANCHOR BOLT PATTERN 2 BASE PLATE THICKNESS: 1/2" FINISH GRADE (ASSUMED AT CONSTANT ELEVATION j2) 3/4" NUT UNLESS OTHERWISE -NOTED)- - ` - --- - - 2fI)I -3/4"WASHER - - - (4 PLACES 6 " NON -SHRINK GROUT ASSUMED UNDER BASE PLATE CONSTANT � - _ -a • e . (1 1/2" MAX.) .a a —TOP OF FOOTING 8. 11" MIN. EMBEDMENT -0 •".{ . INTO CONCRETE FOOTING 03/4" x 16" LONG :• :- - ANCHORBOLT (4) PLACES 1 ANCHOR BOLT DETAIL 1 Christopher M. Evans (616)399-1963 4240 N.136th Avenue Holland, MI 49424 Fla. License No. 70957 6iB1A®AF1/! %v,Q:,`\CENSF °Ggli�. v No 70957 c w n iH w ti w p d Z O �O 2 U Z ¢ STATE w 0 0 SHeEr 2.1 E c 0 C P 0 f, �aa °30 K-100 4 6 3 w T-100 SHEET 4 3 a s SHEET 4 ® u �a z: 2i _6^v moo }�u C uid P-100 SHEET 4.1 2 I� a u LA I 7 E-10000 1 SHEET 4.1 ¢ co z w m a � � ffi N 5 0 • N 2 h cco h ap oN z 0 O WEE, 0 rq%yQ 9 b�a ILL 0 1D-7 1 /1� O = O 7-6" UNDER EAVE BEAM THESE PUNS AND ALL PROPOSED WORK Christopher 6M. Evans ARE SUBJECT TO ANY CORRECTIONS63 4240 N. 136th Avenue _ _REQUIRED BY-PIELD-INSPSMORS THAT Holland, MI 49424 < Y BE NECMAXY IN Oi4 M TO Fla. License No. 70957 COMPLWITH-ALL-APPLICABLE CODES. - LL z Y FINISH GRADE 6" FINISH GRADE °�o�e�e��Qo w W 6" (ASSUMED AT CONSTANT (ASSUMED AT CONSTANT °°°0 HER �B��I ¢ E ELEVATION UNLESS ELEVATION UNLESS e°° (b .. �%e ¢ OTHERWISE NOTED) OTHERWISE NOTED) ee�.rQ\�\GENSE O e m V° NO 70957 °•'� w w U 7 4 - LC PURLIN HSS4X4X1/2 6 4 - LC PURLIN HSS4X4X1/2 ' 5 2 - EAVE BEAM ASM HSS5X3X1 /8 7 ° STATE 4 1 - C-TUBE ASM HSS5X5X1/2 ee 0 a o,F•.,<o 1•• 3 4 - TRUSS ASM HSS6X4X1 /8 ®,,�5°S°e�a , �o �� d SHES 2 2 - SPRT EAVE BEAM ASM HSS5X3X1/4 HEGE DRAW NGG ARES D,h EGEALAPP �ONIY 0 . 1 2 - COLUMN ASM HSS5X5X3/16 3 ITEM FRAME/QTY. PART NO. DESCRIPTION MATERIAL BUI DING GDMPDEA ED MiH N 1HDSE DRAW NGSIFAPPUCABLE) SUPPORT EAVE 21/2"X2 GUSSET I re] lll,Nl 2 wel a l 21 xil I 10P RI I" PLATE 1 /2" FLG. PLT. )LT, HEX 1-Bx2-1/2 EACH CONNECTION K-100 THESE PLANS AND ALL PROP0660 WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELD INSPEC111DRS THAT MAY BE NEOMAAY IN OAR TO COMPLY WITH ALL APPLICABLE CODES. NOTE: COVER PLATE (1M1019269) ATTACHED WITH POP RIVFTc (1P2903) (1) PER CLE AT BOTTOM OF CON BOLT, (2) PLf COMPRESSION MEMBER CONNECTION -ATE CONNECTION NOTES: 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 5/9' 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. INSPECTION REQUIREMENTS -SHOULD -BE -VERIFIED PRIOR -TO STEEL - ERECTION. 3. ERECTION OF THE FRAMING MEMBERS WILL REQUIRE THE MAIN COLUMNS TO BE PLUMB SQUARE AND TIGHTENED TO THE TRUSSES AND TENSION MEMBERS BEFORE INSTALLING THE PURLINS. PURLINS, IF REQUIRED, MUST BE PARALLEL TO THE EAVE BEAMS AND TENSION MEMBERS. 4. TOUCH-UP PAINT MUST BE APPLIED TO ALL EXPOSED BOLTS & NUTS. . PERIODIC TOUCH-UP AT THESE BOLTED CONNECTIONS IS REQUIRED. 5. UNLESS THE BUILDING HAS A FACTORY APPLIED POWDERCOAT, E-COAT OR GALVANIZING, THE FRAME WILL BE PRIME PAINTED AND WILL BE REQUIRED TO BE FINISH PAINTED IN THE FIELD WITH ALL PAINT, MATERIALS AND LABOR NOT BY POLIGON (PORTERCORP). REFER TO FINAL SALES ORDER. 