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HomeMy WebLinkAbout4538 SKY DIVE LNPage is too large to OCR. ! b - - - - _ _ z -7 YES WV 6.04 ,o\, J A j O F t� -- ------------------------------------- <w H I 1 AIR TIME AVENUE Z a X ZO o ro; I or ASPWr PAND AGID _MIY U J U w w z Z `\\ / ,m t �=' '`_ s� �h� to ss` SCALE 1' = 40' W s z a o S. 89'41 54" E. 288.00' - - }.. r 10'x10'CONC. i DUMPSTER PAD w/ ' I ! ul OPAQUE ENCLOSURE ' I I I I I 32' L I CONC.WHEELSTOPS RAMP II TYP.ALL SPACES a 1 II x 3 NOTE :TRUCK WELL WALLS TO HAVE ALUMINUM _n ..Y i 8 _D t„� -•—._-- _ „. a,'NE w _............ -- RAILINGS MOUNTED ON THE TOP o { ¢ - I FOR THEIR FULL LENGTH.REFER TO F.D.O.T. _ z I 1 o z SEE NOTE GRASS AREA c INDEX 520 FOR RAILING DETAILS p z _ THIS SHEET r ! I w I I w ¢ 57.67' 35' s ' j ¢a coif 2 8"REINFORCED CONC. 4 i i I N I (7 - TRUCK BLOCK WALL Y WELL a^ e Z 9 a' N r Qa ao -5'GoNc.SI WAL4... 1 I i 106' �ii� I I 3 P. w \—TYPE C INLET I I I ¢ ciir J w/SUMP PUMP $ i ., HI S'LANDSCAPE AREA ca _ w 3 c e �m Q 1" w , i I I O II ' O� w O Q !" . c N n N v> PROP. BUILDING w I i I U 1i� ...CdJ ti Q I .I� < UI 2 12,150 SF METAL BUILDING Q aM LL !„ 1 I O f L O U7 VI V• W I✓ *. I 1 .ti I.� a w I .' j Q I o N ry n I I CONC.-.,, a • I BOLLARDS' i S I I EE S o i i 1 32' 2 ' 10 24' 20 --.o'. 14 I v I I I 'L� a II uy 90 fit; /x -_.__—Z Q _- 30'5LJILD!NC SETBACK LJt``[ .__.___-_- .--- SIR ININESS CORNER y A. m II.B7'NORTH Ll .($ F 3 I I Q O M I,, iC GRASS AREA o I I I ri w U I I Q i ! I *N+ 8.50' . t t T N. 8941'22 W. 288.00' 3.50' FALLS RI E DIRT CORNER T PILE NOT S �e 1 0 SOUTH 1/2 OF THE WEST 288.00' 15 I 1 OF BLOCK D' I p w t i NOT INCLUDED 4 I I ! I I O 1 i I SITE PLAN SITE DATA z GENERAL CONSTRUCTION NOTES O OWNER - PEARSON INDUSTRIES ENGINEER - COASTAL ENGINEERING ASSOC., INC. 1. ALL AREAS DISTURBED WITHIN COUNTY OR STATE RIGHTS-OF-WAY SHALL BE SODDED a ADDRESS - 15002 CORTEZ UNLESS OTHERWISE NOTED.BOULEVARD ADDRESS — 605 NE 1st, SUITE H BROOKSVILLE, FLA. 34601 GAINESVILLE, FLA. 324601 2. CONTRACTOR SHALL CONTACT THE CITY OF ZEPHYRHILLS DEPARTMENT OF PUBLIC WORKS 24 W Q Y Z PHONE - 352-799-0057 PHONE - 352-372-0840 HOURS PRIOR TO THE START OF ANY CONSTRUCTION WITHIN THE COUNTY RIGH W T-OF-WAY. u Qa U 3. CONTRACTOR SHALL CONTACT THE CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 24 HOURS PRIOR (9 z Z TO THE START OF ANY CONSTRUCTION WITHIN THE COUNTY RIGHT-OF-WAY. 5 CONTRACTOR - PROUD PELICAN CONST. SURVEYOR - C. FRED DEUEL & ASSOCIATES, INC. <X U > 4. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES, WHETHER OR V) J Y ADDRESS - 15002 CORTEZ BLVD. ADDRESS - 5151 GAIL BOULEVARD NOT SHOWN, ARE APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR W=z d o TO OBTAIN ACTUAL FIELD LOCATIONS FROM THE RESPECTIVE UTILITY COMPANY 48 HOURS Y.. BROOKSVILLE, FLA. 34601 ZEPHYRHILLS, FLA. } O ca BEFORE BEGINNING WORK. _ m PHONE - 352-799-0057 PHONE - 813-782-6717 w 0 SUNSHINE STATE ONE CALL ------- 1-800-432-4770 N d 5. ALL DIMENSIONS SHOWN. WHERE CURB IS APPLICABLE. ARE TO THE EDGE OF PAVEMENT. EXISTING ZONING - AP-Z BUILDING SETBACKS PIPE LENGTHS SHOWN, WHERE MITERED ENDS ARE CALLED FOR, INCLUDE IN THE PIPE LENGTH AND THE F" DIMENSION FOR THE MITERED END SECTION PIPE. TOTAL AREA = 1.79 ACRES (78,137 SF) FRONT - 50' (ROADWAY) 6. UPON THE COMPLETION OF THIS PROJECT THE CONTRACTOR SHALL BE RESPONSIBLE FOR 3 SIDEYARD - 30' , PROJECT AREA = 1.45 ACRES (63,006 SF) PROVIDING AS-BUILT DRAWINGS OF THE STORM DRAINAGE, UTILITIES, AND OTHER SITE 8gg REARYARD - 30' IMPROVEMENTS AS FURTHER HEREIN NOTED. THE AS-BUILT DRAWINGS SHALL BE PREPARED. EXISTING VEGITATION - NATIVE GRASSES AND FORBS SIGNED AND SEALED BY A PROFESSIONAL SURVEYOR. REGISTERED IN THE STATE OF FLORIDA. SIX BLUELINE COPIES OF THESE AS-BUILTS ARE REQUIRED AND FINAL PAYMENT TO THE CONTRACTOR SHALL NOT BE MADE WITHOUT THESE SUBMITTED AND ENGINEER APPROVED EXISTING SOILS - USDA SOIL SURVEY OF PASCO COUNTY INDICATES "TAVARES SAND" DOCUMENTS. 6 a 7. ALL PROPOSED SIGNS SHALL BE APPLIED FOR, APPROVED. AND PERMITTED ON AN INDMDUAL FIRE DISTRICT - CITY OF ZEPHYRHILLS BASIS APART FROM ANY ULTIMATELY APPROVED SITE PLAN. APPROVAL OF THIS SITE PLAN DOES NOT CONSTITUTE APPROVAL OF ANY SIGNAGE. FLOOD ZONE - "C" FIRM MAP NO. 120110 0325B PANEL 325 DATED APRIL 17, 1984 8. HANDICAP PARKING SHALL BE PROPERLY SIGNED AND STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR OTHER APPLICABLE STANDARDS. FLORIDA POWER 9. THE PROJECT ENGINEER CERTIFIES THAT THE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT. fl LL BUILDING DATA 10. ALL ON-SITE PARKING SPACES SHALL BE STRIPED AND SIGNED IN ACCORDANCE WITH THE MANUAL m M a ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. PARKING SPACES, DIRECTIONAL ARROWS, m X UTILITIES - CITY OF ZEPHYRHILLS UTILITIES DEPT. AND STOP BARS SHALL BE STRIPED IN WHITE. IT SHALL BE THE OWNER/DEVELOPERS' RESPONSIBILITY m a 5 TO PROPERLY SIGN AND STRIPE THE SITE IN ACCORDANCE WITH APPLICABLE STANDARDS. O 4 BUILDING CONSTRUCTION TYPE IV s .e w 11. ALL CLEAR SITE AREAS SHALL BE KEPT FREE OF ANY SIGNAGE. PLANTINGS, TREES, ETC.. IN EXCESS 9 9 BUILDING AREA - WAREHOUSE AREA = 12,150 SF OF THREE-AND-ONE-HALF (3-1/2) FEET IN HEIGHT. m n 12. NO IRRIGATION SYSTEM OR LANDSCAPING SHALL BE INSTALLED IN ANY COUNTY RIGHT-OF-WAY "N BUILDING - SINGLE STORY METAL AND FRAME CONSTRUCTION - MAX. HGT. - 26' WITHOUT ISSUANCE OF A RIGHT-OF-WAY USE PERMIT AUTHORIZING SAME. w z 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FUGITIVE DUST CONTROL. N0. OF EMPLOYEES = 1 EMPLOYEE ( 8:00 AM TO 5:00 PM) 30 PART TIME (4:00 AM TO 5:00 AM) 14. IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF HISTORIC RESOURCES. INCLUDING BUT NOT LIMITED TO ABORIGINAL OR HISTORIC POTTERY. PREHISTORIC STONE TOOLS. BONE OR SHELL TOOLS, HISTORIC ' Q: 0 TRASH PITS OR HISTORIC BUILDING FOUNDATION ARE DISCOVERED, WORK SHALL COME TO AN IMMEDIATE PARKING REQUIRED : 1 SPACE PER EACH 2 EMPLOYEES = 16 SPACES STOP AND THE FLORIDA DEPARTMENT OF HISTORIC RESOURCES (STATE HISTORIC PRESERVATION OFFICER) AND PASCO COUNTY SHALL BE NOTIFIED WITHIN TWO WORKING DAYS OF THE RESOURCES FOUND ON THE SITE 8 PARKING PROVIDED 32 REHANDICAP NI SPACES 15. ALL SODDED SLOPES OVER 4:1 SHALL BE INSTALLED WITH PEGS. 33$4f3 2 SPACES 16. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF. § 4 €� `\, 17. AN UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDED FOR REQUIRED LANDSCAPING. � 18. ON JUNE 27, 2005, A COASTAL ENGINEERING REPRESENTITIVE MADE A SITE INSPECTION FOR THE PURPOSE OF TECHNICAL SPECIFICATION NOTES ', V DETERMINING THE PRESENCE OF STATE AND FEDERALLY PROTECTED PLANT AND/OR ANIMAL SPECIES. NONE WERE / FOUND TO BE PRESENT. ALL SITE AND UTILITY WORK PERFORMED ON THIS PROJECT \`S tc SHALL BE GOVERNED BY THE APPLICABLE PROVISIONS OF V l ESTABLISHED BY THE CITY OF ZEPHYRHILLS. IN THE EVENT ANY ITEM IS NOT ADDRESSED IN THESE PLANS OR THE SPECIFICATIONS DESCRIBED ABOVE, THEN THE APPLICABLE PROVISIONS OF THE "FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", CURRENT EDITION, AND SUPPLEMENTS THERETO SHALL APPLY, EXCEPT AS OTHERWISE SPECIFICALLY APPROVED BY THE OWNER AND / OR THE CITY OF ZEPHYRHILLS. THE FOLLOWING ARE INCORPORATED HEREIN BY REFERENCE: 1. FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", s LATEST EDITION. 2. FLORIDA DEPARTMENT OF TRANSPORTATION "ROADWAY AND sF TRAFFIC DESIGN STANDARDS", LATEST EDITION. 2 3. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). SITE DATA & INFORMATION of 10 at ffr G5510 LIGHT BROOMING a a IIII IIII IIIIIIIIIIIIII III IIIIIIII VIII (IIIIIIIIIII FTP 25 SIGN N a N s O � 6.6 16.4'+- 8.5' 18' MATCH EX.PAVMT. MATCH EX.PAVMT. � EL. 10.34 EL. 10.38 I o.� Q TP EL. 10.50 TP EL. 10.26 TP EL. 10.50 EXIST.ROADWAY L1/EXIST.ROADWAYATP EL. 10.30W J w O PLAN vunaHc erII II II I Z 9a p U. ism I IL II IIo W U o. U w CONTROL JOINT (3/4"DEEP W/ ONLY N FL.EL.7.05FL.EL.6.10 < n < 1/4"PAD)@ 6'O.C. 24"RCP 24'RCP Q X U > PENALTY PANEL z 1/2"EXP.JT.FILLER @ 48'O.C. W= a� W p PER CITY REQ. SECTION A A SECTION B- B o 0 12' 10' '•' j m : - TMP AIR TIME AVENUE DRIVEWAY SECTION SKY DIVE LANE DRIVEWAY SECTION N 0 O s s I = I = I = THREE 6"WHITE N.T.S KT.S ^ CHEVRONS EQUALLY COMPACTED SUBGRADE SPACED 4"BLUE STRIPE 3"U-FLANGED CHANNEL POST S SECTION DRIVEN 3'IN THE GROUND 4"WHITE 4 (L STRIPE fij -N CONCRETE SIDEWALK DETAIL 8 Z GRADE "" N.T.S. �� I NOTES : ALL EDGES TO BE EDGED W/1/4"PAD 4 4 �" \ a NOTE: SIGNS SHALL BE TYPE III-A,HIGH PERFORMANCE " 2" CONCRETE SHALL BE 3,000 PSI SHEETING,WHICH CONSISTS OF ENCAPSULATED 8"LIMEROCK BASE 1 1/2"A.C.S.C.-TYPE S-1 2"A.C.S.C.-TYPE S-1 SPHERICAL LENS ELEMENTS. 8"LIMEROCK BASEr 6" HANDICAP PARKING SAW CUT EXIST. NTS ASPHALT NEW ASPHALT € v o ff? LL� ££ M 25' mN EXIST.BASE EW LIMEROCK BASE z w 4 12"STABILIZED SUBGRADE c 10 TYPNOTES: m w ' . " ILIZED SUBGRADE NOTES: NOTES: 12 STAB 2 y n STABILIZED SUBGRADE I Base Compaction to meet 98%under AASHTO T-180 BASE COMPACTION TO MEET 98%UNDER AASHTO T-180 LL PROPOSED PAVEMENT ABUTMENT DETAIL Stabilized Subgrade-Type"B"-Minimum LBR 40 STABILIZED SUBGRADE-TYPE"B"-MINIMUM LBR 40 i Indicates Minimum Thickness * INDICATES MINIMUM THICKNESS NTS �TR GENERAL PARKING AREA OFF-SITE &TRUCK AREA NOTE: CONTRACTOR SHALL MAKE A SMOOTH VERTICAL CUT IN THE TYPICAL PARKING DETAILS ASPHALT PAVEMENT SECTION ASPHALT PAVEMENT SECTION EXISTING PAVEMENT AT A DISTANCE NOT LESS THAN 6" FROM $ THE EXISTING EDGE. THE EXISTING LIMEROCK BASE SHALL BE NTS NTS NTS 5 S € EXPOSED AND CLEANED TO REMOVE LOOSE PARTICLES. THE 2a EXPOSED LIMEROCK AND ASPHALT SHALL THEN BE PRIME COATED IS NOT MORE THAN THREE (3) DAYS PRIOR TO SCHEDULED PAVING. ■ x53/4" � , /, 15 IE-yl {�2 4" 34" I � m I Grate 8 S" 12" co (2 REQ'D.) CAST IRON GRATE PLAN SECTION � TYPE "C" INLET CONCRETE WHEEL STOP DETAIL SECTION NTS �T NOT TO SCALE (Refer to FDOT Index No.232 for Additional Details) 6 STANDARD DETAILS ar 10 • r G5510 SEC. /8, TWP. ,28S., RNG. lI E. ./' PASCO COUNTY, FLORIDA W E ti%ULa1 - 1 SURVEYORS NOT: -M ZSP 'fEILLS ,fuNfE:t1;1£ .IIRp(TRTLL'7USTR1.L t'R.PA$:4ST TRACT 44, ZFICCL 'j S 1. No mdegromd loda➢atlmr or improvements haw bass 1 S ALE•1•- 30' located ams,t.N Lotod. 2. No ladr®mb record d rmd radectiog seaemaata,rights of ' C 30' eo' w•7.•:/or omwddp wen tma6hed thin amnpr except r ehoae. ` t 3. Thlaaurv.y was prepared without the baosat of a title '1 des ery-not • 4. Bede at Netioq The North Noe of mock T a ahowa �5�• �" '� 1 bdog a wits'. IL d.pow phd at race f _—ae•4-3.'— �e4� —�—�,-- _— - 1 n. Bab d Bleatlmc Bladlam dwm hereon are an anmoed rr v —— __—•— ———-_—__— 1 a. lhee are m Impro,emmta s>dboa other then atDNka. ;� TIME AVENUE 1 \\\ Legend LIE attw v- PAL Pá5 dF Oawnnwl id'0.4 Tae a —.._.. 49 — - PC?. Iee.eM� mxc rarw.tT� I I slur Rtll ElEurnaY-roe+�.— 15c il�P. Feed kew.F. S.P. s.w.d ras SAWI Ral aEVAcA- 8Mr SITE BEWH" x 13 A FLY reM NC.f1 Yaae�! C.P. Wpb SITE BEM7ai4RK I r ,•� FJY0. rewM NoF a Fae OI.F. atll ua r w , re swh k rWao.."N+l.Alamd lid a r uw lidmwa°-aa # l i ' , 1� Bass ran �"ei ` yh ` n- n.d ad.e a.ade I�rla u er-a �_7•y y�'y N ! l ` \ P= lee L1wq Swig Crr y►R �S"1_ ` IkS Ieleed EM Sedle -4- 7 Cedela - / INDICATES oOsnNc¢EUA1rav \ 217:1r aawo S 3'3270•G I17de' I ` ,rrl OESCR/PIION me Norm 1/2 of�.o0 feet of I Block 'D:ZEPH NHILLS MUNICIPAL aRP0RT 0 INDUS1iPUL PARK Ells!, as per the plot J $ ! Dweo/recorded in Plot Book 36, Pages 45 thru 47, Pabfc Records of Pasco County, 7 7 7 :R mcss cnraaar 4 ,v A°r ° Ewsr rJwE aoar ro• Certificate of authorization number LB 107 n.a7 AIWM / Not valid without the ture and the original raised seal 01 a Florida ceased surveyor and mapper) ______________________ :' do I The petty depsecrnnbwed hereon was surveyed under my f * N. 89'4122"W. 288.00' accl6ate arepresen at lion of the same�dh aw�rlsve Ya a w Yinrnum Technicd Stands set forth y�the tbnAa Board of ro I I ( Professiord Land SJrvellastin Glapta 61GI,6 tlorido Administrative aa0o ,//,-a ' ' I N Code pursuant to SSIee on 44772.027, Florida Statutes. � !''�i/, I I alai Rik ElFfAT✓r'k- se `�' I ��� III f srE tayclMaRK i� ����� Z a>F ar m I I yI ! I Sam 1/2 or TIE 5T uaar I 3 °� I ,vat adcxteeo s '., I ( I nev., aA,f REM90N BY e1I C. Fred Deuel and Associates, Inc. w �� tr I N CONSULTING ENGINEERST PETERSBURG•gPHYRHILL5 a ICD I I I St.Petersburg Main Office: Zephyrhills Branch Office: w I 3aa I f =< 1620 Rai Anew Nth or 1 1 Cat eoej.ecd P.Oeabu_A. 33713 ZeyhoNk FL 37641 I F I awn ur asar r ree(7L7)m2-+1st F..Dal m-7as Fe 161 70-4717 F..p1 m-w6 —�"== -=------, --- ------ e2, i BOUADAi4Yd TOPOCW4PffiCSURVEY x I FOR.• ZEPffYRh'ILLS JfaNICIPAL AIRPORT 0 1 a a PASCO FLORIDA y TAIL B7NDS AVE/WE JOIN K OOalpG JRySN _____FLORIDA oucce Ne. 14413-ZH r-------------------------------- oescla -1j'---------------------------------- lE: eli/es os a0 I car M1er OMWa cab scen 1 - URA 9.B°.€RSS RSS1RAIOI 11. Li a1EnaEtt Jod FlOA F1I0 S mesiNAIUb NO. 5672 r or ! b 1NV_ S.0 0 \\ SEE OFF-SITE ASPHALT PAVEMENT DETAIL SHEET 6 A F FOR PAVED AREA BETWEEN R/W LINE AND EDGE IlJ O OF EXISTING PAVEMENT < 0. H AIR TIME AFTIVUB' m j a WQY ZO I ~ Zad O LL 60'!t/M' ��ASPlfILT PMYED ACMt.II ,A "�° CONC. M.E.S. W U m U CONC. M.E.S. 's° .y°• y° "" w 3 ________FL EL_6.75 �+ MATCH �G� EXISTING �G+ FL EL.7.35 C7 j z - ------ ----- ----------- ♦------------ ---- ---------------------------------------------- f > I p• °. I4 ------- - 9 ° O =_i=EffCiI_MaE��T�.CONTROL = 40 1 tea, znr r� r — L. w O _ _--____y_-____________ N --- - a 1 15 SS-- .is� � Q — --------- -------18-------- 3 I I r --------- - -- a5 — -- SS_ =— SS— �:• - -O—-3 P10.QO y,� rr„•_:.&:-x :3 I I O• S , <n, �' .l RAMP INSTALL 701E-24"RCP I I I CENTER PIPE ON DRIVEWAY le I I , Q°• '?'' •o A 3 OA INSTALL 107 LF-1" SCH 80 PVC WATER SERVICE-MAINTAIN 36"COVER T✓ _ ii B :: .............. THE ZEPHYRHILLS UTILITIES DEPARTMENT TO MAKE TAP,INSTALL BACK- $_ W FLOW PREVENTION AND METER ASSEMBLY. I 1 I - - SEE SHEET 6 FOR TRUCK AREA a ; PAV. SECTION �I I ". i 1 S UTO F ! ! I I I I I I ______• - --' ALVE 6"C.O + 4 I I + P11�21 w 8 77 LF-6" PVC-SDR 35 SANITARY SEWER SERVICE AT MIN SLOPE OF 1.0% T + " IT1° ° TYPE C INLET THE ZEPHYRHILLS UTILITIES DEPARTMENT TO PROVIDE WYE ON EXIST.MAIN ` ! ' I ! • I T . .; , '(Q .(' W/SUMP PUMP AID TP11.10•, -. �. TOP GRATE EL.7.50 , o m ' ---. _..... •6 mad BOTTOM EL.3.50 g.�F _n �� �Q0 Twl .46 Tw11.46 a • � M • M+ w I i I TP11.10 PRE-DEVELOPF ENT= 78,137 SF PERVIOUS AREA _ a D ' POST-DEV,EIOPMENT= 32,616 SF IMPERVIOUS(41.7%) m a o 'I A9 00 1. TW11.46 45,535 SF PERVIOUS(58.3%) S' (7 •q j I I ! I t li I '5' - mw - PROP. BUILDING - _ _- 12,150 SF METAL BUILDING - LL N FIN FL EL 11 50 _ _.......---_.._...... . � g m 1 I , 4 __- ' S Tw11.g6 • G "; Ngg ¢ j j i HEET6 FOR• ' / \ a *; 6 m I 5 m GENERAL PARKING v, AREAPAV.SECTION 0 1 IH S - -- -- Tw11.46 �ONC.M.E.S. I FL . 6.1p 6.1' f W N i EXL0.38• o .: ° ASPHALT PAVEMENT DETAIL SHE 6 t °€. 36 •6 T o REA BETWEEN R/W LINE AND EDGE I =i o , 0 �Q1 �'°' L o ¢ PAVEMENT I I V i i(Q ,� �i a9 I O' ' • Z I ! I INSTALL 70LF-24"RCP I $ SEDIMENT CONTROL(TYP) CENTER PIPE ON DRIVEWAY Q ( I SEE DETAIL SHEET 8 I C N W CONC. M.E.S. I 39 I, FL EL.6.10 5 � I rn ILp• SOUTH 1/2 OF THE,WEST 288.00' I ° _QE-BLOCK D" I e w I i7 m s1.r FIM E AT?O4 .- s.58 NOT INCLUDED ? I -' I I F _.._ EENCNMARx#2 I a I , BHT GRADING & UTILITY PLAN 5 c0i I �� I of 10 > r G5510 Z POST (OPTIONS: 2'x4' OR O — — 2 1/2 MIN. DIA WOOD: FILTER FABRIC (IN F CONFORMANCE WITH STEEL 1.33 Lbs/Ft MIN.) 6' MAX �{ SEC. 985 FDOT SPEC.) J m I- Q I Q tY \� � <Q I— AIR TIME AVENUE i1 _ W a 0 0 60"RA ASPHALT PAVED ROADWAY V 2 J J � � 7 Q J QED > '��� -----------_--------------_- N CO- ----- _!L _ _ W \\� i INDICATES SEDIMENT CONTROL LJ ELEVATION y Z 0 \ i = m 0 TYPE III SILT FENCE N 0. DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING p WATER COURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS I A A k 7t' 'LJS' USED AT PERMANENT BODIES OF WATER. I I I MIN.4 2 STAKES PER BALE, A\2'x2' STAKES 1 1/2' TO 2' IN GROUND. I I WIRE TIE - O i I I qW Yew I ( : BALE TIES ,\ - ,, - I I �a '\ ' =' REQUIRED FOR DURAB LTYI � I � i Q A I 4 ANCHORING BALES N W >_ �2xPe3 CL A I ° guy SEDIMENT CONTROL NOTES 'C mx� 'V!j' H I m tL 0 I j A SEDIMENT CONTROL REQUIREMENTS SHALL BE AS FOLLOWS: c9 o i I SCALE 1 m 4 ' ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET e n W FIELD CONDITIONS AT THE TIME OF CONSTRUCTION AND SHALL BE o HI CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING y I SURFACE MATERIAL ON THE SITE. @�', PROP. BUILDING N I I I I 12,150 SF METAL BUILDING EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES ui SHALL BE USED AS NECESSARY DURING CONSTRUCTION TO RETAIN Z I SEDIMENT ON SITE. CONTRACTOR SHALL UTILIZE STRAW BALE o I i SEDIMENT BARRIERS, FILTER FABRIC SILT FENCE BARRIERS, OR ENGINEER- t° j A �g APPROVED EQUIVALENT, WHENEVER CONSTRUCTION ACTIVITIES HAVE CREATED AN UNSTABIUZED SOIL SURFACE THAT HAS THE POTENTIAL A i ( FOR ALLOWING SEDIMENT OFFSITE. I j I A I ALL TEMPORARY BERMS AND DIVERSIONS ARE TO BE MACHINE- •. COMPACTED, SEEDED AND MULCHED FOR TEMPORARY VEGETATIVE E I COVER WITHIN 30 DAYS AFTER GRADING. CONSTRUCTED BERMS, DIKES, ETC. WILL BE COMPACTED BY SEVERAL (BULLDOZER, BACK HOE, OR N I PASSES WITH CONSTRUCTION EQUIPMENT OTHER HEAVY EQUIPMENT, OR BY USE OF A SUITABLE ROLLER). I STRAW BALES SHALL BE SECURED TO THE GROUND WITH A MINIMUM OF O I I TWO STAKES PER BALE AND BE INSTALLED SO THAT RUNOFF CANNOT I I I DRAIN FREELY UNDER OR BETWEEN THEM. FILTER FABRIC SILT FENCE c I A SHALL BE INSTALLED AS DETAILED HEREON. DETAILS SHOWN IN THE I I I•y F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, INDEX NO. 102 SHALL ALSO BE ADHERED TO. r%rArAT4vAo/r4r4r4rAr4r4 OPERATION AND MAINTENANCE OF STRAW BALE SEDIMENT BARRIERS, = I i I FILTER FABRIC SILT FENCE BARRIERS, OR ENGINEER APPROVED EQUIVALENT, rn I SHALL INCLUDE DAILY INSPECTION FOR INTEGRITY, REPLACEMENT OF ROTTEN OR DISINTEGRATED BALES AS REQUIRED, REPAIR TO SILT o I FENCES INCLUDING TOE-IN AS REQUIRED, AND REMOVAL OF SEDIMENT BUILDUP AFTER RAINSTORMS. a j THE SEDIMENT CONTROL SHOWN IN THESE PLANS IS CONSIDERED TO BE A MINIMUM. ADDITIONAL SEDIMENT CONTROL, OTHER THAN THAT SHOWN, w MAY BE REQUIRED DUE TO THE CONTRACTORS OPERATIONS AND SHALL w I I - - BE PROVIDED WITHIN THE CONTRACTORS LUMP SUM BID. CD I I I I o j INDICATES SEDIMENT CONTROL I THE SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION, REMAIN IN PLACE THROUGH CONSTRUCTION AND REMAIN UNTIL THE SITE IS PERMANENTLY STABILIZED. OV I I 1 g w I I I I I m 8F�T SEDIMENT CONTROL PLAN 8 O of 10 UI__ I U ar G5510 z 0 ------------------------------------------------- 0 AIR TIME AVENUE w <Y Z o ........................... - ...._............................. O IL kQO'/j.'11' ASPIMLT PAKV RO DN14Y W0 U<0. O w (fl J z ---------------- / MES1W= 6.11 1 S. 8941'54" E. 288.00' SCALE 1" = 40' w z a O tiI r - _ - - - - INDICATES TREES TO BE PLANTED I I INDICATES TREES TO BE PLANTED I I / N O sow" LANDSCAPE REQUIREMENT DATA PROJECT AREA = 1.24 ACRES± (52,246 sf) rNDICTE5 SHRUBS TO INDICATES SHRUBS TO BE PLANTED PROJECT DEVELOPMENT AREA = 0.76 ACRES± (33,299 sf) t I (SEE NOTES THIS SHEET) (SEE NOTES THIS SHEET) . PERIMETER OF PARKING LOT PLANTINGS - SHRUBS TO BE PLANTED AS CREDIT FOR PERIMETER PLANTINGS »` BE A MINIMUM OF 24" IN HEIGHT AT THE TIME OF 6 1 o f I I SHALL PLANTING. PLANT SPACING SHALL BE ACCORDING TO a > € a I Ia GROWTH NEEDS OF THE PLANT SPECIES. ALL PERIMETER Z � L..... I r PLANTING AREAS SHALL BE A MINIMUM OF 5' IN WIDTH. ,,, I I INDICATES TREES TO BE PLANTED �. c� TREE PLANTING REQUIREMENTS j-INDICATES GROUND COVER L ") REQUIRED — 1 TREE PER 3,000 SF OF LAND AREA E TO BE PLANTED — _ ( SF / 3000 SF — 26 TREES PROVIDED 26 TREES 78,137 ///a � g E 1 � I w`u r r4u r 4t, � o I a C7 o 1 E .v,'r I H _ o w I .....__ .......... PROP. BUILDING 3 NOTES y r NM 12,150 SF METAL BUILDING N ' 1. IT IS THE INTENT OF THIS PLAN TO REPRESENT THE MINIMUM LANDSCAPING AS REQUIRED BY THE LL N "CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND EASEMENTS AFFECTING PROPERTY I I KNOWN AS ZEPHYRHILLS MUNICIPAL AIRPORT INDUSTRIAL PARK EAST LANDSCAPING SECTION AS CHAPTER 7 I LAND DEVELOPMENT SPECIFIC G MATERIALS v o DESCRIBED IN CHA E .06 — ZEPHYRHILLS OPMENT CODE. FIC PLANTING AL --------------- . - inn o SHALL BE DETERMINED BY THE OWNER AND/OR LANDSCAPE CONTRACTOR AT THE TIME OF PLANTING INDICATES SHADE TREE _ � Ui BASED UPON LOCAL AVAILABILITY OF PLANT MATERIALS. A I _- TO BE PLANTED '�.• 0/1 i i w 2. ALL PLANTING MATERIALS SHALL CONFORM TO THE "STANDARDS FOR FLORIDA GRADE NO. 1 OR � ,€ Ih I BETTER AS GIVEN IN "GRADES AND STANDARDS FOR NURSERY PLANTS, STATE OF FLORIDA, DEPT. OF BB • AGRICULTURE AND CONSUMER SERVICES." 3. ALL PLANTING MATERIAL SHALL BE DROUGHT TOLERANT. a � a - ..'................................ i 4. ALL AREAS DISTURBED BY CONSTRUCTION AND NOT DESCRIBED AS A PLANTING AREA SHALL BE • SEEDED AND MULCHED. WHERE MULCH AREAS ARE PROVIDED, THE MULCH SHALL BE A MINIMUM OF I 2" IN DEPTH. rc 8 3 N r I I • 5. ALL CLEAR SITE AREAS SHALL BE KEPT CLEAR OF SIGNAGE, PLANTINGS, TREES, ETC. IN EXCESS OF N f I }a 3.5 FEET IN HEIGHT. O i I - ________________________________ UNDERGROUND IRRIGATION WILL BE PROVIDED. o ; - 7. ALL TREES TO BE PLANTED SHALL BE A MINIMUM 3" CALIPER. I I w I D - - - - - - w i N. 8941'22" W. 288.00' LU f i C7 I I € � ~ Q I I 51 2 SOUTH 1/2 OF THE WEST 288.00' I ~ U) I OF BLOCK D" I o I I NOT INCLUDED o LU I I O I I I I BFEET CL I LANDSCAPE PLAN 7 U I O ! ,,},'•:,. of 10 armor U G5510 U P. Z -Jo f. der err e.e�.eo ar ee sr 7e.r.A.. rs•sr awm l�--ri I .. g,V s1°'".eedr•vna�Pr rIrR...r I ..e Q Q F- a ra errar /f1 W raa AYMwe J rere� no ttre Pee N la,d `S-�."•,'," V Z Q J /1e 7ire Ore N ••.:••S 7e,0 rr twee ewer t sever ar o.rer,ane Aver .._-,: _ :-:.. NPE ors seal(+ae oa.l rer a.Fsr s>�> NPE I � »x .I, Q o W O II �+sty �+F>a4ar>s7 Z !! DIVERSION BERM W = a wbe ro B.U..uF Te aepthe a ro FM. • ;.:•.•;, SECTION A—A �> O�et2)Parole Te M Usd Fs DepNe treebr Th- ; ' N.T S. to t..e ud.�sp«Id oyeh arta,e swemee.y eaa i leA ,};" _ Fer ti the Flrr a M W WmMe Br IL Enow: ':I':� :: a NWel.Cwnpanenb Of 1tpW,MMd�u_Yay Be Thaler 0 Identlod '1:. NOW R.ww SNMent Frain S.d. N m�neeY Ow[eelQ rq�Slwf~M TMReSd� R epmePelRyNat� ww th.Mp•h Fx«a a'. d 7M Usr.STEW Wtlow Far Ttpee Me a Shill Be A. 8 "' ' AFprwd By Th.Eishsr. eee w e r �"^^• Ys::: FLOATING TURBIDITY BARRIERS s� t I INDEX 103 Si _ �efeA SEDIMENT TRAP —� UN.2 SP s. (({1 as e.r " s SECTION B-B ,� �\ err In7 iau o Y O-a rlr rr / N.T.S O �i rr �B SECTION B—B e. —°" — _ _' TRANSITION DETAIL J — �� V "r s rw.r BARRIERS FOR INLETS RR My FForr O Bty ..s ee '° ' g z DOT INDEX 102 T n ar.r M w�..r ar°�er,F�' �'�g��� LL�a RURAL CONNECTION m N SECTION A—A DETAIL a a m PL N SOIL TRACKING PREVENTION DEVICE General Notes: £ m w DOT INDEX 106 gif N.7 S 1. Protect Future Curb Inlets Shown WIthM a W 9 Qx Paved Areas(See SWPP Plan lets Thee Sheet).Protect e Curb In With Rode Bage Ae Per Index u.a \ 102 ul ELEVATION Q Crsc �J► r�.c f X11 2 Protect Future Grate Inlets With Hay Bides a BARRIERS FOR SWALES ✓ Plan Sheet).SWPP P Sheet).These Are Inlets Proposed In Non—paved Areas.Protect These Inlets With Hay Bales As Per Index 102 aa, 3.Protect Wet Areas Shown Within Storrnwater� - Panda Sss SWPP Plan Sheet. Protect These �sr,er a Mwr .. e-r,�"as..e"ar' ti.eww. Areas With 30 O!Floating Turbidity Barrier At 3 B _ Tom`r' r,, TYPICAL A LOT GRAD/ G TYPICAL " B LOT GRAD G „�, Each Infdl structure(I.E MES). ! Q fr w"F';; ��v l;"' Ebwrbn R i'j!i IIi ELEVATION SECTION BARRIERS FOR SLOPES TYPE III SILT FENCE Or AD't be it Wrr/Yr RAF, l /- 'o wav n w.xa a.tr r•Ae 1eJ W— n�er0 Rte,h.e raver o •� GrFt S 3 aver Aaeera w..v nil —Far AdelNmd bfm,rrllen Ad Dot"See F-0.a.T.Mee Nato2 TYPICAL " C " LOT GRADING DRIVEWAY CROSS SECTION I eee*odd,d.Hay Bolen flay Us Used b U.Of Stt Frree. W ELEVATION SECTION _ �Fpoet.Mid Nob�Be R ey The�ty� R Z er TYPE IV SILT FENCE a y Reybto,y Agow7w a s w Us Not t F1 U,A Mayer That 9t Fe,a. re Aat A.A Dot Aoew Pamrawnt y REforearses at Heave n Te Bo Used At f to f.' ULeaoCarr Mid nre7ary t7aMs Used At Permerant Bodir of MbM. e w O r SWPP PLAN flU THE FOLLOWING INFORMATION IS INTENDED TO SATISFY THE PERMIT REQUIREMENTS FOR NPDES Z PER FAC 62-621 (STORMWATER POLLUTION PREVENTION PLAN) AND SWFWMD FAC 400, PART B BASIS OF REVIEW FOR 40D RULES, SECTION 2.& (CONSTRUCTION SURFACE WATER MANAGEMENT O PLAN). REFERENCES TO STORMWATER POLLUTION PREVENTION PLAN AND CONSTRUCTION Fa, SURFACE WATER MANAGEMENT PLAN SHALL BE INTERCHANGEABLE THE PLAN INCLUDES STORMWATER MANAGEMENT EROSION/SEDIMENT CONTROL INSTRUCTIONS, DETAILS, AND NOTES AS 'a.I- PRESENTED IN THE CONSTRUCTION PLAN SET. w LA Z<y ZO STORMWATER POLLUTION PREVENTION PLAN Z a Q O LL Areas not to be disturbed: The following practices will be used to maintain erosion and sediment controls: W Li a U The SWPPP shall be completed prior to the submittal of the Notice of Intent(NOI)to be covered As specified in the General Notes(Sheet 1), no unnecessary disturbance of site The contractor shall maintain rain gauges on the project site and record daily rainfall. ('2 Z under the FDEP Generic Permit for Stormwater Discharge from Large and Small Construction is permitted during construction. All control measures will be maintained daily by the contractor. Q J Activities. All devices will be maintained in good working order. if a repair is necessary, it will be Initiated __ F U > h. Lot/Long of each discharge point and name of receiving water or MS4 of each discharge within a 24 hours of the inspection. . . N — In The SWPPP shall be amended whenever there is a change in design, construction, operation, point; or maintenance, which has a significant effect on the potential for discharge of pollutants to Not Applicable Structural Practices Controls: W 2 a UJ 0 surface waters of the state or Municipal Separate Storm Sewer System (MS4). The SWPPP Built—up sediment will be removed from silt fence and staked turbidity barriers when it has .Z., 0 - also shall be amended if it proves to be ineffective in significantly reducing pollutants from reached 1/3 the height of the fence. A proposed replacement interval is 6 months. >' m sources Identified in Part V.D.1. of the permit or to indicate any new contractor and/or a subcontractor that will implement any measure of the SWPPP. All amendments shall be signed. 3. CONTROLS Temporary and permanent seeding will be inspected for bare spots, washouts, and healthy w O dated, and kept as attachments to the original SWPPP. Description of appropriate controls, BMPs. and measures for each activity growth. Soil tracking prevention devices shall be maintained to prevent dogging of rock bedding N listed in Item 2b as wall as time frames in which controls will be implemented. which may impede the usefulness of the structure. Q. 1. PROJECT NAME AND LOCATION MEDIA GENERAL, The North 1/2 of the West 288' of Block D, of the The following discussion defines general guidelines for the sequence of Hay bales shall be replaced when they have served their usefulness so as not to block or construction and the use of stabilization and structural practices. The contractor impede storm flow or drainage. A proposed replacement interval Is 3 months. Zephyrhills Municipal Airport Industrial Park East, Pasco County, Florida is also responsible for maintaining field records of their SWPPP activities. Section 18, Township 26 South, Range 22 East. 5. INSPECTION AND DOCUMENTATION PROCEDURES a. Temporary and permanent stabilization practices: 2. SITE DESCRIPTION During construction, the contractor will provide temporary stabilization as soon as practical, but The Contractor shall be responsible for completing the weekly inspection report form and a. Describe the nature of the construction activity. In no case shall the time be greater than seven calendar days after the construction activity has maintaining documentation for three years following find stabilization. The contractor shall submit ,� n Construct 12,150 sf of building and related infra—structure, temporarily or permanently ceased, for areas which have been cleared and not reworked. The copies of these reports to the owner or authorized representatives prior to final payment for work entire disturbed portion of the project will be stabilized upon completion, shown within these plans. Additional inspection and documentation must be completed within 24 \���f.,p, b. Describe the Intended sequence of major sail disturbing activities: hours after any 0.50—inch rainfall event It is the Contractors responsibility to maintain rain ➢t " g Stabilization practices to be implemented are included in the Construction Plans and Indude: gauges on the project site and record daily rainfall. Where sites have been permanently The contractor shall fallow the sequence of major activities described below, unless the - 3 d contractor proposed a different sequence that is equal or better at controlling erosion and — stabilized, inapecticaa shall be conducted at least once each month. Temporary trapping sediment and is approved by the engineer. �`'�,, z Install at the limits of of:phasing in all locations where construction activities have ceased and the The following Items need to be inspected: 1 'wa For each construction phase. Install perimeter controls after clearing and grubbing necessary for -likelihood of erosion is high. — points of discharge to waters of the United States. installation of controls but before beginning other work for the construction phase. Remove Temporary grassing — points of discharge to municipal separate storm sewer systems. perimeter controls only after all upstream areas are stabilized. Install in oil locations where construction activities has temporarily stopped fora period of 14 — disturbed areas of the site that have not been s ed. days. — areas used for storage of materials that are exposed to precipitation.- 1. Clearing and grubbing, earthwork for pond construction. Permanent planting, sodding and seeding: — structural controls. 2. Clearing and grubbing, earthwork, All disturbed areas not paved will ultimately receive permanent sodding, seed or mulch. — stormwater management controls. rk, and Swale construction. — locations were vehicles enter and exit the site. 3. Storm sewer construction. Construct the storm drain pipe in the upstream direction. b. Structural controls intended to divert, store, retain or otherwise limit stormwater flow: ro 4. Clearing and grubbing for utility locations. Structural controls shall be Installed prior to any earthwork or construction activity. Controls to The Contractor shall initiate repairs within 24 hours of inspections that Indicate Items are not ina CM 5. Clearing Grubbing and Earthwork associated with pavement and buildings. be implemented are noted in the Construction Plans and include: good working order. If Inspections indicate that the installed stabilizationand structural practices k� 6. Complete site work are not sufficient to minimize erosion, retain sediment, and prevent discharging pollutants, the ?" 7. Remove erosion control measures prior to demobilization. Silt Fence: Contractor shall provide additional measures as approved by the Engineer. P;r o Silt fence shall be used along the length of the project as well as around wetlands or other F o c. Total area of the site(Acres} surface waters where the existing ground slopes away form the project or where there is w a a 8 ' U 1.79 ac potential for sediment to be directed offsite. Stockpile areas shall include silt fence around the perimeter. Silt fence locations are shown in the Construction Plans. AS REQUIRED UNDER FAC 40D. PART B. SECTION 2.8.1.(c) THE OWNER/PERMITTEE'SHALL ENSURE THAT d. Total area of the site to be disturbed(Acres): THE SURFACE WATER AND STORMWATER MANAGEMENT MEASURES PROPOSED IN THE PLAN ARE EFFECTIVELY s m K 1.45 acres of grading, pavement and landscaping. — Staked turbidity barriers: IMPLEMENTED UNTIL COMPLETION OF THE PROJECT OR UNTIL THE PERMANENT SURFACE WATER a LL o See SWPPP MANAGEMENT SYSTEM IS OPERATIONAL'. THE PLAN'INCLUDES NOTES, DETAILS AND INSTRUCTIONS FOR — Floating turbidity barriers: STORMWATER MANAGEMENT PRESENTED THROUGH OUT THE PLAN SET. THE OWNER/PERMITTEE HEREBY e. Existing data describing the soil or quality of any stormwaterdischarge from the site: See SWPPP AGREES TO COMPLY WITH ALL STORMWATER MANAGEMENT ITEMS CONTAINED WITHIN THE PLANS AS § a w The sops survey is included in the Drainage Analysis reports for each phase. The results of the SUBMITTED FOR DISTRICT APPROVAL soil borings done in the ponds are located in the some reports. In general, the soils are fine c. Temporary or permanent sediment basins for areas disturbing 10 acres or O sands. The small particle size will make the potential for erosion high. The particle type content more at one time: m ul will stay in suspension for weeks. This will require effort to filter runoff prior to discharge. N/A LL•• Provide existing surface conditions(Type A. B.C. D), Impervious x, Perviousx, SIGN NAME(OWNER — PERMITTEE FOR SWFWMD PERMIT) ui and water use of adjacent water body(i.e. Class and use). d. Permanent stormwater management controls to be installed Runoff coefficients: during construction process As Individual phases of construction are performed, permanent control structures will be PRINT NAME(OWNER — PERMITTEE FOR SWFWMD PERMIT) f° Type A Soils, Tavares sand Installed. Within the areas of construction Pre—development C value = 0.20 e. Potential pollutant controls: d e 1) Waste disposal: Post—development C value on 0.90 Paved a The contractor is responsible for maintaining field records of their SWPPP activities $ � $ 0.20 Unpaved including disposal of construction debris and waste. COMPLIANCE WITH NPDES GENERAL PERMIT CONDITIONS FOR CONSTRUCTION SITES SHALL BE THE k$ 3 S There are no adjacent surface water bodies. CONTRACTOR'S RESPONSIBILITY INCLUDING SUBMITTAL OF THE NPDES NOTICES OF INTENT(NOI) AND 88 S! The contractor will provide litter control and collection within the project boundaries TERMINATION (NOT) TO FDEP IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. f. Estimated drainage area size for each discharge point(Acres): during construction activities All fertilizer,hydrocarbon, or other chemical containers shall be disposed of by the contractor according to EPA's standard practices as detailed by ALL CONTRACTORS OR SUBCONTRACTORS THAT WILL IMPLEMENT EACH MEASURE MUST ACCEPT THE o Less than 1/4 acre discharge point, the manufacturer. No solid materials including building and construction materials shall be FOLLOWING CERTIFICATION: !Q discharged to wetlands or buried on site. s Y 6 4 o g. Site Map: 'I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND AND SHALL COMPLY WITH. THE TERMS AND 2)Offaite vehicle tracking: CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND The construction plans are being used as the site maps The location of the required Information The contractor is responsible for maintaining field records of their SWPPP SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED Is described below. activities. THEREUNDER.' Sheet of the construction plans. The Contractor may, at their sole discretion, select a control by the following methods: — Drainage Patterns: — Loaded haul trucks to be covered by a tarpaulin — Excess dirt on road shall be removed daily. The contractor will provide pollution 6 The site generally sheet flows to the North and East, control by implementing dust control with water application during the dust generating SIGN NAME(CONTRACTOR — PERMITTEE FOR NPDES PERMIT) The site grading as proposed is consistent with the existing site activities such as excavation and milling operations k, drainage pattern. — Sol Tracking Prevention Device(See SWPP Plan Sheets) �3 3) Application rates of herbicides/pesticides used at construction site: PRINT NAME(CONTRACTOR— PERMITTEE FOR NPDES PERMIT) Shall conform to applicable local, state and federal regulations. — Approximate slopes U Existing topography and proposed grading can be seen on the construction plans. 4) Storage, application, generation, migration of all toxic substances: 5 The proposed slope ratios ore based on regulatory guidelines. Shall conform to applicable local, state and federal regulations. Q SUBCONTRACTORS nY — Areas of soil disturbance: 5) Other. ZAny areas where permanent features are shown to be constructed above or below ground The contractor is responsible for maintaining field records of their SWPPP w will be disturbed. Contours for intermediate grading between proposed and existing are activities shown on the Grading Plans. f. Sources of non—stormwater discharges: PRINT NAME(SUBCONTRACTOR) PRINT NAME(SUBCONTRACTOR) — Locations of Temporary Controls: No non—stormwater discharges to the MS4 or surface waters shall be allowed ZTemporary Controls of the type shown on detail sheets will be used where necessary to except as specifically approved by applicable permits and regulations rn control erosion. These controls may require replacement throughout the project SIGN NAME(SUBCONTRACTOR) SIGN NAME(SUBCONTRACTOR) k4 Locations of Permanent Controls: w4. MAINTENANCE PLAN FOR ALL CONTROLS: Permanent stormwater management controls include catch basins, piping and the stormwater pond(a)as shown on the Plan Sheets. The contractor is responsible for maintaining field records of their SWPPP activities. PRINT NAME(SUBCONTRACTOR) PRINT NAME(SUBCONTRACTOR', — Areas to be stabilized: All areas disturbed during construction will be stabilized in accordance with The contractor will be responsible for daily inspection and maintenance of all erosion control Q the SWPPP Notes and General Notes on Sheet 1. devices throughout the construction phase of the project as well as removal of erosion and O sediment control devices when no longer necessary. SIGN NAME(SUBCONTRACTOR) SIGN NAME(SUBCONTRACTOR) 9 s r ,A, AI W� � RI RI PROJECT NUMBER: S5J0556A ® PROJECT NAME. MEDIA GENERAL PROJECT i OCA1ON: ZEPHYRHILLS, FL 33539 M E M B E R BM B//IL D/N S S YS T E111/S CUSTOMER: FLORIDA STATE METAL BUILDING ERECTORS BUILDING LOADS A DIVISION OF NUCOR CORPORATION DESIGN CODE: FBC 01 BUILDING END USE: 4B ROOF LIVE LOAD: 20 PSF MBMA BCC. CLASS: II �+ LI NOTES AND SPECIFICATIONS BUILDING ACCESSORIES REDUCIBLE PER CODE Z BUILDING ERECTION NOTES GROUND SNOW LOAD: PSF SNOW EXP. FACTOR, Ce: --- F4 1)THED N CONTRACTOR AND/OR ERECTOR RESPONSIBLE TO YES NO SNOW IMPORTANCE F OR. Is: 1.00 SAFELY AN PROPERLY ERECT THE METAL BUILDING SYSTEM IN CONFORMANCE WITH THESE DRAWINGS,OSHA REOUIREMENTS.AND PRIMARY AND SECONDARY STEEL PRIMER COLOR:RED ❑ K FASCIA. PROJECTION: TOP OF FASCIA HEIGHT: WIND: 110 MPH WIND IMPORTANCE FACTOR, Iw: 1.00 UBMA STANDARDS PERTAINING TO PROPER ERECTION, THIS INCLUDES. CI BUT IS NOT LIMITED TO.THE CORRECT USE OF TEMPORARY GUYS AND ROOF SHEETING, TYPE: Classic 26 GAGE, FINISH:Golvolume FACE PANEL, TYPE: GAGE, FINISH: EXPOSURE: B THBRACING WHERE NEEDED FOR SQUARING,PLUMBING,AND SECURING ` $ MEMBERS(GIRTHS ORO BAR,SECONDARY T ARE NOT DESIGNED SECONDARY FUNCTION AS BACK PANEL, TYPE: —GAGE, FINISH: UL 90 ❑YES •NO , a- N N A WORK PLATFORM OR PROVIDE SAFETY TIE OFF ATTACHMENT N Classic Roof—Const.No. 161: Classic Roof w/Translucent Pond—Const. No. 167 MACCORDANCE WITH EMBERS(PURUNS OSHA OR REQUIREMAR ENTS. ARE ECONDNOT SIGNE PROVIDE CFR CLIP TYPE:XN/A ❑TALL ❑SHORT ❑FIXED ❑FLOATING CAP TRIM PAINTED: BASE TRIM PAINTED: CFR Root-CoLMst.No. 590: CFR Roof w/Translucent Panel-Consl.No. N SAFETY TIE OFF ATTACHMENT IN ACCORDANCE WITH.OSHA REOUIREMENTS. CFR THERMAL BLOCKS:DYES ONO CFR EPS FOAM SPACER:DYES ONO ❑ CLOSED SYSTEM, CLEAR UNDER SOFFIT TRIM: SEISMIC INFORMATION N/A 2)ALL HIGH STRENGTH BOLTS ARE TYPE A325 AND ARE TO BE FULLY $ 'l x A SEAMING METHOD FOR CFR ONLY):❑ROLL LOCK" SOFFIT PANEL, TYPE: GAGE. FINISH: Design Sds/Sd1: N/A Site Class: N A gV $ TIGHTENED BY AN ACCEPTABLE METHOD.SUCH AS"TURN OF THE NUTTM METHOD. UNLESS NOTED OTHERWISE. BOLTS IN STANDARD HOLES DO REFER TO THE DETAIL PAGES FOR POWER LOCK" Seismic Use Group: N A Seismic Design Category: N A W NOT REQUIRE THE USE OF WASHERS.PER ASIM A325. SECTION 5(8). ADDITOHS y _FORMATION ❑" iM SOFFIT TRIM AT BUILDING LINE PAINTED: ❑"POWER LOCK PLUS" Analysis Procedure: Equivalent Loterol Force Method 3 i� W a` })AU.A307 MACHINE BOLTS ARE TO BE BROUGHT TO A'SNUG ❑ OPEN SYSTEM, (NO SOFFIT PANEL PROVIDED) Q TINT"CONDITION TO ENSURE THAT THE MATERIALS IN THE JOINT COMPOSITE CFR DECK, TYPE: N/A GAGE, FINISH: Basic SFRS: Not Detailed For Seismic aa, ARE BROUGHT INTO WITH G000 CONTACT EACH OTHER. ao W N N ROOF LINE TRIM, PAINTED:Lightstone SP NOTE:GUTTER HANGERS AND CI CLEAR UNDER FASCIA NCH STRAPS 1 I 4)WASHERS ARE REQUIRED AT ALL SLOTTED CONNECTIONS PROWOED N GALVANIZED COLOR ON a GAILY. NOTES: a -AT HOLE TO SLAT CONNECTION.ONE WASHER IS REQUIRED ON THE SLOTTED SIDE. EXTERIOR WALL SHEETING, TYPE: Classic 26 GAGE. FINISH:Lightstone SP ❑ X PARAPET SYSTEM I)COLLATERAL DEAD LOADS,UNLESS OTHERWISE NOTED,ARE ASSUMED TO BE 'oa v7 '�'� r -AT SLOT TO SLOT CONNECTIONS, TWO WASHERS ARE REQUIRED, UNWORMLY DISTRIBUTED.E.WHEN SUSPENDED FROM ER SYSTEMS.LIGHTING.HVAC ,.., g 52 N 0 STRUCTURAL PARAPET 0 NON-STRUCTURAL PARAPET EOIAPMEM,CEIJNIS.ETC..ARE SUSPENDED FROM ROOF MEMBERS.CONSULT THE M.B.S. U $ ONE ON EACH SIDE OF THE CONNECTION. EXTERIOR WALL CORNER TRIM FINISH:Lightstone SP IF THESE CONCENTRATED LOADS EXCEED 200 POUNDS.OR IF INDmDUAL MEMBERS ARE • 5)NUCOR BUILDING SYSTEMS SHALL BE NOTIFIED PRIOR TO ANY EXTERIOR BASE TRIM, PAINTED:Lightstone SP TOP OF PARAPET HEIGHT: LOADED SIGNIFICANTLY MORE THAN OTHERS. 0 FIELD MODIFICATIONS.MODIFICATIONS SHALL BE APPROVED BY NUCOR BEFORE 2)THE DESIGN OF STRUCTURµ MEMBERS SUPPORTING GRAVITY LOADS 5 CONTROLLED WORK IS UNDERTAKEN. BACKER PANEL, TYPE: , FRAMED OPENING TRIM, PAINTED:Lightstone SP GAGE FINISH: BY THE MORE CRITICAL EFFECT Or ROOF LIVE LOAD OR ROOF SNOW LOAD.AS p 6)µL WELDING MUST BE PERFORMED BY ABS QUALIFIED WELDERS 0 X CANOPY (EXPOSED BEAM), PROJECTION: DETEfoMX'�Eo BY THE APPLICABLE COOK. ' R FOR THE WELDING PROCESSES AND POSITIONS INDICATED. WALL FRAMED OPENING, SIZES: FSW(4) 10'-0" X 12'—D" µL WORK MUST BE COMPLETED AND INSPECTED IN AT SAVE LINE ❑ BELOW SAVE ❑ BLILDIK ACCORDANCE WITH THE APPLICABLE BSW none ELECTRODES USED FOR THE SMAW(OR STICK)WELD PROCESS MUST BE 70 KID STEEL AND LOW HYDROGEN CONTENT. LEVI(2) TO'—O" X12-0 ROOF PANEL. TYPE: —GAGE. FINISH: ROOF DEAD(PSF 7)COMMON ABBREVIATIONS: SOFFIT PANEL, TYPE: _GAGE. FINISH: PM.COL lY 3 P LAND-TYPICAL UNLESS NOTED OTHERWISE 1) SAM.-SIMILAR RCA none C• z b Av-SHORT LEG VERTICAL 9).ARC-NOT N CONTRACT SOFFIT TRIM AT BUILDING LINE PAINTED: SNOW CI: 1.00 c LLv-LONG LEG VERTICAL A)SL-STEEL LINE INTERIOR WALL SHEETING, TYPE: N/A —GAGE, FINISH: Q d NS& FS-NEAR SIDE AND FAR SIDE i N/A-NOT APPLICABLE CLEAR UNDER CANOPY BEAM: S DIV Cs: 1.0 J e A -OV OL. ERALL LENGTH LI NBS-NUCOR BUILDING SYSTEMS PARTITION WALL SHEETING, TYPE: N/A _GAGE, FINISH: ROOF SNOW PS 5 8)CONSTRUCTION LOADS SMALL NOT BE PLACED ON ANY STRUCTURAL STEEL INTERIOR WALL TRIM, PAINTED: N/A ❑ X SAVE EXTENSION (CONCEALED BEAM), PROJECTION: WBf(1 :Closed CD FRAMEWORK UNLESS SUCH FRAMEWORK IS SAFELY BOLTED.WELDED.OR OTHERWISE ADEQUATELY SECURED. YES NO SOFFIT PANEL, TYPE: —GAGE. FINISH: 9)PURUNS AND GIRTS SHALL NOT BE USED AS AN ANCHORAGE POINT FOR A N SEISWC R A Q FALL ARREST SYSTEM UNLESS WRITTEN APPROVALIS OBTAINEDFROM NUCOR K 0 GUTTER AND DOWNSPOUTS. DOWNSPOUTS PAINTED:Lightstone SP SOFFIT TRIM AT BUILDING LINE PAINTED: SE15MC Cs N/A W BUILDING SYSTEMS. RAKE EXTENSION, PROJECTION: BASE SHEAR KIPS 0 WALKD00RS, QUANTITY:(3) 3070 PAINTED:Polar White SP ❑ Cl 10)PURUNS MAY ONLY BE USED AS A WALKING/WORKING SURFACE WHEN J INSTALLING SAFETY SYSTEMS,AFTER ALL PERMANENT BRIDGING HAS BEEN INSTALLEDSOFFIT PANEL, TYPE: —GAGE, FINISH: Q M W AND FALL PROTECTION IS PROVIDED. 0 Q" Ih WINDOWS: PAINTED: 11)CONSTRUCTION LOADS MAY BE PLACED ONLY WITHIN A ZONE THAT IS WITHIN 6 SOFFIT TRIM AT BUILDING LINE PAINTED: W .. 0 INSULATION (NOT BY MBS), ROOF: 4 INCH WALLS: 4 INCH FEET OF THE CENTER-UNE OF THE PRIMARY SUPPORT MEMBER. CFR BUNDLES zLAJ Vi (n MCI SHOULD BE PLACED DIRECTLY OVER THE RIGID FRAMES. 0 K CRANES (SEE CRANE PLAN FOR ADDITIONAL CRANE INFORMATION) - - - (, E Yr GENERAL DESIGN NOTES AND MATERIAL SPECIFICATIONS ❑ K MEZZANINE (SEE MEZZANINE PLAN FOR ADDITIONAL MEZZANINE INFO) - Q u' 1.ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS ARE ❑ WALL TRANSLUCENT PANELS: .-. - - - Q W O 0. DESIGNED IN ACCORDANCE WITH THE RISC "SPECIFICATIONS FOR THE W 0. - _j DESIGN, EFABRICATION.AND ERECTION IOFT STRUCTURAL STEEL BUILDINGS" ❑ K ROOF TRANSLUCENT PANELS: - a N ICU LA_ ALLOWABLE STRESS DESIGN. E EDITION. N JOB NUMBER: 2.ALL WELDING OF STRUCTURAL STEEL IS BASED ON ABS Dl.l "STRUCTURAL WELDING CODE".LATEST EDITION. INSULATED PANELS YES 0 NO 0 ! 7 3.'f COLD FORMED 5PECIFCATIONS FOR THEE DESIGN OF COLDRS ARE DESIGNED FORMED ACCORDANCE STEEL STRUCTURAL ❑ PIPE JACKS, SIZE: QUANTITY: r V� •C )/ MEMBERS',LATEST EDmoN. S5J0556A 4.ALL WELDINGOF COLD FORMED STEEL IS BASED ON ABS01.3 ROOF FRAMED OPENINGS, SEE ROOF FRAMING PLAN FOR SIZES "SiRUCTURµ WELDNG CODE - SHEET STEEL.LATEST EDITION. ❑ S. IF JOISTS ARE INCLUDED WITH THE PROJECT.THEY ARE SUPPLIED AS A PART T��pp�N► RIDGE VENTS, 10'-0" LONG X 9" THROAT. QUANTITY; 4 r �� ERECTION MANUALS REQUIRED SHEET NO: OF THE SYSTEMS-ENGINEERED METAL BUILDING AND ARE FABRICATED IN tell 0 �.` ^T ` ` "� � +i ) ('t- C ACCORDANCE WITH THE REQUIREMENTS OF SECTION 1926.758 OF THE OSHA t (MANUALS ARE SHIPPED WITH THE 81)11,0610 IN A C 1 of f 1 SAFEEY STANDARD FOR STEEL ERECTION. DATED JANUARY 18, 2001. _ WAREHOUSE PACKING CRATE) 6.MATERIAL SPECIFICATIONS: PLATE AND FLANGE MATERIAL: ' fy �1 j ) 7 ❑ CFR ROOF (ROLLED SEAM) H9600 5"-12"WIDE AND THOU I"THICK-A529 GRADE 55 '�t, I/ a L' )�� � I / y g"!r)J Y `' 1 ) ` ( ) / J L _ N CLASSIC ROOF SHEETING (H9420) BUILT-UP STRUCTURAL WEB MATERIAL A1OI I SS(OR HSLOS CLI)GR 55 L J� �r` OTHERS A-36 �� Itti / C �;rT= �j ' (j ® WALL SHEETING (H9430) STHORUCTURAL EDAL STRUCTURAL A-36 OR A572 GRADE 50 C �.-�' .--a "�, n)'4 I } DRAWING INDEX STRUCTURAL TUBE ASOO GRADE 8(46 KID) / 4- STRUCTURAL PIPE ASOO GRADE B(42 K51) PERIMIT SE O eCOLD-FORMED STRUCTURAL A1O11 SS(OR HSLAS CLI)GR 55 FOR OR REVISIONS ) 1p RPB ROOF PANELS A792 GRADE 80 STANDING SEAM ROOF PANELS A792 GRADE 50.CLASS I THIS IS NOT AN APPROVAL SET.NO CHANGES COVERSHEET_Cl rt e T FOR CHANCE WIC REMOVE REQUES ANCHOR BOLT DRAWINGS Ft. F2 THIS P TANS cNLY o HE R-PANEL LNG A-PANEL SIDING A653 GRADE 50,CLASS , OR CAN BE MADE.ANY FROM ThE S }PULE (C®� III.1 Norris,P.E. A792 GRADE 50.CLASS I THE PROJECT MATERIALS DESIGNED AND SUPPLIED y COLUMN BASE REACTIONS Rt ROD BRACING A-36 �}� 8Y NUCOR BUILDING SYSTEM$,A CABLE BRACING________________A475 COATING CLASS A.GRADE ENS,7-WIRE 200 es/one Road STRUCTURAL/SHEETING DRAWINGS ET - E7 DIT NO NUCOR CORPORATION. Swansea, S.C. 291 6 Y ARE THE PRODUCT OF NUCOR WELDS ASS 01.1 LATEST EDITION BUILDING WHICH THEY REPRESENT HIOH-STRENGTH BOLTS A-325 TYPE I HEAVY HEX OR Florida P.E. LDINC SYSTEMS. THE REGISTERS M90 TYPE t HEAVY HEX JC 1l®YaV.8a E N'o. 56425 DETAILS DT - D7 PROFESSIONAL ENGINEER WHOSE MACHINE BOLTS A-3D7 GRADE A OR SEAL APPEARS ON THESE DRAWINGS IS EMPLOYED BY NUCOR GUIDING SYSTEMS AND DOES NOT SERVE AS TR ,INN 1 NUC UIL IN M OR REPRESENT THE PROJECT ENGINEER OF RECORD AND 9W.. NOT_BYCOWSTRtIEYIASISIClI ANCHOR BOLT SUMMARY o --------- ----- ----- 3 135'-0"OUT-TO-OUT OF STEEL 2 3 4 5 6 0TT1 Loc C j Prof) 25'-0" 20'-0" 25'—0" 25'-0" 20'-0" 20'-0' --------- ----- ----- - O 40 EW 3/4" 3.00 N 40 RF 1" 3.00 a 16 WV 1 3.00 2 r� W U V V T.7 ' 1 �+ n ANCHOR BOLT PLAN Tr T T T FE E E °° GENERAL NOTES • 1. THE SPECIFIED ANCHOR BOLT SIZE ASSUMES Do DO CO A36 THREADED ROD MATERIAL FOR BOLTS. I I v I EQUAL DIAMETER A307 BOLTS MAY BE USED a� 00 IN PLACE OF THREADED ROD. ANCHOR BOLT EMBEDMENT LENGTH IS TO BE DETERMINED BY THE FOUNDATION DESIGN ENGINEER. m o o B o B( !Ja.0 o 0 0] 2. NUCOR BUILDING SYSTEMS IS NOT , a �^ RESPONSIBLE FOR FOUNDATION DESIGN. THE FOUNDATION DESIGN SHALL BE DONE BY A t zm REGISTERED PROFESSIONAL ENGINEER :2 FAMILIAR WITH LOCAL SITE CONDITIONS.CD 0 I i 3. ALL ANCHOR BOLTS, FLAT WASHERS FOR `u) in ANCHOR BOLTS, EXPANSION BOLTS, AND ALL 3 8 N N CONCRETE/MASONRY EMBEDS ARE NOT BY D C NUCOR BUILDING SYSTEMS. Cm _ Up p ' • 4. THIS DRAWING IS NOT TO SCALE. 0 U o o B s-I Boo U 5. FINISHED FLOOR ELEVATION 100'-0" 6. "SINGLE" CEE COLUMNS SHOULD BE ORIENTED WITH THE "TOES" TOWARD THE p LOW EAVE UNLESS SHOWN OTHERWISE. p O = O z I I v I Z in � N - O N 5 m J wWc cc 00 006 B < w 1— w Fo, OO W 0 M C9 n Do Do 3 a 0 4 d u 0 = 7 Q R C D F FD D D w a o J a 00 o o •T• •T••• •• •T• •T• •T• 0o A .'1 •1•'•• ••'•E• A oo JOB NUMBER: w Corey D.Norris,P.E. S5,10556A 200 Whetstone Road Field Field Field Field Swansea, S.C.29160 SHEET NO: Florida P.E.No. 56425 F 1 of 2 25'-0" 20'-0" 25'-0" 25'-0" 20'-0" 20'-0" 1 2 3 4 5 6 7 O Via— 3/4" ANCHOR BOLT PLAN C Dia=1" NOTE: All Base Plates O 1O0'-O (U.N.) 1AILUSE ONL1 EF ��i("_ R PEIl IT AUG 09 2005V {� SION D^^ +of IDS N CORPORATION. C O'`RE^ 1HE NG WHICH THE IRE RESET �•Y' BARE WHICH THEY REPRESENT THIS IS NOT AN APPRDVAI SET NO CiaAN ARE THE PRODUCT OF NUCOR T F9R CHANGE WILL REMOVE LWNG SYSTEu5. I RE PROFESSIONAL N THE ER WHOSE CAN BE MADE.ANY REQUES SEAL APPEARS GH TTIESE DE IS EMPLOYED BY NUCOR THE PROJECT FROM THESCHEDUL SYSTEMS NIO ODES HDT OR REPRESENTTHE PRENGINEER OF RECORD AH T BE CTRUCD Dia= 3/4" 8„ Dia= 111 8„ (n I N O 1 O LO o 0 w uL> cj 1 4J1 _ I 4„ o COLUMN E E 0a 0 j 0 a 2„ I 4„ FLOOR � 2,/ 2„ 8 2„ 2,1 8 J_J[ EW SW ANCHOR BOLT � � - 1 '-4" See Plan A d Iv_ DETAIL A DETAIL D TYPICAL COLUMN BASE PLATE DETAIL 0 .!�� <h N 1, Dia= 3/4" „ Dia= 1 „ = W§- ______ - _____ :fl P_T8 8 A Q � 3 & � It <� ZW i i8f L0 3'f. CLR. OPENING �3i S i > a 'RE 1j O 1 O 4 ® 0 4 (USE (2) 1/2" DIA EXPANSION g 2„ _ 411 BOLTS PER COLUMN) --J --1-- GIRT DEPTH + 2"LJ _1 c� z IJ " „ 8 8 m 2 2 2 2 EW SW SECTION A See Plan See Plan RECOMMENDED a W TYPICAL OVERHEAD DOOR DETAIL B DETAIL E FRAMED OPENING J J Dia= 1 " „ Dia= 1 " 8 g 1 — -- lime a o 1 ,_2" 8 NUMBER: SSJ0556A SHEET NO: 4 i I Corey D.Norris,P.]E. F2 of 2 200 Whetstone Road Swansea, S.C. 29160 1 --i-- 4 Florida P.IE.No. 56425 8 11 SW 2„ 2„ EW FOR PERMIT USEONLY MAILED TNED ONLY. H 1 '-4" 11ATERWS DESKHI IN AND SUPPLIED BY NUCOR BURDNG SYSTEMS,A THIS IS NOT AN APPROVAL SET.NO CHANGES OR REVISIONS °' RAwn" D THE MET SW CAN BE MADE,ANY REQUEST FOR CHANGE WILL REMOVE AUG 0 92005 OW WMCH THEY REPRESENT See Plan 4 THE PROJECT FROM THE SCHEDULE ARE THE PRODUCT OF NUCOR 4.DIND SYSTEMS. THE REQSTERE PROFESSIONAL N THE ER RAUN I5SAL APPEARS ON THESE BUILDING INGS IS EMPLOYED NUCOR BR. A D ETAIL C DETAIL F SYSTEMS PRE DOES N0'SER1�E A5 OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL T RIGID FRAME: BASIC COLUMN REACTIONS (k ) Frame Column ----Dead---- -Collateral- ----Live---- --Wind_Li--- --Wind_R1--- --Wind_L2--- (I (1 Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Y COLUMN LINE 2 A 3.02 4.02 2.60 3.05 10.37 12.14 -14.20 -15.58 -7.29 -10.87 -9.96 -8.88 2 E -3.02 4.09 -2.60 3.05 -10.37 12.16 7.28 -10.89 14.21 -15.61 2.97 -4.16 3 * A 3.33 436 2.90 3.38 11.54 13.46 -15.51 -17.19 -8.42 -12.15 -10.79 -9.75 3 * E -3.33 4.58 -2.90 3.40 -11.54 13.54 8.39 -12.23 15.54 -17.27 3.59 -4.74 Frame Column --Wind_R2--- -Seismic_L-- -Seismic_R-- --LnWind_L-- --LnWind_R-- ---LnSeis--- x U CA Line Line Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert Horiz Vert u C-) 2 A -2.98 -4.15 0.00 0.00 0.00 0.00 -8.61 -14.66 -9.10 -11.81 0.00 0.00 2 E 9.97 -8.89 0.00 0.00 0.00 0.00 9.10 -11.84 8.60 -14.68 0.00 0.00 2 3 * A -3.62 -4.70 0.00 0.00 0.00 0.00 -9.60 -16.26 -10.11 -13.09 0.00 0.00 3 * E 10.82 -9.79 0.00 0.00 0.00 0.00 10.15 -13.18 9.55 -16.35 0.00 0.00 3 * Frame lines: 3 4 5 6 9 Fi H N � tV iv ENDWALL COLUMN: REACTIONS. ANCHOR BOLTS, & BASE PLATES 0 FRAME LINE ------- Column_Reoctions (k )------------------- '^ Out—Of—Plane Frm Col Dead Coll Live Wind—Left Wind—Right Wd P Wd S Anc. Bolt Bose Plate (in) Grout a Line —Line--Vert — Vert — Vert — Horiz_Vert ---Horiz—Vert ---Horiz Horiz NoD(in) WidLen Thk (in)— RIGID FRAME: ANCHOR BOLTS & BASE PLATES 1 E 0.4 0.3 1.8 0.0 -1.2 1.0 -3.4 -1.4 1.5 4 0.750 8.000 8.500 0.380 0.0 1 D 1.3 1.1 6.8 1.0 -5.8 0.0 -7.8 -3.3 3.6 4 0.750 8.000 12.50 0.380 0.0 1 C 1.0 0.8 4.8 0.0 -4.3 0.0 -4.3 -4.1 4.5 4 0.750 8.000 12.50 0.380 0.0 t zCO n ---------------------------------- 1 B 1.3 1.1 6.8 0.0 —7.8 1.0 —5.8 —3.3 3.6 4 0.750 8.000 12.50 0.380 0.0 ' �dn^ Frm Cal Anc. Bolt Bose Plate (in Grout 1 A 0.4 0.3 1.8 1.0 —3.4 0.0 —1.2 —1.4 1.5 4 0.750 8.000 8.500 0.380 0.0 r1 8. Ag Line Line NoD(in) Wid Len hk (in) �" 7 E 0.3 0.2 1.5 0.9 -2.6 0.0 -1.0 -1.4 1.5 4 0.750 8.000 8.500 0.380 0.0 = a & ------------------------------ 7 D 1.1 0.9 5.7 0.0 -6.4 0.9 -4.5 -3.3 3.6 4 0.750 8.000 12.50 0.380 0.0 , - 2 A 4 1.000 8.000 12.57 0.375 0.0 7 C 0.9 0.6 4.1 0.0 -3.5 0.0 -3.5 -4.1 4.5 4 0.750 8.000 12.50 0.380 0.0 >_ 2 E 4 1.000 8.000 12.75 0.375 0.0 7 B 1.1 0.9 5.7 0.9 -4.5 0.0 -6.4 -3.3 3.6 4 0.750 8.000 12.50 0.380 0.0 �; 3m - 7 A 0.3 0.2 1.5 0.0 -1.0 0.9 -2.6 -1.4 1.5 4 0.750 8.000 8.500 0.380 0.0 y a N RIGID FRAME: ANCHOR BOLTS & BASE PLATES BRACING REACTIONS, PANEL SHEAR U NN v �v t Reactions (k ) Panel _` ,;; ---------------------------------- ---Wall-- Col --Wind----Seismic— Shear , r = _ Frm Col Anc. Bolt Bose Plate (in) Grout Loc Line Line Horz Vert Horz Vert (lb/ft) Line Line NoD(in) Wid Len Thk (in) ---------------------------- ------ L L_EW 1 Bracing In Roof To Rigid Frame 3 * A 4 1.000 8.000 12.57 0.375 0.0 F_SW E Wind Column In Wall 3 * E 4 1.000 8.000 17.00 0.375 0.0 R_EW 7 Bracing In Roof To Rigid Frame B_SW A Wind Column In Wall 3 * Frame lines: 3 4 5 6 WIND COLUMN REACTIONS GENERAL NOTES m J t Reactions 1. REACTIONS REPORTED FOR LIVE LOAD ARE ACTUALLY THOSE RESULTING FROM THE LARGER OF ROOF LIVE Q ---Wall-- Col Horz Vert Moment Anc_Bolt Bose_Plote(in) AND UNIFORM ROOF SNOW. W Loc Line Line R/L Load_Id (k ) (k ) (f—k ) No Dia Width Length Thick rn 2 ------------------------------- ------ -- ----- ----- ----- ---- 2. ALL LOADING CONDITIONS ARE EXAMINED AND ONLY MAXIMUM/MINIMUM H OR V AND THE CORRESPONDING J W) M F_SW E 3 R Wind 3.05 33.22 49.82 4 1.000 8.00 8.00 0.50 H OR V ARE REPORTED. n F Seismic 0.00 0.00 0.00 w J F a, F_SW E 4 L Wind 3.05 33.22 49.82 4 1.000 8.00 8.00 0.50 3. POSITIVE REACTIONS ARE AS SHOWN IN THE SKETCH. FOUNDATION LOADS ARE IN OPPOSITE DIRECTIONS. Z N ,o Seismic 0.00 0.00 0.00 B_SW A 4 R Wind 3.05 33.22 49.82 4 1.000 8.00 8.00 0.50 4. BRACING REACTIONS ARE IN THE PLANE OF THE BRACE WITH THE H POINTING AWAY FROM THE BRACED BAY. 1 i 0 4 V f H Seismic 0.00 0.00 0.00 THE VERTICAL REACTION IS DOWNWARD. Q B_SW A 3 L Wind 3.05 33.22 49.82 4 1.000 8.00 8.00 0.50 p = W Seismic 0.00 0.00 0.00 " LU N OJ a v JOB NUMBER: S5J0556A SHEET NO: Corey D.No ,P.E. R1 of 1 200 Whetstone Road Swansea, S.C. 29160 ]Florida P.E.No. 56425 l - q �il� THIS PERTAINS ONLY TG TH FOR PERMIT USE ONLY 1DIVERW5 GESIGNED COR SUPPUEG BY NUCOR BURDNG SYSTEMS.A O THE D OF NUCOR CTHE METAL THIS IS NOT AN APPROVAL SET NO CHANGES OR REVISIONS AUG 09 2005 T O PRO A�THE ME BUILDNG WHICH THEY REPRESENOL T ARE THE PRODUCT E xuCGR NC SYSTEMS. THE REGISTERE CAN BE MADE.ANY REQUEST FOR CHANGE WILL REMOVE ' APPEAR ENGINEER HHOSE SEAL APPEAR$ox THESE ORAHINGS THE PROJECT FROM THE SCHEDULE IS EMPLOYED BY NUCOR BULDI+G SYSTEMS Ax0 DOES xDT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL T SPECIAL BOLTS ROOF PLAN 1 7 O ID QUAN TYPE DIA LENGTH WASH 135'-0"OUT-TO-OUT OF STEEL 1 4 A325 --172-r- 2 0 W 2 3 4 5 6 MEMBER TABLE ROOF PLAN W u 25'-0" 20'-0" 25'-0" 25'-0" 20'-0" 20'-0" MARK PART LENGTH = P-1 08Z086 329.000 u A, P-2 08Z060 298.500 P-3 08Z060 358.500 P-4 08Z060 269.000 P-5 08Z086 329.000 QA E-6 1 1-1 E-2 1 2-1 E-3 1 2-1 E-3 1 2-1 E-2 1 2-1 E-5 P-6 08Z060 269.000 \_P-i(Ty ) P-3(Typ) P-2 T E-1 08E076 299.500 �I II E-2 08E076 239.500 - I ER P-2(Typ) P-3(Typ) P-4(T 4 IW E-3 08E076 299.500 E-4 08E076 239.500 E-5 08E076 239.500 -6 08E076 299.500 -1 RDB- 364.000 L �� N G S N CB-2 RDB- 366.000 ^� �i . tJ CB-3 RDB- 317.000 =th th o wi 0 RF1-2 KRF2-2 RF2-2 RF2-2 RF2-2 Is CB-4 RDB- 320.000 CB-5 RDC- 376.000 8$ " x • CB-6 RDB- 419.000 ROOF FRAMING PLAN Q ~ LA8 `�a.Js YJ ER-2 ER-3 i o - GENERAL NOTES u = � S I 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: u ,� C�1 I N ROD CABLE ,: RDB- = 5/8" ROD CAA- = 1/4" CABLE R RDC- = 3/4" ROD CAB- = 3/8" CABLE M l ..j r'> RGA0 1 RDD- = 7/8" ROD CAC- = 1/2" CABLE I 0 II RDE- = 1" ROD RDF- = 1 1/8" ROD wi P-5(Typ) P-2(Typ) P-3(Typ) P-3(Typ) P-2 Typ P-6(Typ) Iw (33) YP YP YP RDG- = 1 1/4" . PURLIN AND EAVE STRUT CONNECTIONS UTILIZE BOTH ER-3 A307 AND A325 BOLTS. REFER TO THE DETAILS ER-2 FOR SPECIFIC USAGE REQUIREMENTS. 03 I 3. THIS DRAWING IS NOT TO SCALE. F I N w 0 I G0 � I J I I RF1-2 -3 RF2-3 RF2-3 RF2-3 N n Q II I Z wl jw ..r N // - ________ - NN - ___________ - - - -� 200 Whetstone A Norris, P.E.EyD a o o a 200 6`one Road ER-4\ a 1 1 N Swansea, S.C. 2916® JOB U i 9" � , G0 G � Florida P.lE.No. 56425 S5JO556A w U w SHEET NO: E1 E-1 1 1-3 E-2 1 2-4 E-3 1 2-4 E-3 1 2-4 E-2 1 2-4 E-4 L. Of PURLIN 2'-5 1/4' 2'-5 1 2'-5 1/4;' 2'-5 1/4' 2'-5 1 ROOF LAP 2 -5 1/4" 2'-5 1/4" 2-5 1/4" 2'-S 1/4" 2'-5 1/4" SHEETING ROOF FRAMING PLAN PANELS: 2 6 Ga. CR �✓��� FOR PERMIT USE ONLY' MAILED SYsrois DMSION OF NUCOR CORPORATION. THIS IS NOT AN APPROVAL SET NO CHANGES OR REVISIONS "E MESN BU IUMG " REPRESENT CAN BE MADE.ANY REQUEST FOR CHANGE WILL REMOVE AUG 09 2005 �E THE T N�GR 4GING SYSTEMS. THE REGISTE THE PROJECT FROM THE SCHEDULEENT YmWN SEAT.MPENi5 ON THESE DRAwIN05 IS EMPLOYED BY NUCOR BULGING SYSTEMS AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SMALL SPLICE BOLTS In Splice Quon -----Bolt---- PIECE WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Mark Top/Bot/Int Type Dia Len START END THICK LENGTH W x T x LEN W x T x LEN RF 1—1 12.0/36.0 0.200 180.9 6x1/4" x207.6 6x5/16'x182.4 SP— 1 4 4 0 A325 1.000 3.25 36.0/36.0 0.275 29.8 6x5/8" x 44.1 SP— 2 4 4 0 A325 0.625 2.25 RF1-2 25.0/20.0 0.175 172.9 6x3/8" x 170.8 6x1/2" x 173.0 20.0/20.0 0.150 144.7 6x1/4" x324.7 6x1/4" x323.0 FLANGE BRACES: (1) One Side; (2) Two Sides 20.0/20.0 0.125 180.0 RF1-3 36.0/36.0 0.275 29.8 6x5/8" x 44.1 6x1/2" x182.4 >< A — L2525105 36.0/12.0 0.200 180.9 6x1/4" x207.6 6 0 RGA01 N 4 4" RE 26 Go. CR. 1'-4' 1'-4' cc Golvolume 6 SP® 5'--6" 6 SPO 5'-6" a - 1•, SPQ 4'-4 156 1 ' 12 2 2 4'-4 15 16" 12 FBC34A 1) FBC34A 1)FBC34�A�j2).FQC34q(2) FgC34A(t) =00 FBA(2) — FBC36A(1) FBC38A 2) W � io RF1-2 RF1-2 IRD i I m a s + Lr W - I O ip I 1. cD 1 1 < c0 I M 0 CO I 4 OT J s 00 OD & OT+ U OT+ O ILU ILU ''1 to_I to J J at I '-0 —0 5 m O _j rn _J "T Q In LTJ 8" 3'-0 9/16" 82'-6 11 16" 3'-0 3 4' 8" w Q „ CLEAR + z N o V J •7 J Q � C 90'-0" OUT-TO-OUT OF STEEL O W a O a � E JOB NUMBER: RIGID FRAME ELEVATION S5J0556A FOR FRAME LINE 2 Corey D.Norris,P.E. SHEET E2 of 7 GENERAL NOTES 200 Whine Rig 1. IF FLANGE BRACING IS REQUIRED ON BOTH SIDES OF AN Fl EXPANDABLE S.C. 2916 EXPANDABLE RIGID END FRAME, THE OPPOSITE SIDE FLANGE Florida P.E.No. 564250 / 1 BRACES WILL HAVE TO BE INSTALLED AT THE TIME OF ! J FUTURE EXPANSION. THESE FLANGE BRACES HAVE BEEN PROVIDED, AS REQUIRED, FOR THIS FUTURE CONDITION. 2. RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO p� EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS REMOVED.FIPERMIT �L' U GALLY SEALPERTAINS ONLY TO E LV SEAL BUILDDESIGNED HID SUPP.A BY NUCOR BUILDING SYSTEMS,A THIS IS NOT AN APPROVAL SET NO CHANGES OR REVISiON� AWOFASION OF NUCOR CORPORATION. tNE ORAWHICH AND THE RETAL CAN BE MADE ANY REQUEST FOR CHANGE WILL REMOVE WNR ,NEYEGI AUG 0 9 2005 ARE THE PRODUCT NUCOR NC SIONS. . THELWHGS THE I7 . PROFESSIONS. THE E RCJJECT FROM THE SCHEDULE IS "`L°"'"`SG Y TEMS AND DY SUNOASY ORNR PRE ENT NOAs OR REPRESENT THE ENGINEER OF RECORD LL T NE CONSTRUED AS SUCH. SPLICE BOLTS (in) WEB DEPTH WEB PLATE OUTSIDE FLANGE INSIDE FLANGE Splice Quon -----Bolt---- PIECE START END THICK LENGTH W x T x LEN W x T x LEN Mork Top/Bot/Int Type DiO Len RF2-1 12.0/36.0 0.200 180.9 6x1/4" x207.6 6x5 16x182.4 SP— 1 4 4 0 A325 1.000 3.25 36.0/36.0 0.275 29.8 6x5/8" x 44.1 SP- 2 4 4 0 A325 0.625 2.25 RF2-2 25.0/20.0 0.175 172.9 6x1/2" x170.8 6x1/2" x173.O SP- 3 4 4 0 A325 1.000 3.25 20.0/20.0 0.150 144.7 6x1/4" x144.7 6x1/4" x323.0 20.0/20.0 0.125 180.0 6x5/16"x180.0 13 FLANGE BRACES: (1) One Side; (2) Two Sides RF2-3 20.0/20.0 0.125 180.0 6x5/16"x 180.0 6x1/4" x323.O A — L2525105 20.0/20.0 0.150 144.7 6x1/4" x144.7 6x5/8" x172.8 U .- 20.0/25.0 0.175 172.8 6x1/2" x170.6 RF2-4 36.0/36.0 0.275 29.9 6x5/8" x 44.2 6x5/8" x181.8 36.0/16.0 0.200 180.7 6x3/8" x207.6 RGAO 1 N 1/4„ 22'-7 1/4• 'f 22'-7 26 Go. CR, GolvOlume 6 SP® 5 -6„ 6 SPO 5'-612 " 2'-0' 2 SPA 4'-4 15 16' 2 SPA 4'-4 15 16' 2'_0^ 12 0 -- N N FBC34A 1)FBC34A 2) FBBCC34A(2) FBC34A(1) FBC34A 1 4 $ cc >K FBC34A 1) oo _ — —Q — —3 ) FBC36A 1 I+ JN � -a FBC3388A(2) —FBC36A 1) _ _ — _ — — — — — — — — FBC38�) W" J•• I m Fg o RF2-2 RF2-3 io D aM � I _ I I 0P.I I ' En En N i I c m i I bZr g o io I i I W io I I O 0 '- I GQ � z o m y IW v o Q In J U a� m (0 J I.,Q W n 8„ 3'-0 9/16" n 82'-6 7/16" 3'-1" CLEAR +/- Z 'W'ww V J = 0 � 90'-0" OUT-TO-OUT OF STEEL • W a W O G N 7 LL tQ U JOB RIGID FRAME ELEVATION US5J S5J0556A FOR FRAME LINE 3 4 5 6 SHEET NO: GENERAL NOTES 7 Corey D.Norris,P.E. E3 Of 200 Whetstone ROW 1. IEXPANDABLE DGE BRACING ISEND FRAME, THE BOTH SIDES OF AN FOR PERMIT ;, 4 S E ON LV Swansea, t RIGID FRAME. THE OPPOSITE SIDE FLANGE U �y�I S.C. 29160 BRACES WILL HAVE TO BE INSTALLED AT THE TIME OF Florida P.E.No. 56425 FUTURE EXPANSION. THESE FLANGE BRACES HAVE BEEN THIS IS NOT AN APPROVAL SET.NO CHANGES OR REVISIONS 1C 0dd7t J� 1G PROVIDED. AS REQUIRED, FOR THIS FUTURE CONDITION. 2. RIGID FRAMES SHALL HAVE 50% OF THEIR BOLTS INSTALLED CAN BE MADE.ANY REQUEST FOR CHANGE WILL REMOVE AND TIGHTENED ON BOTH SIDES OF THE WEB ADJACENT TO THE PROJECT FROM THE SCHEDULE EACH FLANGE BEFORE THE HOISTING EQUIPMENT IS REMOVED. 'A/� L/,A��ED j�l, THIS SEAL PERTMNS ONLX TO WS MATER DESIGNED AND SUPPLIED BY NUCOR BUILDING SYSTEMS.A RAR NU COR NUCOR CORPORATION. THE THE DRAWINGS AND THE METAL AUG 09 2005 BUILDING WHIP'THEY REPRESENT ARE THE PRODUCT OF NUCOR LbING SYSTEMS. THE REGISTERE PROFESSIONAL.ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS EMP.OYED BY NUCOR BUILDING SYSTEMS AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL T SE CONSTRUES AS SUCH. TRIM TABLE FRAME LINE E 01D PART LENGTH DETAIL 1 BSB01 122.000 2 OCAO1 242.000 3 MFBO1 121.000 TRIM_? 4 H4000 5.000 TRIM_21 W W 5 RCAO1 9.250 6 GRA01 8.000 7 RCA02 9.250 7 8 GTA02 242.000 TRIM_21 135'-O"OUT-TO-OUT OF STEEL 9 LEAO1 122.000 TRIM_1 10 CTAO 1 121.000 TRIM_1 2 3 4 5 6 11 CCA02 145.000 TRIM_19 12 JTA04 145.000 TRIM_11 25'-0" • 20'-0" 25'-0" • 25'-0" 20'-0" 20'-0" 13 CCAO1 121.000 TRIM_19 14 HTA04 122.000 TRIM 14 6'-0" SPECIAL BOLTS O ID QUAN TYPE DIA LENGTH WASH c I6 E-1 J4 E-2 E-3 E-3 E-2 E-4 16 1 4 A325 1/2" 2 0 MEMBER TABLE L9 I FRAME LINE E G-10 G-11 H M G-13 G-13 J _ - -i4 G-15 MARK PART LENGTH l o - WF-1 W1813625 182.690 O , $� MAR02 DH-.1 iIH DH-1 IIH OH-1 DH-1 I I o zao �� n VT I X 1 G-t 3 G-15 I DJ-1 F08C060 157.750 O gN Xv G-12 --- - G-14 --- - ao DH-1 F08C060 120.000 M $ of OPEN TO --o -i i �i i TT i MASONRY I E-1 08E076 299.500 = :_I! iir!_ ` G-15 1 4'-0' E-2 08E076 239.500 3i- W E-3 08EO76 299.500 y8 MAR02 J 3'-6 E-4 08E076 239.500 a W� r, --- ----------I -------- -- IH --- -- ----HI -__--- -------- ------ --- r, G-10 OBZ060 315.500 O EC-5 RF1-3 RF2-4 Field RF2 4 Field RF2 4 Field RF2 4 Field EC-1 G-1 1 08Z060 271.500 u _ $ 80 ^ 0'- " t 0'-0" 10'-0" G-12 08ZO76 315.000 � W I. G-13 08ZO76 331.500 , G-14 08ZO71 271.500 �z G-15 08ZO86 255.500 = O g GIRT t'-3 3/ate_ 1'-3 3/t 1 -3 V-3 3/ate i'-3 3/ i'-3 3/4 -3 3/4" SIDEWALL FRAMING PLAN LAPS i -3 3/4" 3/4" SIDEWALL FRAMING: FRAME LINE E GENERAL NOTES 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: ? ROD CABLE 0 J ROB- - 5/8" ROD CAA- = 1/4" CABLE 5 ROC- = 3/4" ROD CAB- - 3/8" CABLE m ROD- = 7/8" ROD CAC- = 1/2" CABLE J ROE- - 1" ROD Q (Gutters with 7 downspouts) RDF- = 1 1/8" ROD ~ 4 5 6 8 9 1 4 7 6 RDG- = 1 1/4" ROD m J 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR H INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING W o 3 - __ O OF GIRT WEBS TO ALLOW FOR BRACING. 2 I I 1 I I I I I I I I I I I I 1 1 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL = Q n N r- n N N IN IN fN n (N 1N iN IN IN IN - - REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. z Q J 3 0 W a I 1 I 1 I I 1 I 1 I 1 1 1 I I I 14 I I 1 I I i 1 I I I I 4. THIS DRAWING IS NOT TO SCALE. u N O a I iN - NN NNNn INNNNNNNNNNNI NN JNNNNNN l O JOB NWBER: > 1 1 1Q 11 00 1 1 1 1Q 11 Corey D.Norris,P.E. S5J0556A 200 WhetstoneRoad I0: E4 of i Florida P.E.No. 56425 SIDEWALL SHEETING & TRIM: FRAME LINE E PANELS: 26 Go. CW — Lightstone SP S'cSM � FORPERMIT USE ONLY MAILED � R DE ISUDPP BY NUCOR SURDNG SYSTEMS.A THIS IS NOT AN APPROVAL SET NO CHANGES OR REVISIONS °HE NCCORA1N. CAN BE MADE.ANY REQUEST FOR CHANGE WILL REMOVE AUG 0 9 2005 .DING STEMS. T l ARE THE PRODUCT OF NUCOR PROFS SYSTEMS. THE RECI WHOSE TNFT1� PROJECT FROM THE SCHEDULE PROFESAONAL ENUCO R EMPLOYED BAY Nth BUIDINC SYSTEMS AND DOES NOT SENvE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL T RE CYSTM AS SUCH TRIM TABLE FRAME LINE A OID PART LENGTH DETAIL 1 BSB01 122.000 2 OCA01 242.000 3 MFB01 121.000 TRIM_? 4 H4000 5.000 TRIM_21 = 5 RCAO1 9.250 6 GRA01 8.000 m 7 7 RCAO2 9.250 135'-O"OUT-TO-OUT OF STEEL 1 8 GTA02 242.000 TRIM_21 9 LEAO1 122.000 TRIM_1 6 5 4 3 2 10 CTAO 1 121.000 TRIM 1 20'-0" 20'-0" 25'-0" 25'-0" 20'-0" 25'-0" SPECIAL BOLTS O ID QUAN TYPE DIA LENGTH WASH 1 4 A325 1/2" 2" 0 MEMBER TABLE 16 1 J4 i 1 1 1 16 I^ E-5 E-2 E-3 E-3 E-2 E-6 FRAME LINE A MARK PART LENGTH I I WF-1 W1813625 182.690 a G-16 G-11 G-17 II G-17 G-11 G-18 I E-2 08E076 239.500 E-3 08E076 299.500 H I O 00 E-5 08E076 239.500 @ I I I E-6 08E076 299.500 r $N G-16 G-11 G-17 G-17 G-11 G-18 C° ao G-11 08Z060 271.500 0 � I G-16 08Z060 255.500 8$ . . Ny G-16 G-11 G-17 G-17 G-tt G-18 1 4 -0 G-17 08Z060 331.500 s W 3 & W MAR02Jjjj Ti 1 3'-6 G-18 082076 315.500 <- c W -------------- -------------- ------------ ----------- ---------- ----------- - --- SIDEWALL FRAMING PLAN F T I I IH HI I �J 11 ar T,i .-N EC-6 RF2-1 RF2-1 RF2-1 RF2-1 RF1-1 EC-1 GENERAL NOTES U GIRT 1'-3 3/4f 1'-3 3/t 1'-3 3/4f 1'-3 3/41_ 1'-3 3/t 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: LAPS 1'-3 3/4" 1 -3 3/4 1 -3 3/4" 1 -3 3/4" 1'-3 3/4" ROD CABLE RDB- = 5/8" ROD CAA- = 1/4" CABLE 9Nuz 8 o SIDEWALL FRAMING: FRAME LINE A RDC- - 3/4" ROD CAB- = 3/8" CABLE L ; g RDD- = 7/8" ROD CAC- 1/2" CABLE RDE- - 1" ROD RDF- - 1 1/8" ROD RDG- - 1 1/4" ROD Z 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING (Gutters with 7 downspouts) OF GIRT WEBS TO ALLOW FOR BRACING. 4 5 6 8 9 1 4 7 6 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL J REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. W 4. THIS DRAWING IS NOT TO SCALE. rn 2 _J "T Q W W Q rn 3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 W N n 2 I I 1 I I I I I I I I 1 I I I I I I 1 I I I I I ► I I I 1 I I I I 1 I 1 I I 1 I I I I I I Q J iN iN iN iN iN iN tN iN iN iN iN N - - i- - - - - - - - - - - - - - - - - - - - - - - i- - - - i— iN rN iN Q = Corey D.Norris,P.E. a 200 Whetstone Road ,�NUMBER: Florida a,P.E. . 291 S5J0556A JL-lo i� JLINo. 56425 SHEET NO: E5 of 7 SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. CW — Lightstone SP l ` FORPERMIT USE ONLY THIS IS NOT AN APPROVAL SET.NO CHANGES OR REVISIONS MAILED CAN BE MADE.ANY REQUEST FOR CHANGE WILL REMOVE OMSION OF NUCOR TION. THE ORAYINGS AND THE METAL THE PROJECT FROM THE SCHEDULE B`ARE T PRO TM"' NU AUGG V Q LOOS ARN THE r EF JS-K-ILL ILDMG SYSTEMS. THE RPRO APPEARSTHESE ENGINEERWHOSE SEAL APPEARS ON IS EMPLOYED BY NUCOR SYSTEMS AND DOES NOT ORREPRESENTTHEPRENGINEER OF RECORD AN BOLT TABLE FRAME LINE 1 LOCATION QUAN TYPE DIA LENGTH ER-1 ER-2 4 A325 1/2" 2" A 90'-0" OUT—TO—OUT OF STEEL E ER-2/ER-3 4 A325 1/2" 2" ER-3/ER-4 4 A325 1/2" 2" Columns 6 A325 1 2" 2" B C D TRIM TABLE " " 20'-0" 25'-0" 25'-0" 20'-0" FRAME LINE 1 u " OID PART LENGTH DETAIL 1 BSB01 122.000 MAR01 MAR01 2 OCA01 242.000 1"N . 3 MFB01 121.000 TRIM-7 12 ER-2 Al ER-3 12 4 RTA02 242.000 TRIM-2 ER-1 F C -'- - - C B ER-4 5 H4010 16.000 TRIM-3 - _ C H4030 16.000 TRIM-3 N 6" - - -' - G-3 G-5 - - - - - 6' 7 CCA02 145.000 TRIM-19 8 JTA04 145.000 TRIM-11 4'-0" Lg 4'-0" 9 CCA01 121.000 TRIM-19 M G-1 G-2 G-4 G-7 37 10 HTAO MEMBER 1 2A 000 TRIM 14 TABLE n.. DH-1 I $ a DH-1 o,- n 0 o MARK E LINE 0 PART LENGTH C° 0 `° EC-1 W08SO76 197.264 o ^- -- - G-1 - - - - - G-2 G-4 G-6 EC-2 W 12SO98 215.930 o240.931 8$ "' EC-3 W12S125 2 0.93 = JN & 0 N O _� a— — -N —3 G-2 _ c-6 o i EC-4 W12SO98 215.930 N -- - - G 1G 4 EC-5 W08SO76 197.264 Q b i g ER-1 W12S125 181.247 1 1E6- MAR02 T1 1 -1 ER-2 W12S125 359.123 M -- - - r__ - --- -- - -- - - - - -- -- - -- -- - - - - - - - --- ----- - ------ ER-3 W12S125 359.123 OC mr7 KN EC+1 EC-2 EC-3 ECC 4 J ECC 5 ER-4 W12S125 181.247 C $ � Field Field DJ-1 F08CO60 157.750 ' W 10'-0" 10'-0" DH-1 F08CO60 120.000 2 G-1 082071 247.250 G-2 08Z071 331.500 GIRT 1'-3 3 1'-3 3 1'-3 3 G-3 082071 318.000 LAPS 1'-3 3/4" 1'-3 3/4" 1'-3 3/4" G-4 082060 331.500 G-5 08ZO60 318.000 O ENDWALL FRAMING: FRAME LINE 1 G-6 082060 255.500 z G-7 08ZO60 247.250 FLANGE BRACE TABLE 5 5 s FRAME LINE 1 m OID MARK LENGTH "j 0 1 FBE01 35.880 w ENDWALL FRAMING PLAN n _ W Q H GENERAL NOTES W ui0 CV fV (V N N N N N N N -y lV = c 1. STD. ROD/CABLE SIZES PER PART PREFIX ARE: Q 0 4 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ROD CABLE 0 = w 0 a RDB- - 5/8" ROD CAA- = 1/4" CABLE W a o S c0 rn p M 1 I I O1 M M '-) p p rn RDC- 3/4" ROD CAB- = 3/8" CABLE I - I I I 1 I I I - - .- � .-- - o 3 I I I I I I 1 RDD� 7/8" ROD CAC- = 1/2" CABLE 108 NUMBER: 2 oO 00 oO O) OT N N N N N N N EV Ly N N pT pp 2 RDE- = i" ROD RDF = 1 1/8" ROD S5JO556A RDG- = 1 1/4" ROD SHEET NO: 8 7 8 8 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR E6 of 7 INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING OF GIRT WEBS TO ALLOW FOR BRACING. 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. O4. THIS DRAWING IS NOT TO SCALE. 8-`] EN DWALL SHEETING & TRIM: FRAME LINE 1 Corey D.Norris,P.E. MAILED "MIS SEAL PERTNNS ONLY TO Q�Q PANELS: 26 Go. CW — Lightstone SP 200 a Road `/ DRAAWINGS AND THE METT& 1e ig NQT ANAPPROVAL SET NO CHANGES 1 rerltrt 4S.C. 2�1� AUG 092005 ' LDING SYSTEEMSTMTTHE REG Swansea, Florida P.E.��j.j /�� ARE THE PRODUCT OF NUCOR LL llo ida PE No. 56425 PROFESSIONAL ENGINEER WHOSE SEAL APPEARLBOYN SE DRAWINGS l.+dC t !Ny 11FOUEST FOR CHANGE WIL,ALM ill IS EMPLOYEOR SuIUDING st - ^F' Cf`FIF11�)i_ OR REPRESENTCT PROJE A Ti 1� ENG,NEER AND CTT FRAME LINE 7 LOCATION QUAN TYPE DIA LENGTH 3 ER-1/ER-2 4 A325 1/2" 2 E 90'-0" OUT-TO-OUT OF STEEL ER-2/ER-3 4 A325 1/2" 2" ER-3/ER-4 4 A325 1/2 2 Columns 6 A325 1/2" 2" D C B TRIM TABLE 20'-0" 25'-0" 25'-0" 20'-0" FRAME LINE 7 u OID PART LENGTH DETAIL 1 BSB01 122.000 MAR01 v, MAR01 t"1 . 3 MFB01 ?2.000 TRIM_? 12 ER-2 _ ER-3 12 4 RTA02 242.000 TRIM_2 ER—tQA1 F C — — — — — — — c e ER-4 5 H4010 16.000 TRIM-3 C I _ H4030 16.000 TRIM 3 6 G-9 G-5 - 6" MEMBER TABLE 0 o FRAME LINE 7 I I MARK PART LENGTH G_g G-4 G_4 G_7 I - EC-1 W08S076 197.264 37 EC-2 W12S098 215.930 $ EC-3 W12S125 240.931 L n� EC-4 W12S098 215.930 I I EC-6 W08S076 197.264 00 I G-4 ( ER-1 W12S125 181.247 G-8 o G-4 G-7 o- o ER-3 W12S125 359.123 8$ � p I ER-4 W12S125 181.247 G-8 G-4 G-4 G-7 1 G-4 08Z060 331.500 C r - W 8 iD G-5 082060 318.000 �; �, WNW I T) I 1 G-7 08Z060 247.250 0 q - - - MAR02- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G-8 082060 247.250 rm � L G-9 08Z060 318.000 U EC-1 EC-2 EC-3 EC-4 EC-6 • ' FLANGE BRACE TABLE C =•• 8 � GIRT 1'-3 3f _ 1'-3 3 1'-3 3 FRAME LINE 7 ? R LAPS 1'-3 3/4" 1'-3 3/4" 1'-3 3/4" DID MARK LENGTH z ' 1 FBE01 35.880 ENDWALL FRAMING: FRAME LINE 7 2 FBE02 37.130 ENDWALL FRAMING PLAN c� 5 6 GENERAL NOTES a a 1. STO. ROD/CABLE SIZES PER PART PREFIX ARE: CABLE m 1/4" CABLE RDC— = 3/4" ROD CAB— 3/8" CABLE F — RDD— 7/8" ROD CAC— 1/2" CABLE LL) ROE— = 1" ROD 2 RDF— 1 1/8" ROD J N N N N N N = - - - RDG- 1 1/4" ROD ,h H \ \ \ c"a Of N N N N \ \ \ \ \ NNN 2. ROD/CABLE BRACING THAT OCCURS IN FLUSH OR Z �` N \ \ ^ ^ ^ ^ 0) 0 N) t0 t0 ) O ^ ^ ^ [LLr_j_J_ INSET GIRT CONDITIONS WILL REQUIRE FIELD SLOTTING •, Q n O O OI M LO OT ' I I I I I I I I I I ' OI tMO 3 OF GIRT WEBS TO ALLOW FOR BRACING. = p 4 g 2 I 010 O) QT OT O O N ON N N N N N N N N N N OT 3. FRAMED OPENINGS WHICH ARE FIELD LOCATED WILL u W o O �/ REQUIRE FIELD CUTTING OF GIRTS AND SHEETING. N LJ I- 4. THIS DRAWING IS NOT TO SCALE. JOB NUMBER u S5J0556A SHEET NO: FOR PERMITLJSE ONLY E7 of 7 THIS APPROVAL CAN BE M DE. NYRE U ST OR CHANGE WILL REMOVE S THE PROJECT FROM THE SCHEDULF ENDWALL SHEETING & TRIM: FRAME LINE 7 CoreyD. O P.E. PANELS: 26 Go. CW — Lightstone SP 200 Whetstone Road Swansea, S.C. 29160 �PERIMNS ORV TO: Florida P.E.No. 56425 MAILED DIVISION OF NUCOR CORPORATION. THE DRAWINGS AND THE METAL DIIILEDIG WHICH THEY REPRESENT ARE THE PRODUCT OF NUCOR AUG 0 9 2005 G SYSTEMS.THE"ESE PROFESSIONAL N THE ER WHOSE SEAL APPEARS T NUCOR BUILDNGS IS EMPLOYED BY SUNO2 SERVE A SYSTEMS AND DOES NOT AS OR REPRESENT THE PROCT ENGINEER OF RECORD AND SHALL NOT SE T RAKE ANGLE (L.L.V.) (4) 1/2"0 X 2" BOLTS W MK. MAR01 6 BOLTS 0 SINGLE CEE RAFTER) FASTENER MK. H1020 RAFTER A325 BOLTS H0603 ENDWALL AT EACH SUPPORT NUTS H0300 RAFTER Wa PURLIN 0 1 1 2 T� C OF 4" 12" COLD-FORMED RAFTS 8"RAFTER COLD-FORMED 14 RAFTER O C /_ U CLIP REQ'D i.4 MK. EWA01 $ _________________ ' AT SINGLE 1 1 2 A CEE RAFTER / a 0 O 2' C'4 O CLIP MK. PURLIN RAFTER (2) 1/2"0 X 2" PCCO1 8" 8" 8 1 2"ø X 2" A325 BOLTS H0603 SEE ENDWALL DRAWING O ____ 8" 12" SINGLE OR DOUBLE A325 BOLTS H0603 NUTS H0300 FOR BOLT DIA AND TYPE. PCCO2 12" 8" CEE ENDWALL COLUMN NUTS H0300 PCC03 10" 8" PCC04 10" 12" CLIP RAFTER PCC05 12" 12' SECTION A ENDWALL COLUMN MK. NCR n BOLTED CLIP ' SINGLE "C" RAFTER a Al EW CEE COLUMN TO RAFTER CONN E.W. COL. TO C.F. RAFTER CONN ENDWALL RAFTER SPLICE 0 "� $ USE (4) 1/2" X 1 1/2" A307 B 1 9 BOLTS H0500/NUTS H0400 COLUMN TOP CLIP FACTORY WELDED TO COLUMN o N SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS""-' 1 SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS $ n ROD MARK HILLSIDE FLAT A307 OUPLING = ' ~v DIAMETER NUMBER WASHERS WASHERS NUTS NUTS 5/8" 0 RDB__ (2) H0930 (2) H0210 (2) H0310 H0810 PURLIN LAP PURLIN LAP C ATTACH WIND COLUMN TO RIGID 3/4" 0 RDC_- (2) H0930 (2) H0220 (2) H0320 H0820 SEE PLAN SEE PLAN D FRAME COLUMN WEB WITH 7/8" 0 RDD-- (2) H0930 (2) H0230 (2) H0430 H0830 �- r L. _�+ (2) 3/4" X 2 3/4" A325 BOLTS 1" 0 RDE-_ (2) H0960 (2) H0240 (2) H0330 H0840 0 0 0 0 u H0630 / NUTS H0320 AT A _ MAXIMUM SPACING OF 5'-0" O.C. 1 1/8 0 RDF__ (2) H0960 (2) H0250 (2) H0450 H0850 1 1/4" 0 RDG__ (2) H0960 (2) H0260 (2) H0340 H0860 0II 0 0 3 ? Ra a PURLIN SHOP WELDED CLIP 6" ROD ASSEMBLY WIND COLUMN MK. RD___ WEB OF Z COLUMN OR HILLSIDE WASHER, RAFTER FLAT WASHER, J AND A307 NUT 5 RIGID FRAME COLUMN COUPLING NUT 00 (QUANTITY VARIES) RAFTER J w C" PURLIN TO INTERIOR FRAME RAFTER a n WIND COLUMN TO RIGID FRAME ROD BRACE DETAILG2 Q �, H 9 Q 3 USE (8) 1/2"X 1 1/2" A307 BOLTS w J I- 8 (WEB TO WEB) g H0500/NUTS H0400 Z '` cn SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS'—.-'1 SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS C.9 Q n BOLTS REQ'D ONLY AS SHOWN, BOLTS REQ'D ONLY AS SHOWN, Q m ' ' NOT ® ALL HOLES. (2) H1020 NOT ALL HOLES. p (1) PER END Corey D.Norris,P.M. i N I L H MAH__ 200 Whetstone Road Swansea, S.C. 29160 MANBER: Florida P.E.No. 56425 S5J0556A E.S. PLATE SHEET NO: MK. ESCO3 Dl of 7 YJSSG. EBM� USE REVISIONS S�.NO CI'�NGES 0`•�R�M(��IC U _____ IS SEAL PERTAINS ONLY TO THE I EW RAFTER CRAP PLATE/ THIS NOT AN APPROVAL MAILEDYBy UL5 RESGNED AND SUPPLIED T FOR CHANGE WILBY NUCOR BUILDING SYSTEMS C BE MADE.AN`t REpUES E SCHEDULE "THE D A ""GRR CORPORATIO N. THE RRAIN AND THE METAL •DE. ECT FROM TH B ARC NNICH THEY REPRESENT '�iL PROJ ARE THE PRODUCT OF NUCOR AUG 09 2005 FE SYSTEMS. THE RE HOSES PROFESSIONAL .T ENGINEER GISTS AV STRUT TO ENDWALL RAFTER 6 EAVE STRUT TO RIGID FRAME 4 APPEARS ON THESE DRAWNGS IS EMPLOYED BY NUCOR BUILDING USE (2) 1/2" X 2" A325 BOLT H0603/NUT H0300 USE (8) 1/2" X 2" A325 BOLT H0603/NUT H030o SYSTEMS AND DOES Nor SERVE AS OR REPRESENT THE PROJECT SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS ENGINEER OF RECORD AND Slue ERECTOR NOTE: 1'-4" U)LUMNERECTOR NOTE: n AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4" THIN SINGLE CEE AT EACH LAPPED GIRT CONNECTION, (1) 1/2" X 1 1/4" THIN HEAD BOLT H0515/NUT H0400 MUST BE USED TO ATTACH THE 2" 4" Q 8"/12 GIR COLUMN HEAD BOLT HO515/NUT H0400 MUST BE USED TO ATTACH THE FIRST GIRT TO THE GIRT CLIP. THE BOLT/NUT ASSEMBLY MUST 3" 4" 0 10" GIRT FIRST GIRT TO THE GIRT CLIP. THE BOLT/NUT ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE LAPPED GIRT BEING INSTALLED. BE WRENCH TIGHT PRIOR TO THE LAPPED GIRT BEING INSTALLED. REFERENCE THE STANDARD "LAPPEDGIRT DETAIL" FOR MORE N Tn CLIP CLIP REFERENCE THE STANDARD "LAPPED GIRT DETAIL FOR MORE CLIP INFORMATION. N l—}- GCC03 INFORMATION. COLUMN Ee 5 5 GCB03 N 1 1/4" MK. HCJO1 SINGLE CEE COLUMN FLANGE BRACE FBE__. _ _ % c COLUMN FIELD BEND FOR PROPER 3 w w / 0 4" = c� FIT UP. USE (2) 1/2" w 1 1/2" c CLIP MK. X 2" A325 BOLTS H0603 co I'- '" '-�'-! DO — 1 2' GCWO8 ® 8" GIRT /NUTS H0300. ®® SHOP GCW1O 0 10" GIRT SEE PLANS FOR MK. 3 3 3 WELDED CLIP GIRT GCB11 0 12" GIRT AND LOCATIONS. �' MASONRY EO v vv O O O CLIP n n u7 O O " 'r ' i O O 4"/8„ GC803 N O O O O O O O O L1/2 E/W GIRT CLIP MK. -� EQ GIRT ANGLE MK. MAGO1 GCW08 0 8" GIRT GIRT LAP GIRT LAP SE SEE GIRT LAP SEE IRT ELEVATION GIRT 0 WITH (2) H1020 (FIELD GCGCB11 W 0 10" GIRT GIRT SEE ELEVATION SEE ELEVATION GIRT z CUT TO LENGTH) ` WALL GIRT TO COLUMN Lu CORNER GIRT DETAIL WALL GIRT TO COLUMN GIRT T MASONRY CONNECTION a aA NN C7 D7 H2 USE (11) 1/2"X 1 1/2" A307 BOLTS _o USE (10) 1/2" X 1 1/2" A307 USE (7) 1/2"X 1 1/2" A307 BOLTS o USE (2) 1/2" X 1 1/2" A307 H05OO/NUTS H0400 BOLTS H0500/NUTS H0400 N H0500 NUTS H0400 0$ S / BOLTS HO500/NUTS H0400 SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS o SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS u SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS or+ N NQE: IERECTOR NOTE: ` & c PRE-DRILL HOLES ® NESTED ZEE GIRTS INSTALL CLIPS ON JAMB BEFORE STANDING JAMB. USE & DOUBLE CEE GIRTS IF REQUIRED. 1 1/4" (2) 1/2"X 1 1/2" A307 LEVEL TO ALIGN GIRTS GIRT 4 1/4" 8" & 10" GIRTS 3•. "`''` :=� CARRIAGE BOLTS H0510 NUTS " I ' c ADJUST CLIP AS REQUIRED. FRICTION CLIP (6) TEK 3 H0400 / 5 1/8" 12" GIRTS SCREWS H1020 JAMB 8 1^. 1 1 4" MK. JCA02 0 8" u ` N �$ ndv MK. JCA01 0 10" FRICTION CLIP 4" MK. JCA03 0 12" CLIP ? .+ MK. JCPO2 ® 8" EQ 4 1/4" MK. JCT01 no MK. JCPO1 E 10 1/2 " MK. JCP03 0 12 5 1/4" 1" MK.P HCJO1 8" OR 10" r S 4"/8" MK. HCJ02 0 12" CLEAR OPENING EQ CLEAR OPENING FRICTION CLIP MK. JCA02 ® 8" DOOR JAMB Z EQ MK. JCAO1 © 10" FRICTION CLIP 4"/8" STEEL LINE MK. JCA03 ® 12" MK. JCPO2 0 8" DOOR JAMB J (ATTACHMENT TO MK. JCP01 0 10" DOOR JAMB-1" AMB SLAB BY OTHERS) MK. JCP03 0 12" EQ DOOR HEADER m m J GIRT rn JAMB TO FINISH FLOOR CONN GIRT TO JAMB CONNECTION DOOR JAMB TO GIRT CONNECTION HEADER TO JAMB CONNECTION a n w E6 K1 L9 M1 uj USE (2) 1/2" X 1 1/2" A307 o USE (4) 1/2" X 1 1/2" A307 o USE (2) 1/2" X 1 1/2" A307 o USE (2) 1/2" X 1 1/2" A307 w o BOLTS H050O/NUTS H04110 8 BOLTS H0500/NUTS H0400 g BOLTS H050O/NUTS H0400 $ BOLTS H0500/NUTS H0400 (U.N.0) Z ` c~nTO SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS u SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS SEE ERECTOR NOTE FOR TYP. WASHER REQUIREMENTS a Li 0- 200 Whetstone hets one Road _ Sw S.C. 29 60 JOB NUMBER Florida P.E.No. 56425 S5J0556A SHEET NO D2 of 7 FORPERMITUSE ONLY THIS IS NOT AN APPROVAL SET NO CHANGES OR REVISIONS CAN BE MADE. ANY REQUEST FOR CHANGE FROM THE SCHEDULE REMOVE S PERTAINS ONLY TO THE THBY NUS BUILDING IN ANY SUPPLED — - .` 8T NUCOR BUCOR SYSTHE MET A � A Ri p t"� DMSb OF NUCOR CORPORATION. t THE DRAWINGS AND THE METAL BURE PROD UCTY FENUESENT ARE THE PRODUCT OF NUCOR AIDING SYSTEMS. THE REGISTERS PRO AUG APPEARS ENTHESE GINEER DRAWINGS 092005 15E ON SYSTEMS AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SNAIL T SE CONSTRUED TYPICALWASHER REQUIREMENTS ERECTOR NOTE7 BOLT/NUT ASSEMBLY -q t " OR 3'-6" PURLIN FLANGE BRACE OPPOSITE SIDE (UNLESS NOTED OTHERWISE ON DRAWINGS) REQUIRED AT LAPPED ONQERECTION DWGS.UIRED WHERE DAS TENS & FS" a' D ZEE MEMBERS. (NO BOLT HEAD SLOT SLOT TO SLOT CONNECTIONS WASHERS REQUIRED) WASHER WASHERS ARE REQUIRED ON NOTE: BOTH SIDES OF MATERIAL IF Li �1 2 X 2" A325 BOLTS WASHER SLOTS ARE USED ON BOTH ARE REO'D FOR BOLTING NUT SLOT SIDES (NOTE LAPPED ZEE SECTION "A" H0603 BOLT FLANGE BRACES. _ MEMBER EXCEPTION). H0300 NUT u 1) H0200 WASHERS FLANGE BRACE BOLT HEAD SLOT SLOT TO HOLE CONNECTIONS FLANGE BRACE MARK FB WASHER ONE WASHER REQUIRED ON LAPPED ZEE HH0300 BNUT SLOTTED SIDE ONLY. MEMBERS, MARK FB H0200 PURLINS OR RAFTER WASHERS NUT HOLE GIRTS NOTE: LAPPED NESTED REGION COLUMN 1/2 X 2" A325 H0603 BOLT ______ J7 BOLTS ARE REQ'D H0300 NUT BOLT HEAD HOLE HOLE TO HOLE CONNECTIONS ` - H0603 BOLT FOR BOLTING WASHERS w 0 NO WASHERS ARE REQUIRED H0300 NUT FLANGE BRACES. WHEN SLOTS ARE NOT USED. �^ H0200 WASHERS NUT HOLE E_ FLANGE BRACE OPPOSITE SIDE 2'-4 1/2" WALL GIRT REQUIRED WHERE INDICATED (OR 3'-6") WASHER PART NUMBERS ON ERECTION DWGS. AS "NS & FS" L a Ho2oo - 1/z" FLAT WASHER H0240 - 1" FLAT WASHER I NO WASHERS REQUIRED AT BOLTS USED IN TYP FLANGE BRACE COD PURLIN & RAFTER I H0210 - TYP FLANGE BRACE 0 BU COL & GIRT o�.n -- H0220 - 3/4" FLAT WASHER H0250 - 1 FLAT WASHER H0260 - 1 1/4" FIAT WASHER T WASHER I THE LAPPED REGIONS OF ZEE MEMBERS. '-I g NOTE: SEE PLANS AND ELEVATIONS FOR 0 NOTE:SEE PLANS AND ELEVATIONS FOR N �� HO230 - 7/8" FLAT WASHER SECTION "B" �' FLANGE BRACE PART MARKS `a' FLANGE BRACE PART MARKS g �dn cv ERECTOR NOTE: UNLESS SPECIFICALLY NOTED OTHERWISE, = W.. o•• J•• PURLIN FLANGE STANDARD ZEE GIRT ORIENTATION FOR NUCOR BUILDING 5rD. t/2" A307 BOLTS PURLIN STIFFENING _j: j SYSTEMS IS TO HAVE THE GIRT TOED DOWN AT THE STEEL MK. H0500 TYPICAL FIELD WELD WASH LIP PURLIN WEB LINE AS SHOWN IN THE DETAIL BELOW. R QUIRED)ER5 REQUIREMENTS ERECTOR NOTE: Q Y^ W I TY UNLESS SPECIFICALLY NOTED OTHERWISE, STANDARD CEE GIRT o ah 'd C" N GENERAL RESTRICTION: OUTSIDE FLANGE -- ORIENTATION FOR NUCOR BUILDING SYSTEMS IS TO HAVE THE f 8� UNDER NO CIRCUMSTANCES CAN THE GIRT TOED UP AS SHOWN IN THE DETAIL BELOW. STANDARD (UNLESS NOTED OTHERWISE ON DRAWINGS) _ $ PURLIN STIFFENING LIP BE FIELD CLIP ATTACHMENT IS BELOW THE GIRT, HOWEVER SOME DETAILS GIRT LAP BOLTS N 0 �� 8-- MODIFIED FROM THE FACTORY REQUIRE THAT THE CLIP BE ABOVE THE GIRT. (REFER TO THE ALL FIELD WELDING MUST BE PERFORMED ' SHOWN FOR CLARITY. x o SUPPLIED CONDITION. ALSO DO NOT GIRT DETAILS ON THE ERECTION DRAWINGS FOR REQUIREMENTS) REFERENCE THE sm.! SECOND LAPPED BY AWS QUALIFIED WELDERS FOR THE Ra $ HANG ANYTHING FROM PURLIN BOTH CLIP ATTACHMENTS ARE SHOWN IN TEH DETAIL BELOW. LAPPED GIRT DETAIL GIRT WELDING PROCESSES AND POSITIONS E STIFFENING LIP. FOR THOSE INDICATED. ALL WORK MUST BE COMPLETED COLUMNII REQUIREMENTS. BOLTED OR AND. INSPECTED IN ACCORDANCE WITH THE PREFERRED OPTIONS FOR OPTIONAL CLIP THIN HEAD t/2" BOLT WELDED GIRT CONNECTION MK. H0515•" CLIP APPLICABLE AWS SPECIFICATIONS. WELD SPRINKLER SUPPORT ATTACHMENTS: GIRT COLUMN (NO WASHER REQUIRED) ELECTRODES USED FOR THE SMAW (OR c� CEE FIRST LAPPED GIRT STICK) WELD PROCESS MUST BE 70 KSI OPTION B OPTION A z GIRT z STANDARD CLIP STEEL AND LOW HYDROGEN CONTENT. DRILL SPRINKLER SUPPORT ANGLE OR SOME - GIRT CONNECTION STD. 1/2" A307 m SUPPORT THROUGH OTHER TYPE OF BRACKET. CLIP J NUTS MK. H0400 THE BOTTOM FLANGE (NOT BY N.B.S.) SUPPORT L0 IN.1 GIRT " OF THE PURLIN. THROUGH PURLIN WEB. Lu Ii CLIP 1/210 MAXIMUM BOLT SPRINKLER SUPPORT to N (NOT BY N.B.S.) (NOT BY N.B.S.) ZEE GIRT ORIENTATION CEE GIRT ORIENTATION `T•' �, LAPPED GIRT DETAIL 1/210 MAXIMUM BOLT Q N,nj W (NOT BY N.B.S.) STANDARD GIRT ORIENTATION DETAIL U LAPPED GIRTS 0 INTERIOR BAY COLUMNS a. n I- U • THE THIN HEAD 1/2" A307 BOLT MUST BE INSTALLED INTO THE O W J Q rn 1" MAXIMUM FROM 1 1 1" MAXIMUM FROM § NOTE: BYPASS GIRT CONDITION IS SHOWN FOR REFERENCE FIRST GIRT AND CLIP OF A LAPPED CONDITION. THE BOLT/NUT Z I.. N ASSEMBLY MUST BE WRENCH TIGHT PRIOR TO THE SECOND LAPPED W "1 ONLY. YOUR PROJECT MAY HAVE FLUSH OR INSET GIRTS. vi n CENTERLINE OF PURLIN CENTERLINE OF PURLIN j Q WEB TO CENTERLINE OF WEB TO CENTERLINE OF Q = SUPPORT SUPPORT ,,��^��w 1� �T P.E. Q O s Corey D.Norris,JC L' W H IF PURLIN FLANGE SUPPORT CLAMPS ARE USED: W N i 200 Whetstone Road H Swansea, S.C. 29160 K>a NUMBER: ±1' ]Florida P.E.No. 56425 S5J0556A SHEET NO: CLAMP "X" = TOTAL PROJECTED D3 of 7 (NOT BY N.B.S.) DISTANCE FROM THE CENTERLINE OF THE PURLIN WEB TO THE END OF THE END OF STIFFENER LIP. (= 3 5/8" +/- 1/16") ON' r . Q t 1" MAXIMUM N T V N IF A MP I u I USED, THE CENTERLINE OF THIS IS NOT AN APPROVAL SET.NO CHANGES OR REVISIONS I THE SUPPORT MUST BE FOR PERMIT USE CAN BE MADE.ANY REQUEST FOR CHANGE WILL REMOVE WITHIN 1" FROM CENTERLINE THE PROJECT FROM THE SCHEDULE SEAL PER TANS ONLY TO MATERIALS DESIGNED AND SUPPLIED OF THE PURLIN WEB. BY NUCOR BUKDNG SYSTEMS A EROSION OF NUCOR CORPOISATtON. THE DRAWINGS AND THE METAL CENTERLINE OF PURLIN MA11 IBMLDIG WHICH THEY REPRESENT ARE THE PRODUCT OF NUCOR CENTERLINE OF SUPPORT ILDINc SYSTEMS. THE REGiSTERS PROFESSIONAL ENGINEER WHOSE /y► �� � SEAL APPEARS ON THESE DRAWINGS AUG �/ IS EMPLOYED BY NUCOR BUILDING S N.B.S. PURLIN SUPPORT METHODS SYSTEMS AND DOES NOT SERVE AS OR REPRESENT THE PROJECT ENGINEER OF RECORD AND SHALL i RE CONSTRUES AS SUCH. END OF ROOF PANEL 1/4"STEEL LINE + START (SEE ROOF PLAN) STANDARD FASTENER SCHEDULE 3/4" TAPE MASTIC { �RIB USE 0" START ~ GUTTER HANGER MK. FORMED RIDGE CAP H1 1�-1+ : 1 1/4" H1 12-14 :3/4" MK. H3000 (6" PIECE) RIB IF NOT NOTED WITH WASHER SHARP POINT H2190 AT 24" O.C. SYMMETRICAL ABOUT MK. RGA01 WITH (3) H1050 DIRECTLY BELOW FASTNRS Z CRIB (SELF TAPPNG) (SELF wL WASHER J FIELD CUT 1/4• a w FASTENERS INSIDE PANEL CLOSURE AS REQ'D. H1050 Hi 030 MK. H3410 WITH 3 4" 2 1/4" TAPE MASTIC L), 3/4" TAPE MASTIC / a (12" O.C.) TRIM AND PANEL 3" (SEE CLASSIC H1 1/4-14, 1 1/4' Ht MK. H3000 TAPE MASTIC MK. H3000 (BETWEEN ) 020 070 TEIC ' ' 1/z ( ) ROOF ERECTION TEK 3 TEE 5 0 TOP AND BOTTOM O RAKE TRIM MK. H3020 NOTES FOR WITHOUT WASHER WITHOUT WASHER MK. RTA 3/4" TAPE (SELF DRIWNG) (SELF DRILLING) o 1/2" TAPE MASTIC EACE a ROOF PANEL MASTIC SPACING) A ' O MK. H3010 RKT 0 MK. H3000 3/16'THICK DRILLING CAPACITY(MAX) 1/z'THICK DRILLING CAPACITY(MAX) D" TO 3" H1 12-14 , I 1/4" Hi 11/32", 1 1/4" N P 030 TEE 2 /• 080 wrtH WASHER o z R (SELF EL WASHER (GOOF SCREW) zo H 1050 H 1020 AT EACH SUPPORT DIKLuac) (SELF DRILLING) z FASTENERS "CLASSIC" ROOF z RAKE ANGLE (L.L.V.) a MK. MAR 01 NOTE: FASTENERS MUST 12" O.C. H1030 FASTENER (SEE °' H1060 ROOF ENGAGE STRUCTURAL H1 4 12-14 , 1 1/4" H11 1/8-POP RIVET GUTTER THE CLASSIC ROOF PANEL SUPPORT MEMBER FOR TEE 2 a MK. GTA__ ERECTION NOTES O (12" O.C.) PURLIN WITHOUT WASHER y DETAIL FOR SPACING) a AN EFFECTIVE SEAL (SELF DRILLING) H1060 O BETWEEN RIDGE CAP WALL PANEL 0 FASTENERS CAP TRIM MK. CTA01 OUTSIDE PANEL CLOSURE AND PANEL. 