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HomeMy WebLinkAbout13200 W. 43rd Driveo'd s ° W pY;�00 ° ; ? cru ° m n rT (D 7�7�Oz� y aYN ; o nt" `� d IP tz� 0 ` as a 00 o `° c C Z s brr Zo�� veo p o H x ro00 a o m C N •`� � (D" n '. 1 'd p Oz [n aC (D M W a cr TQ a. C I OH r N y � t"�N ° �C � y7 Mn N O O ^s O ri (D (D O� D cmc ego C CD z w BaaCD m w m 'b? t °Qs ° o a ^� o My N rah yCCy7 ~ Z 75 �G N � E rt.� � � 0. O � O (�+ o�m f O x � O p: N CD rA o aCH GA cc O p p H O W rn y w C� C 'O A C o / m rnrr w O. a F. aom °aw 1 cr n w ~ (D 0 O n A M 0 ~' O w b7 C � d V m • p H 'o ° �' 00 w �~ Q m a o to O a� cr 0 c ,o c r w C K y C. oeb x dpi S N n o N a �e 00 �C City of Wheat RUAc BUSINESS LICENSE INSPECTION PERMIT NO. 201801769 BUSINESS NAME: Colorado Rigs INSPECTION DAY/TIME Wed., June 27 @ 10 am INSPECTION DAY/TIME INSPECTION DAY/TIME ADDRESS: 13200 W. 43rd Drive #204 CONTACT NAME: Levi '-i r✓ SQ FT S — D �5' v _ r< OCCUPANCY TYPE r= OCCUPANCY LOAD P CONSTRUCTION TYPE ® SPRINKLERED ❑ NON-SPRINKLERED Inspector Signature Date i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: E LM- - ,c e ., Job Address: 11;::) o o u/ q 3— # 9 c y Permit Number: m o /q5 n 1 -7 1, q �e)cc = R= 3 S -1 = —7 5;4 _7. , pie s 77- fid i ❑ No one available for inspection: Time ) 0 = ! o /PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: io Inspector: DO NOT REMOVE THIS NOTICE i n7 q 0 ego s CDb rrr N a ynOdZz C M it m (pht n MSM ft p. rt rC' 77 T Po C P- °• W = Ba° N.� m "�w�Ca �� N n Or ;o Y O :; e o 0 " �oAd> .� a o Cr Y o cn eD R o o ff z X00 z ^� F CID, 0 o ro C7 M ° m N Lo CD ro b o O�� a o A jam, ►°i W �bo• o tr omm a p CD b7� "o a Y c cr cu � CD Y � y r- m a N 7 v o o �2 o N ro 0 CD rr r � �x n �� ny LQ r ° gy m � p s `< fb O00 F3 M to x z ° O r• m H f7 W O O n W CSj W ? ep W ct {� CD d M y rt 0 lV^1 urq H. H- t� a °-rr O m ro -o, a ego m CD n r ° fDc H CDQ fD _• Q ro a ]a7 S �^1 TQ to p m 00 o K � 41-. o. ol O n W o rr O oB Y fp d O :0 a � 06 a K N o C 10 7 x � S N O C) o. e<o 00 r Of WIZyatI�idge BUSINESS LICENSE INSPECTION PERMIT NO. 201801057 BUSINESS NAME: Golden Design Tech ADDRESS: 13200 W. 43rd, Unit 205 CONTACT NAME: Nick Lupfer zz 3 4 a '3'3`J) SQ FT S-� = 1 ��6$ OCCUPANCY TYPE R� 3 OCCUPANCY LOAD -17-0 CONSTRUCTION TYPE ® SPRINKLERED ❑ NON-SPRINKLERED Inspector Signature y- ao > > 'rT Date INSPECTION DAY/TIME Friday, April 20, 2018 at 9:00 am INSPECTION DAY/TIM INSPECTION DAY/TIM N i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: °� L� ` �Sv s�`�ee s L i c . s� Job Address: i3aoc w L -13f 7r Permit Number: a D 1E o i 0 S-77 ©cc ©c- LD Crl: [�, _ 3 S_/ - /„ ALT t ❑ No one available for inspection: Time S = SS QPM Re -Inspection required: Yes Nto When corrections have been made, call for re -inspection at 303-234-5933 Date: L-131-0 14 Inspector: — DO NOT REMOVE THIS NOTICE N Q W M (Y) O O 00 �O C3)u N 3 W O H O r W x 3 > > 0 7 � ro q m ro x V ro w m qm u 7 ro d w W w m m m A I V 0 o N ro a q ro w v (d o N trl v ro0 U A b) b q m q b w ar H .,) w 7 m 0 oa q m 0 v m a a o u,� x a ro u m m x 0 W x a) w 4� a m -1I U b 3 0 b .i Am a aro) o b u u m rop 4J 0 m N m ro 0 u 0 b) q a) tl A N ro ro ro m A Q H ya •0 m m 4J )43 ? JJ N U V w m m x m a „ w A 0 w o m a > ro � m q ro u w aq w 0 41 o w q d m U aJ a) ro F a a O a U U 0 w m O N A 0 U R �b a JJ U 4J k U O ro LH U w A 'i U 4.) 'd N N U m O U a City of _""qr Wheat RLdge PERMIT NO. 201709070 BUSINESS LICENSE INSPECTION INSPECTION DAY/TIME Moll., Nov 28 10:00 AM BUSINESS NAME: Outland DeFender CO. ADDRESS: 13200 W. 43rd Dr. #204 CONTACT NAME: Lance Robinson SQ FT A I OCCU PANCY TYPE OCCUPANCYLOAD KC) SPRINKLERED NON-SPRINKLERED Inspector Sign i CITY.OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:.L Job Address: X200 W. V p ), 2C Permit Number: 201709070 Aul v,o cn--\ w�v fLf-4\,, -- 2 00 I �,T0'z / q`10 ro 0-1 V e ❑ No one available for inspecti ime < < O AM/ PM Re -Inspection required: Yes No When corrections have been made, call for re-inso&ction atIT03-2ti4-5933 Date: �' i�` Inspector: DO NOT REMOVE THIS NOTICE Certificate of Completion Building Division 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: 10 x 12 x 8 ft. Ammunition Storage. This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Owner: DAVID BECKER - EVOLVED FIRE 13200 W 43RD DR #206 WHEAT RIDGE CO CO 80033 Contractor: Nathan Hoppe 7018 W 38TH AVE WHEAT RIDGE CO 80033-4837 For the Following Purpose: Commercial Remodel Code Editions NO change shall be made in the USE of 2012 ICC/2011 NEC this building without prior notice 2006 ICC/2011 NEC and a new Certificate Of Completion "�006 ICC/2005 NEC from the City of Wheat Ridge. Other TIFICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES FOR OFFICE USE ONLY H OP I Complete all information on BOTH skies of this fora Sq. FULF Stu's Gallons Amps Squares Other Suilding Division Building r it Application Mailing Address: (if different than property address) Address: City, State; Zip: Complete all information can BOTH sides of this form I )" OD Jr m � C75 I sM -5 I ft ft s YN • V sm A ME • sm A ME Date: Plan # Permit # ication Phone: Ilb Contratw: Applewood Hoofing Co Electrical-. City License # 2� OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I herettv certifv that theselback distanw, proposcd by this permit applie.ation arc aceurate and do not violute upplicableordinaticcS, rules or wgulmions (if the City of Wheat Ridge or cownants, easements or C" rictions of revomL that all ruicasumments shown and mations made are accurate that I have m;I, ;arts{ da to c tca aafrlcdt fry <a €1 �r�taal t aw frriratt �l card ttat� 4alags €a�attitara aazatl t #a sr 1 as �ttarac tail resIX)IISibility for compfi anc,c with applicable City (it Wheat Ridge codes atud oi inances for % wider any penuit issued based on this application-, that I am (fie Imal owner or huvc lxmi awborized by the legal owner of the property to C 6 e dcscrilmd work p rfm 11 th and area also authorized by the legal owner of any cmity included on this application to list that entity on this application. CIRCUMT: WIVA"E' (('()NTRACT0R) qf (01V4ER) (CONTRACTOR) tU NAME: SIGNATLIRE. DATE: ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Q Job Address IVeV w t /3rRn OA?. v v•r ro z �3 Permit Number 111 7 ❑ No one available for inspection: Time _f AM Re- Inspection required: Yes GNF,,� "When corrections have been made, call for re- inspection at 303 - 234 -5933 Date:' ! r/ Inspector: G DO NOT REMO E THIS NOTICE ♦ i CITY OF WHEAT RIDGE f ► Building Inspection Division / 60 #10 (303) 234 -5933 Inspection line _(303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: qlg Job Address: 13� ,,,� Y3,40 OR . _�7 � Permit Number: AM, ❑ No one available for inspection: Time A /PM Re- Inspection required: Yes * When corrections have been made, call for re- inspection at 303-234-5933 Date: ✓��/7�/ Inspect DO NOT REMOVE THIS NOTICE 4' • CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office * (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type Job Address Permit Number td f ♦ i CITY OF WHEAT RIDGE V Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE sir n crc Inspection Type: 11WA. - 4Z 4,,z Job Address: J~7:2,942 yifgn pP. p~in7 Permit Number: 4Z247,44 s;T,2 R _f 5,e - 2Q~y ❑ No one available for inspection: Time 3.' AM/PM Re-Inspection required: No "When corrections have been made, call for re-inspection at 303-2345933 Date: 444 Inspector: DO NOT REMOVE THIS NOTICE ALISON Page 1 of 1 C010radO The Official Stale Web Portal Division of Registrations' 3~ n Individual Information Engineers/Land Surveyors Back to your search results Ne_w_ Search Gerald C Schmitt Address License Number License Type License Status License Method License First Issued Last Renewal Date Last Expiration Date St Joseph, MO 64506 PE-24922 Professional Engineer Active