6. PRIOR TO THE ERECTION OF SHELTER COMPONENTS, IT IS RECOMMENDED TO CHASE AND TAP STRUCTURAL HARDWARE. EVEN THOUGH POLIGON MAKES EVERY EFFORT TO PROTECT THE HARDWARE DURING THE PROCESS OF PRODUCTION, FINISH, AND SHIPPING, THE ON -SITE CHASING AND TAPPING OF THREADS IS ALWAYS GOOD POLICY. 7. TO PREVENT RUST STAINING OF FINISH, ALL METAL SHAVINGS MUST BE REMOVED AFTER INSTALLATION. ENSURE NO SHAVING ARE TRAPPED BETWEEN MEMBER SURFACES. TURN -OF -NUT PRETI` . •+DNING METHOD: THESE STEPS ILLUSTRATE THE a REQUIREMENTS OUTLINED IN THE AISC d SPECIFICATION. THE ROTATION a INDICATED IS ACCURATE FOR MOST o BOLT DIAMETERS AND LENGTHS BUT IT IS .o THE RESPONSIBILITY OF THE INSTALLER _ TO MEET AISC REQUIREMENTS. STEP ONE: U ui AFTER SNUG TIGHT, o i MATCH MARK PLATE O sag tea' uo$ °ua° N ov, STEP TWO: THEN TURN BOLT/NUT PAST SNUG TIGHT 1 /3 TURN x `u 120.00°30. cv i � m 3 � o N T-100 E; N �O N �(JV p z N Fo jjam' ,]+ C-�y 9 0 r%[II3{81] FU p z F Christopher M. Evans (616)399-1963 4240 N.136th Avenue Holland, MI 49424 Fla. License No. 70957 Q Z O - °j°°i u U w I- U e���O�OPHERT �%% N •E F�°4 •NSF' > ~ Z O •��O •• s '� 0 U 0ev3e.� No 70957 •`P U..� w w Q 0 �'. STATE w If _ �r •,0 ��0� 19 a •a a.. A ~J SHEEr (6) 1/4-14x1 1 ONE STEP SCRE (1 M 100841 EACH CONNECTIC EAVE PAINT B (2) PLC: V, I,Y . ". I LI. PURLIN CONNECTION EAVE BEAM CONNECTION P-100 VE BEAM 3OLT, HEX 3/4-1 Ox 1-3/4 :S EACH CONNECTION PLATE /4" FLG. PLT. E-100 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY COWECTIONS RE©UIRI_'D BY PIELD NSPECYORS THAT MAY BE NEC119SARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Christopher M. Evans (616)399-1963 4240 N.136th Avenue Holland, MI 49424 Fla. License No. 70957 q+yllll Al BA S��pHER M'�e�4 �r��C E N ` No 70957 '•� y fr STATE ZF1 Wl� 00 10 4 N m w � N h o N N h 10 N ON o z f 0 0 m U I N � O <N N p \ . THtSE PLANS AND ALL PROPOSGD WORTS � N ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELD INSP6cMMS THAT GRAY BE NECftsA2y III OFIDWI TO COMPLY WITH ALL APPLICABLE CODES. w J. N W h WT � �� W031 I� � � ��% a--. � .^ 70v Christopher M. Evans (616)399-1963 4240 N. 136th Avenue Holland, MI 49424 Fla. License No. 70957 J LL O o NO 70957 • cP U .. w w � - < �Q:• STATE 0 •(die u�• c 0 d \` SHEET o1,1018 EZ®• 11 y�Q 5 FEH SEDRAWWOS 5 D.THESEALAPPLES ONL TO 00 N m o: CN lV N N I Z-0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECMRS THAT MAY BE NEC ARY IN OHM TO COMPLY WITH ALL APPLICABLE CODES. 12 MULTI -RIB NOTES: a e — O a THE DETAILS SHOWN ARE SUGGESTIONS OR GUIDELINES ON a O HOW TO ERECT THE SYSTEMS. THE INFORMATION SHOWN IS ""—o 0 F ACCURATE, BUT IT IS NOT INTENDED TO COVER ALL INSTANCES, :Z C BUILDING REQUIREMENTS, DESIGNS OR CODES. THE DETAILS 3 MAY REQUIRE CHANGES OR REVISIONS DUE TO FIELD a CONDITIONS. , a IT SHALL BE THE RESPONSIBILITY OF THE ERECTOR TO ENSURE o THAT THE DETAILS MEET PARTICULAR BUILDING REQUIREMENTS o AND TO ASSURE ADEQUATE WATER TIGHTNESS. s< THE ERECTOR SHOULD THOROUGHLY FAMILIARIZE o HIMSELF/HERSELF WITH ALL ERECTION INSTRUCTIONS BEFORE STARTING WORK. Uv THE PANELS SHOULD BE