0 12" O.C. EAVE STRUT MK. H3400 0 "CLASSIC PANEL" PURLIN H1 4 12-14 "2" H11 1 3/8'•STAINLESS O MK. H3420 0 "ACCENT PANEL" WITHOUTWASHER GROMMET FASTENER c' SIMPLE EAVE WALL PANEL MK. H3410 0 REV. "CLASSIC PANEL" (SELF DRILLING) TRIM MK. LEAO1 EAVE GUTTER DETAIL SCULPTURED RAKE DETAIL RIDGE DETAIL WITH≤2:12 SLOPE H, ,z-,4 .3/4" H WASH SHARP PONT 0 w^ �' o "CLASSIC ROOF" 0 "CLASSIC ROOF" I ? "CLASSIC ROOF" W/ DIE FORMED RIDGE CAP o_J1liJ7z.. ((SELFT ER 0 SEE WALL SHEETING ERECTION NOTES TRIM_1 g SEE WALL SHEETING ERECTION NOTES TRIM_2 g TRIM_3 g FOR WALL PANEL FASTENER LOCATIONS o FOR WALL PANEL FASTENER LOCATIONS �' $ $ TYPICAL HIGH 36" USE DOWNSPOUT STRAPS MK. H2340 5•• r 3 OUTLET MX. N2310 - EAVE OR RIDGE AS FOLLOWS: 12" 12" 12" ENLARGED FASTENER SPACING (1 AT DOWNSPOUT "S" ~ '<o• 8 0 RIDGE SUPPORT AT r N N N N N HIGH (1 AT THE ELBOW CUT OVAL AREA I I GABLE GUILDING EAVE OR (1 AT EACH DOWNSPOUT SPLICE (USE OUTLET TO ~ a^ � OR HIGH EAVE N 7"N N )" N r.47" .4 RIDGE SIZE OVAL •r •" "' SUPPORT DETAIL ) u = � 8$ NOTE: IF THIS PROJECT GUTTER AT SINGLE DOWNSPOUT "5" CONTRACT SPECIFIES "S" o _ v SLOPE o 0 0 0 0 0 SHAPES AT THE BOTTOM MK. H2320 DOWNSPOUT STRAP BRKT. MK. ] o x BUILDING OF THE DOWNSPOUT IN FULL SECTION PANEL FOR USE WITH "ACCENT" , 'g ga I. LIEU OF ELBOWS, SEE MK. H2300 PANEL" ONLY. ATTACH AT PANEL Y FASTEN STITCH I. FH1030ASTEN STRUCTURAL DETAIL RIB ONLY. USE (2) H1060 SCREWS. RIDGE SUPPORT FASTENER FASTENER "MALE" END AT GABLE 36" ' H1050 AT "FEMALE" END -DOWNSPOUT STRAP MK. H2340 BUILDING OR HIGH 12" 12" 12 SUPPORTS AND AT NOTE (SCREW STRAP TO WALL BEFFORE EAVE SUPPORT Al MIDPOINT USE POP RIVETS H1100 TYPICAL AT INSERTING DOWNSPOUT). USE (1) Z SINGLE SLOPE AS FOLLOWS: ALL SPLICES H1060 SCREW. BETWEEN BUILDING SUPPORTS AT (4) OUTLET/GUTTER I PURLIN SPACES (4) EACH DOWSPOUT SPLICE ELBOW IF REQ'D FULL OR PARTIAL INTERMEDIATE LESS THAN 5'-0" MK. H2330 SECTION AS REQ'D. Ca SUPPORTS H1050 AT ERECTOR NOTE: DOWNSPOUT STRAP (MK. H2340) AND STRAP BRACKETS (MK. DBA01) ARE Q SUPPORTS AND AT FIELD WORK 2 ELBOWS AS PROVIDED FOR MASONRY WALL APPLICATIONS AS WELL AS FOR ATTACHMENT TO I W 1/3 POINTS WALL REOD CONDITION. SET COLUMNS. FASTENERS TO MASONRY ARE NOT PROVIDED. H1060 FASTENERS BETWEENARE PROVIDED FOR COLUMN APPLICATIONS, PRE-DRILLING WILL BE REQUIRED. ,J "01 SUPPORTS AT Q Lv ROOF PANEL PURLIN SPACES "' ~ GREATER THAN OR o STD. 16'-0" GUTTER AND DOWNSPOUT DETAIL 'TRIM_21' w INTERMEDIATE EQUAL TO 5'-0" SUPPORTS � ROOF PANEL END Q `` REQUIRED Corey D. Norris, ffis P.E. W PANEL SIDE SIDE LAP 200 Whetstone Road LAP INTERMEDIATE H1050 AT Swansea, S.C.29160 NUM8ER S5JO556A SUPPORTS SUPPORTS AND AT Florida P.E.No. 56425 6" O.C. BETWEEN SHEET NO: SUPPORTS AT THE LOW EAVE (2) LOW EAVE D4 of 7 SUPPORT PURLIN SPACES 3/32" x 1/2" 0 0 0 0 0 0 . . o o TAPE MASTIC __ _____ __ MK. H3010 ENLARGED LOW DETAIL \ \\ \ USE TYPICAL EAVE N n"1 N N n n N N n n N SIDE LAP NL FASTENER DETAIL FOR PE ■NO CHANGES ORREVISIO SPACING THIS IS NOT AN APPROVAL.SET' THIS PERN ONLY 0TH N.B.S. "CLASSIC" ROOF ERECTION NOTES MATERIALS DESIGNED AND ORATION. BY NUCOR BUADNG SYSTEMS,A CAN BE MADE•ANY REQUESTOM THE SCHEDULE RE F DNHE D OF NUCOR CTHEOMETAL TIE DRAWINGS AND THE METAL THE PROJECT BUILDING W AOI THEY REPRESENT ARE THE PRODUCT OF NUCOR (PANELS 36" NET LAY) SYSTEMS. THE REGISTERS PROFESSIONAL ENGINEER WHOSE AUG 0 9 2005 S ORANINGS EAL APPEARS NOT ERECTOR NOTE: DO NOT FASTEN THE ROOF IS OR REPRESENT THE T SERVE TS PANEL TO PURLIN STRUTS. ENGINEER OF RECORD AND SHALL NOEND CLOSURE FILLER TRIM TEMK. MFBO1 MK. H4220 (PW). "CLASSIC APPLY TUBE CAULK (H3152) WALL" SHOWN IS NOT REQUIRED "CLASSIC WALL" OUTSIDE IN I ALL AROUND AND INSERT INTO WHERE START FINISH DIM. ORN R TRIM CORNER TRIM THE END OF THE BSBO1 H1060 IS LESS THAN OR EQUAL JAMB a MK. H4200 MK. H4210 TRIM AT FRAMED OPENINGS. 12" O.C. TO 3 1/2". SEE ELEVATIONS GIRT HEADER ERECTOR NOTE: m NOTE 2 W UNTIL WALL PANELS ARE INSTALLED, (3) H1040 SCREWS ARE SEE PLAN FOR START/FIN DOOR / WINDOW H1040 FASTENERS TO BE USED FOR TEMPORARY INSTALLATION OF THE BASE TRIM. DIMENSION. USE 0" START AT 6" O.C. I WALL PANEL vi]i- IF NOT NOTED. OPENING g z BASE ANGLE NOTE 1 NOTE: FIELD CUT HEAD TRIM �' 3 N N TRIM MK. BSB01 F PANEL AS REQUIRED MK. HTA__ O1O GIRTS --0 Z z 02 BASE ANGLE MK. F "CLASSIC WALL" JAMB TRIM w oO O MAR02 (S.L.V.) Tn o MK. JTA O REFER TO SECTION 8.0 OF 0 FASTEN AT 3'-0" D.C. MAX. OUTSIDE H2O O.C. THE WALL SHEETING w •� (FASTENERS NOT BY NUCOR) CORNER NOal "CLASSIC WALL" ERECTIOIN MANUAL FOR FURTHER DETAIL AND PANEL MK. OCA01 PREPARATION INFORMATION y o p ^ START/FINISH H 1040 EA. SUPPORT 64 H1060 12" O.C. DIMENSION k+ m 3 SEALANT NOTE 2 RIB BETWEEN SUPPORTS (NOT BY NBS) I. OUTSIDE CORNER DETAIL JAMB DETAIL HEADER DETAIL �= BASE TRIM DETAIL (WITH ANGLE 0 : N� ge o T 1 "CLASSIC WALL" o "CLASSIC WALL" o "CLASSIC WALL" , `r N SEE WALL SHEETING ERECTION NOTES FOR WALL "g TRIM_? N TRIM_1 1 o TRIM_14 PANEL FASTENER LOCATIONS u x� N g� ink �a N.B.S. "CLASSIC PANEL" ERECTION NOTES = W" EAVE L#-.- .,4 _-...& ,4---..&\,.&..__ (PANELS 36"NET u>n g J MEMBERz CCAO_ (8" CEE) Q ~ <^ WALL •STITCH FASTNR H 1060 w CCBO_ (10" CEE) D TRIMNER01 II ii ii iPANEL ^STRUCTURAL FASTENER p CCCO_ (12" CEE) ` SIDE _ $ go gn [All II II III LAP SIDELAI MASTIC H3010 v FOR LINER PANEL J v _ H1060 GIRTS IS REO'D IN SNOWDRI REFERENCE HEAD, SILL OR 3 r, AT 1 I O.C. CONDITIONS. REFER TO AT TRIM H1060 EA. THE ELEVATIONS FOR JAMB DETAILS FOR TYPICAL a a Ill II II II END AND LOCATION REOMNTS. TRIM PARTS AND ATTACHMENT S BASE MAX 0 0 MEMBER SUPPORTS BETWEEN 0 x 1. BLOCK GIRTS TO "LEVEL" POSITION BEFORE STARTING PANEL w ERECTION. MAINTAIN WOOD BLOCKING (NOT BY NBS) UNTIL ERECTOR NOTE: Z PANEL TO STRUCTURAL FASTENERS ARE INSTALLED. IF LINER PANEL IS NOT 2. ALIGN AND PLUMB FIRST WALL PANEL. REQ'D. COVER MUST BE 3. TO PREVENT "OIL-CANNING", ALL PANEL FASTENERS SHOULD ATTACHED WITH 5 START M MEMBER AND THEN BE SECURED TO EACH H1040 12" o.c. m STRUCTURAL GIRT TOWARD THE EAVE. J 4. FOUNDATION MUST BE SQUARE, LEVEL, AND CORRECT TO THE Q OUT-TO-OUT STEEL LINE DIMENSIONS. W 5. ERECTION CREW IS TO CLEAN ALL WALL PANELS BEFORE rn LEAVING JOB SITE. CHANNEL COVER DETAIL J "T 6. ERECTOR IS TO ERECT PANELS SO THAT SIDELAPS ARE AWAY Q n W FROM THE MAIN TRAFFIC AREA'S LINE OF SIGHT. SILL SHOWN HEAD AND JAMBS SIMILAR W Q rn 7. STORE PANELS PROPERLY TO PREVENT MOISTURE. SEE § 'TRIM_19� , Z ' v1 4D ERECTION MANUAL. 0 W C, In Q n W J J Q f u Corey D.Norris,P.E. . o a o a c 200 Whetstone Road S.C. 29160 JOB NUMBER: ]Florida P.E.No. 56425 S5J0556A SHEET NO: D5 of 7 FOR PERMIT USE ONLY IS IS NOT AN APPROVAL SET.NO CHANGES OR REVISIONS CAN BE MADE.ANY FROM THE SCHEDCHANGE ULE LL REMOVE THIS PERTAINS ONLY THE By M UL5 RESIGNED NSD SUP. BY NUCOR BUILDING SYSTEMS.,A A MAILED THEDIVISION GE NUCOR CORPORATION. THE DRAWINGS HAlO THE REfEI BUALENG WHICH THEY REPRESENT ARE THE PRODUCT OF NUCOR LOVING SYSTEMS. THE RECISTERE LEMPLOYED ONAL ENGINEER WHOSE AUG 0 9 2005 DRAWINGS NOT BUILDING RESENT THE PROJECT OF RECORD AND SHALL BE CONSTRIBIS AS ISICH. WALL PANEL *EHARDI 3) TEK SCREWS ("CLASSIC WALL" SHOWN) BUILDING ((PROVIDED IN O 7'-6" HARDWARE KIT) a�0 g I DOOR HE HTA__ FACTORY vi a CLIP - FACTORY ATTACHED TO JAMB ON DOOR—.\ "'""" (ADJUST AS REO"D.) CC DOOR JACLEAR FACTORY OPENING ON DOOR i SUBJAMB,WINSTALLED o JT JT___ DOOR FRAME INSTALLATION AT TOP o STAND FRAME & ADJUST CLIP AT JAMB AS REQUIRED. JAMB (8" 510.) (4) SELF-DRILLING SCREWS (PROVIDED IN HARDWARE KIT) `L Y h0 NF. r CLIP - FACTORY • ATTACHED TO JAMB L FINISH g$ 3$ F FLOOR (ADJUST AS REO'D.) _ �� In ov W.. C.. .. DOOR TRIM ELEVATION ; W r (2) 1/2"m NUCOR WALKDOOR K D O O R EXPANSION BOLTS • a n i W N (PROVIDED IN ERECTION DETAILS HARDWARE KIT) u =a $ •. o USE ONLY WHERE STANDARD NUCOR DOORS ARE DOOR FRAME INSTALLATION AT BASE r - a0 REQUIRED. SEE COVERSHEET (SHEET Cl) FOR STAND FRAME & ADJUST CLIP AT JAMB AS REQ'D. STANDARD DOOR REQUIREMENTS. ATTACH CLIP TO GIRT W/ (3) SELF-DRILLING SCREWS. R LINER PANEL (IF REO'D.) INSULATION ) LINER HEAD COVER CAP TRIM MK. JTDO1 Z (BY OTHERS AT a GIRTS I AT "REVERSE CLASSIC" Q 3070 DOOR MK. HTBO1 PANEL (REO'D. AT J GIRT AT 7'-6" A.F.F. 6070 DOOR MK. HTB02 LINER ONLY) AT 10 GIRTS EXTERIOR 3070 DOOR MK. HTCOI I LINER (IF REO'D.) CAP TRIM MK. HTDO5 CO WALL PANEL 6070 DOOR MK. HTCO2 AT AT ACCENT AND "CLASSIC" PANEL Q LINER CAP TRIM (REO"D. AT LINER ONLY) MK. HTDO5 JIBO1 AT 8" GIRTS W ELEV.- (REQ'D. AT LINER ONLY) JTC01 AT 10 GIRTS JAMB COVER rn n 7-2" A.F.F. (REO'D. AT LINER ONLY) Q Inr W F- H1040 EA. END SUBJAMB DOOR JAMB W Z L. (fl )o HEAD TRIM W CAP TRIM MK. HTDOS AT DOOR J MK. HTA01 AT 3070 DOOR "ACCENT" AND "CLASSIC" MK. HTA02 AT 6070 DOOR PANEL. JTDO1 AT "REVERSE CLASSIC" Q W d DOOR JAMB PANEL. (AT LINER ONLY) JAMB TRIM MK. JTAOI = 0 INSULATION AT "ACCENT" AND CoreyD.Norris,P.E. W W "J DOOR COVER MJOB BO1 AT 8" GIRTS (BY OTHERS) "CLASSIC" WALL PANEL 200 'Whetstone Road _ MK. JTCOi AT 10" GIRTS J08 MNI�FC (REO'D. AT LINER ONLY) JAMB TRIM MK. JTDO1 Florida 7��ansea, �+����T 29160 SSJ0556A C (5) H1040 WALEXL AT "REVERSE CLASSIC" 1Cll P.E.No. 56425 WALL PANEL EQUALLY SPACED WALL PANEL SHEET NO: HEAD TRIM DETAIL - SECTION B JAMB TRIM DETAIL - SECTION C D6 of 7 HTA__ & JT _ TRIMS ARE FACTORY CUT TO LENGTH. HT-__ & JT_ TRIMS ARE FACTORY CUT TO LENGTH. FIELD CUT TAB, 8" OR 10" GIRT BEND TAB DOWN 90" (BELOW 7'-6" ELEV.) AND POP RIVET TO / t 8" SUB-JAMB JAMB TRIM DOOR JAMB HTA__ OR PER iIuT USE ONLY CLIP MK. JCT01 WITH (4) TEK 3 REQUEST FOR CHANGE REMOVEPUEO REVISIONS AL RTAT ONLY TO DOOR TO K1fig WEATHERTIGHT THE PROJECT FROM THE SCHEDULE MA F NUCOR THE METAL y� ��^1 THE ORAWRIGS AND THE METAL AUG" V 2Q4V L�_MS_ WIR 7:8YMUeoll THEY REPRESENT OF NUCOR GIRT TO SUBJAMB DETAIL JT SHE RE PROOSE USE (4) 1/2"X 1 1/2" A307 BOLTS H0500/NUTS H0400 APPEARS ON DR WINGS BURRINGFIELD CUT GIRT TO LENGTH AS REQUIRED. ND ES NOT SERW As TRIM CORNER DETAIL REST THE PROJECTFIELD WORK HOLES IN GIRT TO ACCEPT CLIP AS REQUIRED. of AND ECT TOP RIGHT CORNER SHOWN I , W SYMMETRICAL ABOUT RIDGE 5 1/4" END OF ROOF PANEL 3 ERECTOR NOTE: RIDGE VENT (10' SECTIONS) REFER TO THE RIDGE VENT SUPPLIERS INSTRUCTIONS FOR I pURLIN T"4 RIDGE VENT PROPER RIDGE VENT INSTALLATION 'DRAIN/END SKIRT ASSEMBLY. LpCAT10N FIELD BEND TO THE CORRECT 2 ROOF SLOPE AND FASTEN TOiiii THE END CAP WITH (4) OUTSIDE PANEL H1100 POP RIVETS. m H1050 FASTENERS CLOSURE MK. H3400 AT 12" O.C. WITH 3/4" TAPE MASTIC (MK. H3000) �^ DIE-FORMED RIDGE CAP TOP & BOTTOM " t H1050 FASTENERS AT 12" ON CENTER 3J Cr- 0 { rl 3/4" TAPE MASTIC (MK. H3000) . " CLASSIC ROOF PANEL CONTINUOUS ACROSS THE TOP AND 'fit ROOF BOTTOM OF THE OUTSIDE CLOSURES Li H1030 FASTENERS �J 'O M pURLIN (SEE CLASSIC ROOF ERECTION NOTES ' m m< FOR SPACING) II a 0 W m I O ♦ 1 N 1 O 1 F�)jo SEE RIDGE VENT ��x�z AT RIDGE VENT M g$ F N * TERMINATION DETAIL x z z = W' W RIDGE pURLIN (TYPICAL) 3/4" TAPE MASTIC ENLARGED VIEW OF m o srMMETR�AI ABOUT x 9 8 ~ (MK. H3000) m CLOSURE MASTIC I Q Pr 1"t] 5 1/4 FORMED RIDGE CAPWm MK. FLAT SKIRT RIDGE VENT DETAIL AT CLASSIC ROOF « S� TAPE MILSTIC 3 ° _ _ CLASSIC ROOF WITH RIDGE VENT & DIE-FORMED RIDGE CAP (ALL SLOPES) ROOF ERECTION MK. H3000 L .1 a NOTE: PARTS INDICATED WITH AN "'" ARE PACKAGED WITH THE RIDGE VENT ACIP'm 1GF)OR ' RIDGE VENT "RIDGE VENT H3151 TUBE CAULK RIDGE VENT END H3CAULK151 (AS E NOTE: (7 END LAP2 LAP COVERS (2) COVERS ENDS OF BOTH REOUIRED SHOWN) ROOF PANEL FASTENERS MUST ENGAGE z H3151 TUBE RIDGE VENT VENTS (AS SHOWN) (t EACH SIDE OF BEFORE STRUCTURAL SUPPORT MEMBER CAULK ENDS H1050 VENT) INSTALLING FOR AN EFFECTIVE SEAL J (OF BOTH AS SHOWN)NTS FASTENERS 2ND COVER BETWEEN RIDGE CAP & PANEL 5 AS SHOWN ��ji (10) TOTAL H1050 AME PER LAP FASTENERS pURLIN Q O W "RIDGE VENT END S COND LAP AUG 09 2005 COVER IS rn END LAP COVERS (2) INSTALLED) W REORD (AS SHOWN) J In s - - SECTION "A" w ISIDEOF RIDGE IMPORTANT NOTES: COVER THIS AT DIE-FORMED RIDGE CAP Z '� N VENT DO NOT FASTEN INTO THE DRA' N/SKIRT VENTS NOT D.Nos,P.E. J Irn n DRAIN END PORTION OF THE END LAP OVERS. y OUTSIDE PANEL CLASSIC SKIRT / DO NOT CREATE HOLES IN HE PAN 2� IIC F0 = OnPORTION OF THE DRAIN/EN SKIRT ATTACH WITH Sw S.C. 29160 CLOSURE MK. H3400 ROOF PANEL ASSEMBLY ASSEMBLY. (2) H1 50 RIDGE VENT WITH 3/4" TAPE FASTENERS RIDGE VENTS N v LL f MASTIC O (MK. M-H300 ) RIDGE VENT LAP COVER DETAIL 1 DETAIL 2 Fl®ri&P.E.No. 56425 TOP & BOTTOM JOB NUMBER S5J0556A RIDGE VENT RIDGE VENT •DRAIN/ END SKIRT = ASSEMBLY SHEET NO: "DRAIN/ END SKIRT 3/4" TAPE MASTIC (SHIPPED LOOSE) D 7 of f 7 ASSEMBLY. SK RT/ASSEMBLY 4 END " MK. H3000 FIELD BEND TO THE (TYPICAL) 3/4" TAPE MASTIC (MK. H3000)DCORRECT ROOF 0 v SLOPE AND FASTEN TO THE INSIDE END o m p DIE FORMED RIDGE CAP CAP WITH (4) 0 IjJ H1100 POP RIVETS. o W O AS SHOWN. CENTERLINE - ID 3/4" TAPE MASTIC oOF RIDGE II MK. H3000 m 0 .Rr O y OUTSIDE PANEL 12" PIECE OF TAPE FIELD BEND CLOSURE MK. H3400 MASTIC FOLDED AND WITH 3/4" TAPE THIS SEAL PE TAWS LY TO THE PLACED AGAINST DRAIN/ END THE DRAIN/ MATERIALS DESIGNED AND SUPPUED END SKIRT MASTIC MK. H3000 SKIRT ( 8r NUCOR BUILDING SYSTEMS,A DRAIN/END SKIRT TOP & BOTTOM CLASSIC ROOF PANEL DMSKIN OF NUCOR CORPORATION. ASSEMBLY AS SHOWN. ASSEMBLY IASSEMBLY TO I THE DRAWINGS AND THE METAL OUTSIDE PANEL CLASSIC THE CORRECT BUILDING WHICH THEY REPRESENT GISTERE CLOSURE MK. H3400 SEE DETAIL a SEE DETaL 3 ROOF PANEL ROOF SLOPE ILDI GTMSYSTEME P�S.IGTTHEFRE"�°R A RIGHT A RIGHT PRDFEP ENEARS ON TKE rn WITH 3/4" TAPE IS EMPLOYED BY NUCOR BULDING MASTIC (MK. H3000) RIDGE VENT SPLICE DETAIL 3 DETAIL 4 RIDGE VENT TERMINATION SYSTEMS AND DOES NOT SERVE AS TOP RIDGE VENT TO DIE-FORMED RIDGE CAP TRANSITION OR REPRESENT THE PROJECT & BOTTOM ENGINEER OF RECORD AND SHALL T BE CDIASTRUEO AS SUCH. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. 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