Endorsement May 15, 1987 June 01, 2007 May 31, 2009 Board or Program Actions No actions on file (Information about Program or Board Actions ME* Return to Colorado Division of Registrations - Main Search, Page 01 --k Search for Company - All Licensing Types EMW Search for Individuals - All Licensing Ty_pe_s NEW Registrations Online Documents Generated' 12/10/08939 am Federal Home Page 11 State. Home,Page ii Department Home Page Usage Statistics Contect the Division of Registrations Privacy Statement I Disclaimer 1560 Broadway, State 1350 Denver, CO 80202 (3G3) 894-7800 - Phone Techn cal, Assistance: 003) 894-7693 - ray E Nailnformabon Teghn4_Ipyy$e n Relay Colorado (iY (English & ^paalsh), Vok:e, VCU, ASCII, STS Assistance Numbers) https://www. doradls.state.co.uslalison.php?action=COMPDETAIL&ind=true&soboard=4... 12/10/2008 3osmm zosmm @ c- s @ @ AS EFIE 1= I I 1T3 TT11- t t.' 1: 3- - 5v mm o:mm o' 0'mm 5 > Y - mm .mm im m prom m Ifiv 1/2 bvn 6<n m bvcr FL FL ` D. Dl (2)3/4" Dia. A36 A.Bolts D2 (2)3/4" Dia. A36 A.Bolts D3 (2)3/4" Dia. A36 A.Bolts D4 (4)3/4" Dia. A36 A.Bolts iD5 (4)3/4" Dia. A36 A.BoltS 'D6 (4)3/4" Dia. A36 A.Bolts jD7 (4)3/4" Dia. A36 A.eolts 'Plate W=8'• L=9" Plate W=8" L=10"' Plate W=8" L=10" Plate W=8" Plate W=8" L=11-11' (Plate W=8" L=1'-2" (Plate W=8" L=1'-1•• !Elevation=100'-0" Elevation=100'-0" Elevation=100'-0'• Elevation=1001-0" Elevation=101'-6'• Elevation=101'-6" Elevation=101'-6" 1/2 (13m, DIAMETER 30smn. 1-0 2 1/2" (64mm) CRETE ANCHORS PROJECTION (ao N) By vaCOLUMN 4'C''OOHCH ES 6ASE PLAiE ELEV :[~.TT.m O' W M1m~ SE L+ 1 1/a'~ OaE>uNC- wIDTN~ 1 -7"' IFT J~o 3zmm 3 mm 11 (25-m) PROUECTION ABOVE 1 D = t/ (13,=m) - 1- q 2 t I/2" BOTTOM DF TAMP ¢Ip wsH - o (omm) oamm NOTE. V2- 2/a' y2"~ V= C 6amm ~azmm b+mm r- E TYPICAL ANCHOR F ~bamm F s+mm IPIC L COLUMN BOLT PROJECTION FOAMED OPENING DETAIL BASE PLATE DETAIL D8 (4)3/4" Dia. A36 A.Bolts D9 (4)3/4" Dia. A36 A.Bolts D10 (2)3/4" Dia. A36 A.BOltS D11 (2)3/4'• Dia. A36 A.BoltS Plate W=8" L=1'-1•' Plate W=8" L=1'-1" Plate W=8" 1=10" Plate W=8" L=10" ''Elevation=103'-0'• Elevation=1031-0" Elevation=103'-0" Elevation=103'-0" CD f:OR PERMIT ONLY Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE Building Code: 97UBC :.l, "--i " FURNISHED BY OTHERS Live Load: (Not Reducible) 30.00 psf _ _ - - - ANCHOR BOLT PLAN - DETAILS 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHEAR AND TENSION PER Coll. Soad:Gravity 3.00, Uplift 0.00 psf _ _ THAI -AILI -"A OFFER OFF - - AISC SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH, EFFECTS OF EMBEDDED Wind Speed: 85.00 mph Ali 14 _ _ - FTBAF~T " - - - - - "1 DST Builders " 2/21/2000 ANCHOR BOLT EDGE DIMENSIONS AND METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS Wind Exposure C To FOOTINGS ARE TO BE DETERMINED BY OTHERS. Ground Snow 30.00 pit ICS TLIE 16:10;02 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. Snow Exposure Category. 3 - wheeat Ridge, Colorado yp BUILDINGS JT W 4. FOUNDATION MUST BE LEVEL, SQUARE, AND SMOOTH. ANCHOR BOLTS MUST BE Seismic; Zone 1 ACCURATELY PLACED AS SHOWN ON THIS DRAWING OR STEEL WILL NOT FIT. Building Use.Standard OccuomCies n, uc rx ow. mE "r E., o,a"r - - NTS `"E'"' 1.1 OF mngs, inc, emo ela yecs 'In. ureie nempnis 'vm ]OLIO GENERAL NOTES - 1. MATERIALS ASTM DESIGNATION STRUCTURAL STEEL PLATE A529 OR A572 OR ASIO OR A60J GRADE 50 COLD FORMED LIGHT GAGE SHAPES A5T0 OR A60T GRADE 55 BRACE RODS A572 GRADE 65, UNLESS NOTED f HOT ROLLED MILL SHAPES A36 OR A5T2 FY= 36 KSI OR GRADE 50 ROOF AND WALL SHEETS A653 OR A792 GRADE 50 BOLTS A30T AND A325 A325, UNLESS NOTED VP 2- STRUCTURAL PRIMER SHOP P PRIMER PAINT IS P. REST INHIBITIVE PRIMER AND IS VP BUILDINGS COL00. BRONZE. THIS PAINT NT IS NOT INTENDED FOR LONG TERM EXPOSURE TO THE ELEMENTS. VARCO-PRUDEN 3. A325 BOLT TIGHTENING REQUIREMENTS ALL HIGH STRENGTH BOLTS ARE A325-N UNLESS SPECIFICALLY NOTED OTHERWISE. STRUCTURAL BOLTS SHALL HE TIGHTENS BY BY THE TURN-OF-THE-NUT METHOD IN ACCORDANCE WITH THE LATEST EDITION, RISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". - EXCEPTION: 1/2" (13.) DIAMETER A325 BOLTS USED AT PURLIN AND GIRT LAP CONNECTIONS -AND AT .max: PURLIN/GIRT-TO-FRAME CONNECTIONS ARE NOT NECESSARILY REQUIRED TO BE FULLY PRE-TENSIONED. TIGHTENING TO THE "SNUG ' CFT' CONDITION AS DEFINED IN THE RCSC SPECIFICATION IS SUFFICIENT ..w. - _ T wsxc~ •o•.,. - Ys I ~ em I _ I EXCEPT AS NOTED OTHERWISE ON The. DRAWINGS. ALL HIGH STRENGTH BOLTS, EXCEPT AS NOTED OTHERWISE, AGE SUBJECT TO DIRECT TENSION AND MAY REQUIRE NSnECTION AS DEFINED BY THE APPLICABLE BUILDING CODE OR STANDARD. IT IS THE 1 saT., RESPONSIBILITY of THE ERECTOR To ASSURE PROPER TIGHTNESS. STANDING SEAM ROOF PANELS (SSR) T 1, PANEL RIB ROOF 6 WALL PANELS (PR) - VEE RIB WALL PANELS M) SPAN LOS WALL PANELS (SL) 4. BUILDER / CONTRACTOR RESPONSIBILITIES VP BUILDINGS STANDARD PRODUCT SPECFIC?SIONS APPLY AND UNLESS STIPULATED OTHERWISE IN THE y I/B- z 1/2^ Hy I~-~ Isq'~'. 6I <'^m I CONTRACT DOCUMENTS, VP B'U'ILDINGS DESIGN, FABRICATION, QUALITY CRITERIA STANDARDS AND TOLERANCES WILL GOVERN THE WORK. (A VP BJILiIINGS SPECIFICATION BOOKLET IS AVAILABLE UPON REQUFS T) T o" IN CASE OF DISCREPANCIES BETWEEN V? BUILDINGS STRUCTURAL PLANS AND PLANS FOR OTHER TRADES, r. 6 1/2^ 165mn THE VP BUILDINGS PLANS S: PILL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER / CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY', COUNTY, STA'.E, OR FEDERAL AGENCIES, AS REQUIRED. I 2 e" @- gs~vun~ 6gcm APPROVAL OF VP BUILDINGS DRAWINGS CCTRACT£S THE BUILDER / CONTRACTOR'S ACCEPTANCE OF THE VP BUILDINGS INTERPRETATION OF THE CONTRACT PURCHASE ORDER. 6 112" (165mm) GI4T5 / PURLIN$ ONCE THE BUILDER / CONTRACTOR OR A/-- FIRM HAS SIGNED VP BUILDINGS APPROVAL PACKAGE, CHANGES FROM THE PURCHASE ORDER BY a = SUi_DER WILL BE BILLED TO THE BUILDER / CONTRACTOR. FOR MATERIAL . _ , ENGINEERING, AND HANDLING FEES. SUCH CHANGES MAY CAUSE THE PROJECT To BE MOVED FROM THE z Ii/y j6: I t6 -°I windows and other This building is designed as an enclosed building. ''All doors FABRICATION AND / OR SHIPPING SCFE.^ULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MUST BE MOVED FROM THE FABRICATION AND / OR SHIPPING SCHEDULE, AS LONG AS VP BUILDINGS DESIGN AND m T , building accessories must be designed to resist wind loads per code requirements. DETAILING APPROACH COMPLIES WITH TFE PURCHASE ORDER. THE BUILDER / CONTRACTOR OR A/E FIRM ARE RESPONSIBLE FOR THE OVERALL PROJECT CONDITION. ALL INTERFACE AND COMPATIBILITY CONCERNING PINY MATERIALS NOT FURNISHED BY VP BUILDINGS ARE so' a i/x- E To BE CONSIDERED AND COCRDINATED BY THE BUILDER / CONTRACTOR OR A/E FIRM. ONLE55 SPECIFIC ci a16am DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE and secondar distributed on rimar r l l ds should be uniforml C ll t - PURCHASE ORDER' VP BUILDINGS 15SUMBTIONS WILL GOVERN. y p y y o a e a oa THE BUILDER / CONTRACTOR IS RESPONS3LE To INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS I /x I I i/z I members. The recommended method of load application is to the purlin s web. COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. SUPPLYING SEALED ENGINEERING DES_'GN DAZA AGE DRAWINGS FOR THE VP BUILDINGS BUILDING DOES NOT IMPLY OR 69um 6 ma 8 1/2" (216.) GIRTS / PURLIN$ The maximum load on any purlin flange should be 100# or less applied to the - CONSTITUTE AN AGREEMENT THAT VP BUILDINGS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FC3 IF.- CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN _ DATA ARE SEALED AS TO THE STRUCTURAL S'i S=EM FURNISHED BY VP BUILDINGS, IN COMPLIANCE WITH a middle of the flange. ALL REQUIREMENTS OF THE PURCHASE ORIER. THE BUILDER / CONTAACT00. IS RBS?ONS'BLE F04 SETTING OF ANCHOR BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH V? BUILDINGS "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQU:3ED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TC DETER_!:NE, FURNISH, P_ D INSTALL. 5. VP BUILDINGS IS AN APPROVED FABRICATOR WITH THE FOLLOWING CERTIFICATIONS: ICBO FA-240 CE ERMIT P 9001 CE3:I PIED I 0 CITY OF LOS ANGEL-ES TYPE I F-ABEICACCR CITY OF SL CANADIAN WE WELDDING BURBAC DIV:S ION 1 CEBTL F:CATION Y _ ONL ~1Q Rf,'~ j~rirrrr • ' Building Code: 97USC Live Loca (Not Reducible) 30.00 psf V~~e ° ~O S4`••• 'lJ COVER SHEET M00010120-01 OE 1 E 1 ® Coll Load Greaity 3.00, Uplift 0.00 psf Wind speea 85 .00 mph 77 z 1~ Iaprs DR- 25/2000 M00010120 01 O S Wind Exposure: C G d S 30 00 f = ICA 13 19 14 ' VP BUILDINGS INC w roun . ps Snow Exposure Ccteaory: 3 s eismrc zone 1 - When- Ridge, Colorado gP UI LGS : : c - JTw / . Building use standard occupncies CO-esoeee: AISC CATO. MB CERTIFIED "9aU711dN'!"` VP aulldings, Inc. 3200 Players Club Circle Memphis IN 3812b t T "r T S S m 0 N lam` ^ I_ 0 i .I v. > [ I I I I I I I I I I I I r D2 D4 D4 D4 D5 D7 D7 D7 DB D9 D9 D9 D9 D9 D10• 1 I I I I ~ D11 I I ~ I D3 I I I I ~ i D3 v a _ l D11 v I I I ' I I N I I I I O I I Dl l I ' ~I I I I I I I . I I I 'Dl D4 D4 D4 D5 D6 D6 D7 DS D9 D9 D9 D9 D9 D10' x r z I I I I x x x x x I x DllS M--12 _0" 121-01, 12-J41~Ik-_01,-M y4 -12 _01.-lcylvy~12 _0.~-i. _O i. I 2 12'-0"-5'-0 12'-0•'-6'-0" 1 I I 17'_6"--M-17'_6,•-Y-17'_6„17'_6„ 17'_6,•- _17'_6"-1-17'_617'_6" 20'_011-4-20 '_0„20,_0'•20'_0" 20'_0"-Y-20'_0,'. 120'-0" 70'I-0" I 70'I-0" I 1_- ANCHOR BOLT PLAN T Dimension Key ,[11 4'-0" [21 3'-0" [31 2'-6•• [41 3'-6" _ I51 2'-0" Finished Floor Elevation for Building 2 is 1011-61' OR Finished Floor Elevation for Building 3 is 103'-0" Denoted T_- With rectangle 0 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) 1. CONCRETE, GROUT, ANCHOR BOLTS, AND ANY OTHER EMBEDDED ITEMS ARE TO BE Building Code: 97UBC e,_ov FURNISHED BY OTHERS Live Load: (Not Reducible) 30.00 psf - ANCHOR BOLT PLAN 2. ANCHOR BOLT DIAMETERS WERE DETERMINED BY ALLOWABLE SHER4 AND TENSION PER Coll. Load:Gravity 3.00, Uplift 0.00 psf RISC SPECIFICATIONS (FY = 36 KSI). ANCHOR BOLT LENGTH, EFFECTS OF EMBEDDED Wind Speed 85.00 mph - pSP Builders 2/21/2000 ANCHOR BOLT EDGE DIMENSIONS ALL METHOD OF TRANSFERRING FORCES FROM ANCHOR BOLTS Wind Exposure C a-". a -SEE TO FOOTINGS ARE TO BE DETERMINED BY OTHERS. Ground Snow' 30.00 psf ICA x- 16:10:02 3. DESIGN LOADS AND REACTIONS ARE FURNISHED ON OTHER DOCUMENTS. Snow Exposure Category: 3 IN -3 Wheat Ridge, Colorado yp BUILDINGS 4. FOUNDATION MST BE LEVEL, SQDAAE, AND SMOOTH. AN"" BOLTS FNST BE Seismic zone 1 ACCURATELY PLACED AS SHOWN ON THIS DRAw ING OR STEEL WILL NOT FIT. Building Us2 Stand"rd Occupancies _T "O. - ICA JTW rnJTW v NTS VP Buildings, Inc. 3200 Players Club Circle Memphis IN dSiv Frame Member Schedule A325 Bolt Connection 5 Plate Schedule Frame Clearances Mem. Width Thick. Webthk Depthl Depth2 Approx. Lgth Part Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between mem bers 1 and 14: 511-2 1/2" 1 5" .1345 .1345 8" 8 " 12'-8 3/16" CX001 Did. -Length Thick . Out In Vertical Clearance at member 1: 12'-9 1/2" 2-4 5" .0730 2@. 0730 8 1/2" 8 1/2" 81-0 7/16" BG4X001 A 4 1/2" 1 1/2" 3/8" 1 1 Vertical Clearance at member 14: 12'-9 5/8" 5-7 5" .0650 2@. 0650 8 1/2" 8 1/2" 19'-3 13/16" BGX002 B 4 3/4" 2" 3/8" 1 1 Vertical Clearance at member 15: 13'-2 3/4" 8-10 5" .0650 2@. 0650 8 1/2" 8 1/2" 19'-3 13/16" BGX002 C 4 3/4" 2" 1/2" 1 1 Vertical Clearance at member 16: 161-8 3/4" 11-13 5" .0730 2@. 0730 8 1/2" 8 1/2" 8'-0 7/16" BGX003 Denoted with hexagon Vertical Clearance at member 17: 16'-8 3/4" 14 5" .0590 2@. 0590 8 1/2" 8 1/2" 12'-8 3/16" CGX001 Vertical Clearance at member 18: 13'-2 3/4" 15 5" .0590 2@. 0590 8 1/2" 8 1/2" 13'-3 3/16" EGX001 Finished Floor Elevat ion = 100'- 0" (Unless Otherwise Noted) 16 5" .0590 2@. 0590 8 1/2" 8 1/2" 16'-9 3/16" EGX002 17 5" .0590 2@. 0590 8 1/2" 8 1/2" 161-9 3/16" EGX003 18 5" .0590 2@. 0590 8 1/2" 8 1/2" 13'-3 3/16" EGX004 Denot ed with circle T~ JL Dimension Key _ [1] 4'-0" [21 8 1/2" [3] 2,-0„ [41 l'-7 7/16" '15] 2 @ 2'-8 15/16" [6] 3 1/4" [7) 3'-5 1/4" ;8] 4'-6 3/4" [9) 18'-6" Denoted with rectangle 4 2.000:12 27 4 112" 4 @ 5'-0 on 0 6 5 to w k::::::::::27 2'0p0:12 4 @ 5'-0„ on em 0 N w O 11-0" 1 - 21'-0 '-0 FRAME CROSS SECTION AT FRAME LINE(S) 1 FOR PERMIT,, ONLY 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED I0 ACCORDANCE WITH THE Building Code: 97UBC i "_-c; ' NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Live Load: (Not Reducible) 30.00 psf n . - - - FRAME CROSS SECTION AT FRAME LINE (S) 1 STRUCTURAL JOINTS USING ASTM A325 OR P490 BOLTS SECTION Coll. Load:Gravity 3.00, Uplift 0.00 ps v e. (dl (1) TURN-OF-NUT TIGHTENING. Wind Speed; 85.00 mph - 1 " 2. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME GIRT TO FRAME AND GIRT TO Wi d E C POP Builders 2/21/2000 , , CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. n xp,zUre Ground Snow' 30.00 psf ICA 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Snow Exposure Category: 3 - Whect Ridge, Color do 16:10:02 ` IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic' Zone I n 'N. '121L 11 VP 00ILDSNGS " - ` Buildin U St d d O i ICA T W J g se an ar ccupanc es NTS re ew auauy~, uac. ~mU uayea> uuu urue mempnio uv ~o~u Frame Member Schedule Mem. Width Thick. Webthk 1 6" .5000 .1345 2 5" .3750 .1345 3 51' .1875 .1345 4 5" .1875 .1345 5 5" .3750 .1345 6 5" .3125 .1345 Denoted with circle Depthl 1'-7" T T 4 9 2 000:12 27'_9 1/2., A325 Bolt Connection & Plate Schedule Frame Clearances Depth2 Approx . Lgth Part Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 6: 48'-1" 2'-2" 13'-4 13/16" CX002 Dia. Length Thick. Out In Vertical Clearance at member 1: 11'-7 13/16" 1'-7" 24'-9 1/8" RBX001 A 12 3/4" 2" 1/2" 4 2 Vertical Clearance at member 6: 11'-7 1/8" 1'-1" B 4 3/4" 2" 1/2" 1 1 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) 1'-6" 27'-4 9/16" RBX002 Denoted with hexagon 2'-2" 2'-4" 11'-7 1/8" CX003 21,-4 1/2• 2.006:12 4 @ 5_0„ 4 @ 0 ~ r 0 6 5 5 6 ✓t rM N 'o p, pr U h Dimension Key [1) 8 1/2" [2] 4'-0" [3) 2'-0" [4) l'-7 7/16" [5) 2 @ 21-8 15/16" [6] 3 1/4" [7] 3'-5 1/4" [8] 4'-6 3/4" [9] 18'-6" Denoted with rectangle (2)FB3004 0 FRAME CROSS SECTION AT FRAME LINE(S) 2 T 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION Building Code: 97UBL Live Load: (Not Reducible) 30.00 psf Coll. Load:Gravity 3.00, Uplift 0.00 psf " -15 -111 - ,eo _ , . LRP 11 10 - OR "1 1.1 -DIF P1 r--= OR FRAME CROSS SECTION AT FRAME LINE (S) 2 S.(d)(1) TURN-OF-NUT TIGHTENING 2 USE 1/2 DIA A 325 BOLTS Wind Speed 65.00 mph ' , - c - DIP Builders 2/21/2000 . . . FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE SEE J06 DETAILS FOR BOLT LENGTHS Wind Exposure C Ground Snow. 30 00 ps - ICA 10 02 16 . 3 . : : . INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Snow Exposure Category: 3 Wheat Ridge, Colorado IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic. Zone 1 !CA VP BUILDINGS dTW Building Us e. 3[anda rd Occupancies _ ERE=C1. NC 17 . m>=a NTS " - 1.1 (2) FB3 0 Frame Member Schedule Mem. Width Thick. Webthk 1 6" .5000 .1345 2 5". .3750 .1345 3 5" .1875 .1345 4 5" .1875 .1345 -5 5" .3750 .1345 6 5" .3125 .1345 Den oted wi th circle Dimension Key [1) 8 1/2" (2) 4'-0m (3) 2'-0" (4) 1'-7 7/16" [5) 2 @ 2'-8 15/16" [6) 3 1/4" [7) 3'-5 1/4" [,8) 4'-6 3/4" [9) 18'-6" Denoted with rectangle Depthl 1 2'-1" 1'-7" A325 Bolt Connection & Plate Schedule Frame Clearances Depth2 Approx. Lgth Part Id Qty Bolt Bolt Plate ROWS Rows Horizontal Clearance between members 1 and 6: 48'-1" 2'-2" 13'-4 13/16" CX002 Dia. -Length Thick . Out In Vertical Clearance at member 1: 11'-7 13/16" 1'-7" 24'-9 1/8" RBXO03 A 12 3/4'_ 2" 1/2" 4 2 Vertical Clearance at member 6: 111-7 1/8" 1'-1" B 4 3/4" _ 2" 1/2" 1 1 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) 1'-6" 27'-4 9/16" RBX004 Denoted with hexagon 2'-2" 2'-4" 11'-7 1/8" CX004 T 9 9 2.000:12 2T-g 1/2•, 27 4 1/2,. 4 @ 5_0„ 4 @ 5' 0 0 r 0 ov 6 5 0 - W as o (2)FB3004 P 1 '-0 FRAME CROSS SECTION AT FRAME LINE(S) 3 5 (2) FB301 VP Ref: Shape Name = 0ulltllna d 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 9]UBC d FRAME CROSS SECTION AT FRAME LINE (S) 3 NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Live Load: (Not Reducible) 30.00 psf lift 0 00 sf it 3 00 U ll L d G - - III- F-F A-IIAE FIR IRD" -.,I STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION . p y . , p Ca . oa : rav I„ i 8.(d)(1) TURN-OF-NUT TIGHTENING. Wind Speed 85.00 mph DAP Builders 2/21/2000 2. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Erocsure: C 51EIL III IGp 16:10:02 CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3 IN UATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION T LATION OF ADE Ground Snow: 30.00 psf Snow Exposure Category: 3 - " wheat Ridge, Colorado 6UILDIYGS , - . S AL Q IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic ZonE 1 _ l - -7 ICA VP IF, TW I Building Une:Standard Occupancies 1.1 Al F-11, 1, o, ,o.,.. - e..,... NTS 2.000: Frame Member Schedule Mem. Width Thick. Webthk 1 5" . 3125 .1345 2 5" . 3750 .1345 3 5" . 1875 .1345 4 5" . 1875 .1345 5 5" . 3750 .1345 6 5" . 3125 .1345 Den oted with circle Dimension Key [13 8 1/2" [21 4'-0" [31 2'-0" [41 l'-7 7/16" [51 2 @ 2'-8 15/16" [61 3 1/4" [73 3'-5 1/4" [81 4'-6 3/4" [91 18'-6" Denoted with rectangle Depthl 1'-0" 2'-1" 1'-0" I,_4„ EN- A325 Bolt Connection s Plate Schedule Frame Clearances Depth2 Approx . Lgth Part Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 6: 48'-3" 2'-2" 11'-7 13/16" CX005 Dia. -Length Thick . Out In Vertical Clearance at member 1: 11'-7 13/16" 1'-0" 27'-4 9/16" 80005 A 12 3/4" 2" 1/2" 4 2 Vertical Clearance at member 6: 11'-7 13/16" 1'-4" B 8 3/4" 2" 3/8" 1 3 Finished Floor Elevation = 100'-0" (Unless Otherwise Noted) 11-0" 27'-4 9/16" RBX006 Denoted with hexagon 2'-1" 2'-2" 11'-7 13/16" CX006 I 4 4 i1~., 2.000:12 27'" BE 6 5 BE, m I v 9 27•_9 1121, 2.000:12 m m 5 6 ED v. on om Bo So Io o w u n o (2)FB3004 P O FRAME CROSS SECTION AT FRAME LINE(S) 4 (2) FB30 ve nec .nape name = nul is mg I 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97USC -B., NOVEMBER 13, 1965, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Live Lead: (Not RedUCible) 30.00 par 7EEIIIE 11E El - FRAME CROSS SECTION AT FRAME LINE (S) 4 STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION Coll. Load:Gravity 3.00, Uplift 0.00 psf _ MI v l B. (d))I) TURN-OF-NUT TIGHTENING. Wind Speed. $5.00 mph . L BE -F.EEI. IsI a - . : -:cn -72 DS? B ild ' 2/21/2000 " 2 USE I/2 DIA A325 - - 1 u ers . . BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS Wind Exposure. C Ground Snow' 30 00 sf _ 1CA 16'10:02 . 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION p . Snow Exposure Category 3 TIE I I 'I Wheat Rage, Colorado VP N DINGS IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic: Sane 1 - _ ' ICA I _ STN Building Use..SCardard Occupancies - , v-. .>-r To o..a.,ok•.: _ acmz 1 1 rc El- NTS . me Member Schedule ,0" Width Thick. Webthk Depthl L 6" .3125 5" .1345 11_0„ 3 51, .3125 .1345 21-1,- 4 51, •1875 .1345 21-1„ 5 .1875 .1345 2•-1„ 5" .3125 .1395 I 6 5" 2'-1" . 3125 Denoted w' •1395 rth circle z _l Dimension Key 11) 8 1/2" [2] [3] 2'-6„ [4] 2'-0„ 5] 1'-7 7/16„ 61 2 @ 21-8 15/16•' 7] 3 1/4" 8] 1'-11 1/4" 9] 3'-0 3/4" LO] 18'-6" 'noted with rectangle Depth2 2'_3„ Approx. Lgth part 2•-1„ 11'_7 15/16" CX008 2 . 27 9 1/2" RBX007 2'-1„ 2•-2„ 271-4 1/2„ RBX008 2'_3" 11'-6 15/16„ CXO11 A325 Bolt Connection & Plate Id Qty Bolt Bolt Plate Dia. -Length Thick A SO 3/4" 2" B 10 3/4•'- 2„ 1/2., Denoted with hexagon 3/8 Schedule Rows Rows Out In 3 2 2 3 Frame Clearances Horizontal Clearance between Vertical members 1 and 6: Clearance at member 1: 11'-7 15/16" Vertical Clearance at member 6: 11'-6 15/16" Finished Floor Elevation = 101'-6•' (Unless Otherwise Noted) P 2.000:12 5 5 27'_4 1/2 9 @ 5,-0,• ~~42 2121, 2. 