INSTALLED PLUMB, STRAIGHT, AND ACCURATELY TO THE ADJACENT WORK. o N- .. FLASHING AND TRIM SHALL BE INSTALLED TRUE, AND IN PROPER ALIGNMENT, WITH ANY EXPOSED FASTENERS EQUALLY SPACED FOR THE BEST APPEARANCE. SEALANT SHALL BE FIELD APPLIED ON DRY, CLEAN SURFACES SOME FIELD CUTTING AND FITTING OF PANELS AND FLASHING IS 00 TO BE EXPECTED BY THE ERECTOR AND MINOR FIELD ° Cl) CORRECTIONS ARE A PART OF NORMAL ERECTION WORK. ¢ WORKMANSHIP SHALL BE OF THE BEST INDUSTRY STANDARDS d m AND INSTALLATION SHALL BE PERFORMED BY EXPERIENCED METAL CRAFTSMEN. o N METAL SHAVINGS FROM DRILLING OR INSTALLATION OF ROOF N x FASTENERS MUST BE CAREFULLY REMOVED FROM THE ROOF BY I `~ BRUSHING OR SWEEPING AT THE END OF EACH DAY DURING �2 _ INSTALLATION. SHAVINGS LEFT ON THE ROOF WILL QUICKLY 1 N RUST AND STAIN THE ROOF FINISH. o `° ON Christopher M. Evans (616) 399-1963 4240 N. 136th Avenue Holland , MI 49424 Fla. License No. 70957 R ESSION TUBEe•C�G-N .4HF S < �.,,Q o 2 m No 70957 '� w xr SHEET 5.1 0 , . I # 12-14 X 3/4' DRILLING S( EAC # 12-14 X 1-1 /4" DRILLING SC EACH SIDE C MULTI RIB PANEL EXPANDING FOAM (TRIM FOAM SE. FIT BETWEEN F CANNOTE OVER RIB AT #12-14X3/4'SE DRILLING SCRI EACH J-CHANNEI (INSTALL WITH 1/2 GAP FROM MR PANEL) (4) PART DESCRIPTIONS: a c o5 -0 a # 12-14x3/4 "SELF DRILLING SCREW. a0 � F"I z a 3 py e ME T py #12-14x11/4"SELF DRILLING J O Q SCREW. G; k0o hod D�V 1 /S" POP RIVET. d o h 0 LTI RIB PANEL m m �^ a U NOTE: TRUSS DETAIL #12-14 X 3/4" SELF DRILLING SCREW Ln liI I JIUL v1 IUu IX l LIN I L1\LU IIIV31 /i LL VV I I t1 I /L GAP FROM MR PANEL) EAVE DETAIL ALL MATERIALS ARE CALLED °J OUT ON SHEETS 5.1. Q N z m N N h MR-300 HESE PLANS AND ALL PROPOSED WORK w�OD ARE SUBJECT TO ANY CORRECTIONSz co o REQUIRED BY FIELD INSPECTORS THAT z go z— MAY BE NECIENANY IN OMM TO COMPLY WITH ALL APPLICABLE CODES. Christopher M. Evans (616) 399-1963 4240 N.136th Avenue Holland, MI 49424 J Fla. License No. 70957 Q w J Q U Z u1 O < w w ae�\C�&VAER��i } CL Z z G;' 2 . wo �VEBEAM No 70957 •'�' 1== O *� �U O STATE OF ° ! o ',I �s •< .. 1Q�•V\ 5 \ SHEET o s�,,0s6OeNo. �L oaOVa /Lp MR-104 FTHESEDR WINGSA E E ED. ESEPLq PUESONLYTO 6 BUILDING COMPONENTS (AN Ou FlIIONDESIGNIFR PULABLE) DETNLED ESEDR WINGS. J-CHANNEL TRIM POP RI' (9) PER COR J-CHP t3l #12-14 X 3/4" SELF DRILLING SCREW EACH COR MULTI RIB PANEL CORNER DETAIL ROOF PEAK DETAIL (FIELD CUT AND FOLD TAB UNDER ADJACENT PIECE) --CHANNELTRIM MR-900 MR-800 s. DO PLANS AND ALL PROPOSED WORK m o SUBJECT TO ANY CORRECTIONS N IRED BY FIELD INSPECIORS THAT � r BE NEC>WANY IN OMM To _ LY WITH ALL APPLICABLE CODES. <� Christopher M. Evans (616)399-1963 4240 N.136th Avenue j Holland, MI 49424 Q Fla. License No. 70957 J LL Z Lu O � Lu Z `eveOPHERI S O e N0 70957 �(p % O ','a�: STATE 'u ¢ � o /'� o o SHEET 6.1 IF THESE DRAWINGS ARE SE4 O, ThiE SEALAPPLIES ONLY TO UILOING COMPONENTS (AND FOUNDATION DESIGN IF APPIICABLE) OETA SIDWITHIN THESE DRAWINGS. • i U_J . t. ' •�` m ' :� ..- r - '..- .. l:% � fig Ai 1 '7 ,�1 r; �� _ .� �.. i :x= 4a 9.L _ L C��?. `<< IJ � �{ - i. �� �•: �- 2; ,_ ,; c: