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HomeMy WebLinkAboutPLANS9 A Oivisicn of PORTERCORP 4240 N. 136th AVE HOLLAND, MI 49424 (616)3994963 Designs and caloulations of Poligon buildings are protected under mpyNghl laws and patents and may not be used in Me construction or design of a building that Is not supplied by Poligon. Copyright laws protect Me style and visual appearance of the structure while patents may Protect other pads of Me design. PATENTED ANDIOR PATENTS PENDING COPYRIGHT 2014 PORTERCORP HOLLPND, MI 49424 PROJECT NAME: PEPPER PARK BUILDING TYPE: SSH 12X12 ROOF TYPE: MULTI -RIB BUILDING NUMBER: 12369 DRAWING LIST: SHEET NUMBER DRAWING DESCRIPTION CS COVER SHEEP 1 ARCHITECTURAL ELEVATIONS 2-2.1 ANCHOR AND FOOTING LAYOUT / DETAILS 3 STRUCTURAL FRAMING PLAN 4-4.1 FRAME CONNECTION DETAILS 5-5.1 ROOF LAYOUT 6-6.1 IROOF CONNECTION DETAILS 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 (Pg): 0 PSF FLAT ROOF SNOW LOAD (PO: 0 PSF SNOW EXPOSURE FACTOR (CEI 1.0 SNOW LOAD IMPORTANCE FACTOR (Is): 1.0 THERMAL FACTOR (Ct): 1.2 IND DESIGN FIL E%'COPY W BASIC W NDDSPEED (V): 165 MPH GUST EFFECT FACTOR (G): 0.85 INTERNAL PRESSURE COEFFICIENT (GCpi): 0 WIND EXPOSURE: C V a MANUFACTURER NOTES: SEISMIC DESIGN DATA: STEEL SYSTEMS NOT SPECIFICALLY DETAILED 10 MATERIALS: FOR SEISMIC RESISTANCESCANNED ¢ N SEISMIC IMPORTANCE FACTOR (le): 1.0 DESCRIPTION ASTM DESIGNATION BY SEISMIC DESIGN CATEGORY: C m TUBE STEEL A500 (GRADE B) StSEISMIC SITE CLASS: D . Lucie County i SCHEDULE PIPE A53 (GRADE B) SEE CALCULATIONS FOR ADDITIONAL DATA a RMT PIPE A519 a LIGHT GAGE COLD FORMED A1003 (GRADE 50) ADDITIONAL CRITERIA: STRUCTURAL STEEL PLATE A36 NONE ROOF PANELS (STEEL) A653 N N ANCHOR BOLTS SEE SHEET 2.1 GENERAL NOTES: 13T LUCIR CCU y"' 10 N UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED TO ONLY SUPPORT WHAT 13UILQINCI DIVI g ° CO °zN IS SHOWN ON THESE DRAWINGS. POLGON MUST BE CONTACTED IF ANYTHING ELSE IS TO ION o 8E ATTACHED TO THIS STRUCTURE (WALLS, COLUMN WRAPS, RAILINGS, ETC.) SO THE REVIEWED o i E DESIGN OF THIS STRUCTURE CAN BE REVIEWED AND POSSIBLY REVISED. FOR COMPLIANC 9 0 REVIEW B U m U UNLESS NOTED OTHERWISE, THIS STRUCTURE WAS DESIGNED ASSUMING A 20' DATE — 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 S AND PERMIT EXIST, POLIGON MUST BE CONTACTED SO THE DESIGN OF THIS STRUCTURE CAN BE MUST BE KEPT ON JOB R REVIEWED AND POSSIBLY REVISED. NO INSPECTION WILL BE MADE STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE Christopher M. Evans WITH THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) (616 ) 399-1963 SPECIFICATION MANUAL. 4240 N.136th Avenue ALL WELDING IS PERFORMED BY AMERICAN WELDING SOCIETY CERTIFIED WELDERS AND Holland, MI 49424 CONFORMS TO THE LATEST EDITION OF AWS D1..10R,D.1.3AS_REQUIRED. Fla. License No. 70957 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. - L� FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT THE I_J PRIMARY ME INSTALLER AND THE INSTALLER HAVE A INIMUM FIVE (5) YEARS w DOCUMENTED EXPER EXPERIENCE INSTALLING TOF HIS TYPE OF PRODUCT. oe`,ee PH�R�speBBB,, M '� w FOR PROPER FIELD INSTALLATION OF THE BUILDING IT IS RECOMMENDED THAT * F ,e Q� : '�G E NS'•.,�.9 1 Rz Q _ `�� ° ELECTRIC WIRING, IF REQUIRED, BE RUN THROUGH THE STRUCTURAL MEMBERS BEFORE -- F .� ' s < N THE BUILDING IS ERECTED. m V:• NO 70957 ': P THEE PLANS AND ALL -LU � w .PROPOSbDWORK FABRICATOR APPROVALS: a — FABRICATOR ARE SUBJECT TO ANY CORRECTIONS = 0- a O CITY OF PHOENIX, AZ APPROVED #C08-2010 -_ O CITY OF LOS ANGELES, CA APPROVED FABRICATOR #1596 REQUIRED BY FIELD INSPfiCI'OHS THAT , / -V EL � CITY OF RIVERSIDE, CA APPROVED FABRICATOR #SP06-0033 0�' STATE OF .• w CITY OF HOUSTON, TX APPROVED FABRICATOR #470 MAY BE NECMA2Y Ill O TO .0 .° CLARK COUNTY, NV APPROVED FABRICATOR #264 0�°°'ri O n ,�. STATE OF UTAH APPROVED FABRICATOR 02008-14 COMPLY WITH ALL APPLICABLE CODES, oo S . . ,®OS/0+ SHEET CERTIFICATES: AI a MIAMI-DADE COUNTY CERTIFICATE OF COMPETENCY NO. 13-0813.16 PCI (POWDER COATING INSTITUTE) 4000 CERTIFIED �� IF THESE DRAVNNGS ARE SEALED. THE N DESIGN IF A ONLY TO e01LDING COMPONENTS "'—'9 DESIGN IF APPMCABLE� TIIESEON 1 OETAILE (THESE DRAWINGS_ 6" J 12'-1 3/16" SQ. REF. (ASSUMED AT CONSTANT ELEVATION UNLESS OTHERWISE NOTED) N IAJJWtU A I I.UNJ I AN I ELEVATION UNLESS OTHERWISE NOTED) THESE PLANS AND ALL PROPOSSO WORK ARE SUBJECT TO ANY CORAECTIOPdS RE©UIRM BY FIELD INSPSCMRS THAT - -MAY BE NECBWA2Y IN ORM TO 3PLICABLE CODES. Christopher M. Evans (616)399-1963 4240 N.136th Avenue Holland, MI 49424 Fla. License No. 70957 p4G e No 70957 °•� STA E a t z O t= Q J Lu LL W LLI J U W 02 J W K LL ~ U O W LL U SHEF 1 RP ANCHOR AND FOOTING LAYOUT NOTES: 1. ANCHORS MUST BE CENTERED IN FOOTINGS 2. FOOTINGS MUST BE TURNED TO ALIGN WITH COLUMN AND TRUSS CENTERLINE. THESE PLANS AND ALL PROPOSSD WORK ¢ 01 10 N ARE SUBJECT TO ANY CORRECTIONS m m REQUIRED BY FIELD INSPEC FIS THAT UAY BE MCMMY IN ORM TO N COMPLY WITH ALL APPLICABLE CODES. o Christopher M. Evans (616) 399-1963 4240 N.136th Avenue Holland, MI 49424 Fla. License No. 70957 cae�ayaaaaaPPgP®PP \\® �gVAER 4 ®s, w\\;G' �. No 70957 °''p Z ®� O: STATE q �/ tl'40 Qs \ O r J J Z LG O U O w I z cz — Q Q af 0� IL 0 O d- U LU LUU SHEET 2 N 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"). 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. ES IN CHAPTER 18 OF THE BUILDING CODE (CLASS 5 SOIL). THE OFFICIAL IN THE JURISDICTION IN WHICH THIS STRUCTURE IS MAY REQUIRE A SITE SPECIFIC GEOTECHNICAL REPORT OR ROM A QUALIFIED LOCAL PROFESSIONAL ENGINEER ATTESTING 1ER THE ACTUAL SITE CONDITIONS MEET THE ASSUMPTIONS D ABOVE. DRILLED PIER FOOTING OPTION COLUMN LOCATED AT CENTER OF FOUNDATION FOOTING TYP. Q EACH COLUMN I. 11VV. v,♦ ,IJ -.--- __........ . .--.,.-.-.----,......-.--- . ---- - 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 PROPENEERS ARE RTIES (COMPRESSIVE STRENGTH, EDGE DISTNG THE FOUNDATIONS FOR THIS RANCEE Y MUST REFER TO ON ETC.) REQUIRED OR THE ANCHOR BOLT DESIGN. 7. ELECTRICAL ACCESS HOLE IS ALWAYS LOCATED IN THE COLUMN BASE PLATE AS SHOWN. B. GROUT UNDER BASEPLATES SHALL BE NON-METALLIC, NON -SHRINK GROUT WITH MINIMUM fc=6500 PSI. THESE PLANS AND ALL PROPOSM WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD NSPECTORS THAT IdAY BE NEC"SANY IN OIRM TO COMPLY WITH ALL APPLICABLE CODES. FOOTING DESIGN BY POLIGON FOOTING MATERIALS BY OTHERS. 01 1 /8" THRU ELECTRICAL ACCESS HOLE NO 17" 6" SQ. TYP. i I 6 646 VERTICAL BARS (EQUALLY HE FOLLOWING EPDXY ANCHORS MAY BE SUBSTITUTED SPACED) OR THE CAST IN PLACE ANCHOR BOLT: #4 TIES HORIZONTAL ® 12" O.C. -HILTI Hr-HY 200 ADHESIVE w/ 03/4" HAS w/2 TIES IN THE TOP 5' B7 ROD WITH A MINIMUM 11" EMBEDMENT. (QUANTITY OF REINFORCING ONTRACTOR SHALL FOLLOW ALL INSTALLATION .— 3" CLR SHOWN INDRAWINGS MAY NOT PECIFICATIONS AND REQUIREMENTS OF ANCHOR REFLECT REQUIREMENTS) ANUFACTURER. 2'-0" DIA. MIN. OPTIONAL CONCRETE SLAB TO CONCEAL BOLTS (DESIGN AND MATERIALS BY OTHERS) SQUARE FOOTING OPTION FOOTING DESIGN BY POLIGON FOOTING MATERIALS BY OTHERS. COLUMN LOCATED AT 3" CLR CENTER OF FOUNDATION FOOTING TYP. Q EACH COLUMN F-6" MIN. 446 HORIZONTAL BARS (EQUALLY SPACED) EACH WAY, TOP & BOTTOM (QUANTITY OF REINFORCING SHOWN IN 3" CLR DRAWINGS MAY NOT 3" CLR REFLECT REQUIREMENTS) 5-0" MIN. FINISH GRADE (ASSUMED AT CONSTANT ELEVATION UNLESS OTHERWISE NOTED) - 6' ASSUMED CONSTANT a� 03/4"x16'LONG < ANCHOR BOLT 1 ANCHOR BOLT DETAIL 1 4" TYP. 4X 01"THRU ANCHOR BOLT HOLE \ei all, W111011;mAmij +NON 2 ANCHOR BOLT PATTERN 2 BASE PLATE THICKNESS: I/2" 2 3/4" NUT 2 3/4" WASHER 4 PLACES NON -SHRINK GROUT UNDER BASE PLATE (1 1 /2" MAX.) TOP OF FOOTING 11" MIN. EMBEDMENT INTO CONCRETE FOOTING Christopher M. Evans (616) 399-1963 4240 N. 136th Avenue Holland, MI 49424 Fla. License No. 70957 0�a�a�pNER�44 e` S�.• F(�°1s 4?rQJe �ErvsF•.;g c ; No 70957 •�'`P \ ( 7 SHEET 2.1 6„ FINISH GRADE 6" ELEVA ION UNL SED AT SSTANT OTHERWISE NOTED) 7 4 - LC PURLIN HSS4X4X1/2 6 4 - LC PURLIN HSS4X4X1/2 5 2 - EAVE BEAM ASM HSS5X3X1/8 4 1 - C-TUBE ASM HSS5X5X1/2 3 4 - TRUSS ASM HSS6X4X1/8 2 2 - SPRT EAVE BEAM ASM HSS5X3X1 /4 1 2 - COLUMN ASM HSS5X5X3/16 ITEM I FRAME/QTY. PART, I. DESCRIPTION MATERIAL FINISH GRADE (ASSUMED AT CONSTANT ELEVATION UNLESS OTHERWISE NOTED) THESE PLANS AND ALL PROPOSSD WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPEC70RS THAT 14AY BE NECE3SANY III ORD&I TO COMPLY WITH ALL APPLICABLE CODES, Christopher M. Evans (616) 399-1963 4240 N. 136th Avenue _ Holland, MI 49424 Fla. License No. 70957 °%°°°O�pPHER e -" C E N sF No 70957 'o u sHEIFT 3 Z IL SUPPORT EAVE 21/2"X2 GUSSET COLUMN CONNECTIONS PLATE /2" FLG. PLT. L HEX 1-8x2-1/2 ACH CONNECTION K-100 NOTE: COVER PLATE (1M1019269) ATTACHED WITH POP RIVETS (1P2903) (1) PER CLEAT AT BOTTOM OF CONNECTION BOLT, HEX, 3/4-1 OX2 1 �1/ (2), PLCS EACH CONNECTION TUBE PLATE 'HENILANS AND ALL PROPOSM WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD fNSPEC 6ORS THAT UAY BE NEC!NA'AY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. COMPRESSION MEMBER CONNECTION 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 5/8" 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 1LND INDEPENDENT TESTING. INSPECTION REQUIREMENTS SHOULD BE VERIFIED PRIOR TO STEED 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 EFFORTTO PROTECTTHE 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. T-100 TURN -OF -NUT PRETENSIONING METHOD: THESE STEPS ILLUSTRATE THE a REQUIREMENTS OUTLINED IN THE AISC d SPECIFICATION. THE ROTATION INDICATED IS ACCURATE FOR MOST BOLT DIAMETERS AND LENGTHS BUT IT IS o THE RESPONSIBILITY OF THE INSTALLER TO MEET AISC REQUIREMENTS. STEP ONE: co t u> AFTER SNUG TIGHT, s i MATCH MARK PLATE" O =o =d3 u�a o� ua8 STEP TWO: THEN TURN BOLT/NUT PAST ? w SNUG TIGHT 1 /3 TURN < o�+300 120.00°°-300 M Q N 3 w C� o , N h o N m Christopher M. Evans (616) 399-1963 4240 N.136th Avenue Holland, MI 49424 Fla. License No. 70957 ltlf gg ,o`,\S,`�OpHERnR9 V' NO 70957 tr; vY �:• STATE F J r SHEET 4 (6) 1 /4-14 x 1 1, ONE STEP SCRE (1 M 100841 EACH CONNECTIC EAVE BEAM PAINT BOLT, HE'. (2) PLCS EACH 3/8" PI W/ 1/4 ,URLIN PURLIN CONNECTION I P-100 EAVE BEAM CONNECTION E-100 y J Q rn 10 N THESE PUNS AND ALL PROPOSED WORK 3 ARE SUBJECT TO ANY COliFi6CTI0Pis o ? REQUIRED BY P.IELD NSPECMRS THAT X MAY BE NEMNAAY IN ORM TO N COMPLY WITH ALL APPLICABLE CODES. FILE%`�MPY Christopher M. Evans (616) 399-1963 4240 N.136th Avenue Holland, MI 49424 Fla. License No. 70957 04 H E R 14? s��s G' No 70957 STATE ffi SHEET NLY TO 4.1 E �a 0 a c U _, x P 0 r, a 3 3 � Pv a 3 G 2< of <6e ioe MR-800 SHEET 6.1 QN .. n f U MR-300 m SHEET 6 Q c14 m J THESE PLANS AND ALL PROPOSM �0111( a ARE SUBJECT TO ANY CORRECTIONS N REOUIRBD BY FIELD INSPECrjRS THAT N N MAY BE NECPNAIY IN ORM TO m COMPLY WITH ALL APPLICABLE CODES. �� c N 0 oN w 111ray F Z � O O RUMVY9' U ' U Christopher M. Evans (616) 399-1963 MR-104 4240 N. 136th Avenue Holland, MI 49424 Fla. License No. 70957 _ J _ LL lLl U fz w SHEET 6.1 coo�\S�pP1i�ER/49�air�r 4 w S NS+FF92 ° O 0 V' No 70957 `� ` � ._ w CL< ..0-9 Z� STATE F e o a p k(' SHEET IF THESE DRAWNGS ARES .THE SEAL APPLIES ONLY TO SU '.G COMPONENTS (AND FOUNDATON DESIGN IF APPUCAELE) DETAILED `"°^^,°' THESE DRAWINGS. 12'-0" THESE PLANS AND ALL PROPO$SI) WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRE� BY FIELD INSPECTORS THAT GEAY BE NECMANT IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, r- W, MULTI -RIB NOTES: THE DETAILS SHOWN ARE SUGGESTIONS OR GUIDELINES ON cP HOW TO ERECT THE SYSTEMS. THE INFORMATION SHOWN IS e ACCURATE, BUT IT IS NOT INTENDED TO COVER ALL INSTANCES, o BUILDING REQUIREMENTS, DESIGNS OR CODES. THE DETAILS MAY REQUIRE CHANGES OR REVISIONS DUE TO FIELD CONDITIONS. _ IT SHALL BE THE RESPONSIBILITY OF THE ERECTOR TO ENSURE THAT THE DETAILS MEET PARTICULAR BUILDING REQUIREMENTS d AND TO ASSURE ADEQUATE WATER TIGHTNESS. sa THE ERECTOR SHOULD THOROUGHLY FAMILIARIZEo HIMSELF/HERSELF WITH ALL ERECTION INSTRUCTIONS BEFORE �w STARTING WORK. 3a THE PANELS SHOULD BE INSTALLED PLUMB, STRAIGHT, AND ACCURATELY TO THE ADJACENT WORK. N o ..N .. FLASHING AND TRIM SHALL BE INSTALLED TRUE, AND IN PROPER <N ALIGNMENT, WITH ANY EXPOSED FASTENERS EQUALLY SPACED � FOR THE BEST APPEARANCE. i SEALANT SHALL BE FIELD APPLIED ON DRY, CLEAN SURFACES SOME FIELD CUTTING AND FITTING OF PANELS AND FLASHING IS o TO BE EXPECTED BY THE ERECTOR AND MINOR FIELD CORRECTIONS ARE A PART OF NORMAL ERECTION WORK. WORKMANSHIP SHALL BE OF THE BEST INDUSTRY STANDARDS w m AND INSTALLATION SHALL BE PERFORMED BY EXPERIENCED < ; METAL CRAFTSMEN. ffi N METAL SHAVINGS FROM DRILLING OR INSTALLATION OF ROOF o cxv FASTENERS MUST BE CAREFULLY REMOVED FROM THE ROOF BY BRUSHING OR SWEEPING AT THE END OF EACH DAY DURING INSTALLATION. SHAVINGS LEFT ON THE ROOF WILL QUICKLY m� RUST AND STAIN THE ROOF FINISH. o oN w IL 31 ( * (91� It, l u -.-., 4„., ,. Christopher M. Evans (616)399-1963 4240 N. 136th Avenue Holland , MI 49424 Fla. License No. 70957 ui U �0,9piBBY09CfCB000 W 6�0 �pPHER 411 [ON TUBE a,.`°aQ\c ...... E IV O V • No 70957 •:(p w LL CLQ W Y SHEE UESOMYTO 5.1 # 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 R CANNOTE OVER RIB AT SPLICE CHANNEL # 12-14 X 3/4" SELF DRILLING SCREW EACH RIB J-CHANNEL— (I NSTALL WITH 1 /2' GAP FROM MR PANEL) POP RIVET (8) PLCS (4) TOP & (4) BOTTOM TRUSS DETAIL #12-14 X 3/4' SELF DRILLING SCREW EACH SIDE OF RIB & CENTERED ® -- Y Y - L I #12-14 X 3/4" SELF DRILLING SCREW EACH SIDE OF RIB & CENTERED FAVE DETAIL 1 E PART DESCRIPTIONS: a c v. o a o #12-14x3/4" SELF DRILLING SCREW. 0 j� a m a a, o� F a� #12-14x11/4"SELF DRILLING O a z SCREW. _< �a ` 'de 1 /8" POP RIVET. B am N N <� MULTI RIB PANEL al & U NOTE: ALL MATERIALS ARE CALLED 01 .o OUT ON SHEETS 5.1. Cl) MULTI RIB PANEL J-CHANNEL (INSTALL WITH 1 /2" GAP FROM MR PANEL) MR-300 EAVE BEAM MR-104 'HESE PUNS AND ALL PROPOM WOR ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELD INSPEC'ORS THAT MAY BE NECESBAItY III OpjM TO COMPLY WITH ALL APPLICABLE CODES. Christopher M. Evans (616)399-1963 4240 N. 136th Avenue -Holland, MI 49424 Fla. License No. 70957 o•",e4���O�PC E IV SC' t No 70957 .�`P z} STATE C N J LL z uI O U w w d Z o O LL O Cz SHEEP 6 J-CHANNEL TRI POP (9) PER CC J-CI #12-14 X 3/4" SELF DRILLING SCRFW EACH COR MULTI RIB PANEL CORNER DETAIL r^ F PEAK DETAIL J-LII1 IVIVLL I. NINLN IIXIIVI (FIELD CUT AND FOLD TAB UNDER ADJACENT PIECE) J-CHANNEL TRIM MR-900 ^Fa V P 10 Q co m J m 0 N h N N 'HE.E PLANS AND ALL PROPORM WORK ..� x ARE SUBJECT TO ANY CORRECTIONS < o ON , REQUIRED BY FIELD INSPICIORS THAT F = E MAY BE NECINANY IA ORM TO m U< COMPLY WITH ALL APPLICABLE CODES. Christopher M. Evans (616)399-1963 4240 N.136th Avenue J Holland, MI 49424 Fla. License No. 70957 J LL Z w 0 ,,oae®FIEReD°°°0ja w U w %% Ca . 4*0 Z ¢ 0 �G. J,m 1Vo 70957 a 0 U a s�; • * m 0..w w w �< n °#III f/+y`j / A �\ /L�SHEEr MR-800 IFT ESE DRAIMNGSMESEALED.THESEALAPPUESONLY TO Y. ■ BUILDING COMPONENTS (ANC MON DESIGN IF APPUCMLE( �I DUNMDKI SE DRAIMNGS.