000:12 .325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED CVEMBER TRUCT 3 URRL JOINTS ALLOWABLE STRESS DESIGN SPECIFICATION EFOR TH THE (d) (1) TURN USING ASTM A325 OR A490 BOLTS OF-NUT TIGHTENING. SECTION 112 DII. A325 BOLTS FOR ROBLIN TO FRA.MF, GIRT .IP CONNECTIONS UNLESS HOTEL OTHERWISE. SEE SOB STALLATIO OF ADE TO FRAME, AND GIRT TO BRACING F DETAILS FOR BOLT LEN , IS THE QUITE RESPONSIBILITY TEMPORARY N OR UEE UN?IL CONS TRUCPIONG'HS. COMPLETE S' THE ERECTOR. Building Use.:standartl Occupancies Building co,,. 11"Pe Name Live Load: (Not Reducible) 30.00 psf Coll. LDad:G850 3.00, Uplift 0.00 psf _ Wind Speetl: 85.00 mpL Wind Exposure: C 11 Ground Snow: 30.00 psf Snow Exposure Category: 3 seismac Zone 1 .v 1 3 , T' I P a 004 FRAME CROSS SECTION AT FRAME LINE(S) 5 " DSP Builders - °0 ICI ^ 2/21/2000 _ ' Wheat Ridge, Colorado 16:10:02 54 FRAME CROSS SECTION AT FRAME LINE(S) 5 Frame Member Schedule A325 Bolt Connection 5 Plate Schedule Frame Clearances Mem. Width Thick. Webthk Depthl Depth2 Approx . Lgth Part Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 6: 47'-6" 1 5" .3750 .1345 11-0" 2'-4" 13'-4 13/16" CX015 Dia. -Length Thick . Out In Vertical Clearance at member 1: 11'-8 1/8" 2 5" .3750 .1644 21-1" 11-8" 24'-7 1/8" RBX017 A 14 3/4"_ 2" 1/2" 5 2 Vertical Clearance at member 6: 111-8 15/16" 3 5" .1875 .1345 11-8" 1'-4 1/16" B 8 3/4" _ 2" 3/8" 1 3 Finished Floor Elevation = 103'-0" (Unless Otherwise Noted) 4 5" .1875 .1345 l'-4 1/16" 1'-9" 27'-4 9/16" RBX018 C 12 3/4" 2" 1/2" 3 3 5 5" .3750 .1345 11-9" 2'-1" Denoted with hexagon 6 5" .2500 .1644 1'-0" 2'-9" 11'-8 15/16" CX018 Denot ed with circle Dimension Key - [11 8 1/2" [2) 4'-0" [31 2'-0" (4) l'-7 7/16" [51 2 @ 2'-8 15/16" [61 3 1/4" [71 3'-5 1/4" 181 4'-6 3/4" [91 18'-6" Denoted with rectangle T 4 9 2 000:12 27'-4 112„ 27 4 1/2,. 4 @ 5-0" 4 @ 5 0 0 Co m n o o o, ON 6 Co ED M o (2) FB3014 an FRAME CROSS SECTION AT FRAME LINE(S) 10 U n (2) FB303 ~=0R PERMIT ONLY VP Ref: Shape Name = Building 3 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97UBC -.,,.n.,._,.,... ...-_-1 P-1, NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Live Load: (Not Reducible) 30.00 psf ST 13 FROME1 SOLE Y FOR Ev LE FRAME CROSS SECTION AT FRAME LINE(S) 10 STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION Coll. Load.GC>vity 3.00, Uplift 0.00 Of I s--E, -1 FIE 11-1 - .,IT 11 H - 8. (d) TURN-OF-NUT TIGHTENING. Wind Speed; 85.00 mph SLI ~ ~ - FELT, 1 - I - LIFE - 2. USE 1/2 2 DIA. A32 A3255 BOLTS FOR PURLIN TO TRANS GIRT TO FRAME AND GIRT TO Wi d E ' C _ TS DSP Builtlers 2/21/2000 , , CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE SOB DETAILS FOR BOLT LENGTHS. n xposure Ground Snow' 30 00 psf - - ICA " 16 10 02 3. INSTALLATION OF ADEQUATE TEMPORARY SPACING FOR USE UNTIL CONSTRUCTION Snow Exposure Category: 3 RE3POIS -LE OE I-E, -E 11-7113- ` Wheat Ridge, Colorado : : S I8 COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic Zane 1 VP BU LLDINGS _ ` B ildi St U d tl ICA STW u ng se an dr Occupancte> Lulllg TIE oe. ..Ell -n NTB r._"_ 1.1 2.000; T rr pua ♦u~uya, i.- iaeyeia "uu lvem"S- 'w 0 Frame Member Schedule Mem. Width Thick. Webthk 1 5" .3750 .1345 2 5" .3750 .1644 3 5" . 1875 .1345 4 5" . 1875 .1345 5 5" . 3750 .1345 6 5" . 2500 .1644 Den oted with circle Depthl Depth2 1'-0" 2'-4" 2'-1" 1'-8'• 11-81• l'-4 1/16" 1'-4 1/16" l'-9" 1'-9„ 2'-1" 1'-0" 2'-9" Approx. Lgth Part 13'-4 13/16" CX019 24'-7 1/8" RBX019 27'-4 9/16" RBXOIB 11'-8 15/16" CX018 A325 Bolt Connection 6 Plate Schedule Frame Clearances Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 6: 47•-6" Dia. Length Thick . Out In Vertical Clearance at member 1: 111.-6 1/8" A 14 3/4" 2" 1/21• 5 2 Vertical Clearance at member 6: 11'-8 15/16" B 8 3/4" 2" 3/8" 1 3 Finished Floor Elevation = 1031-0" (Unless Otherwise Noted) C 12 3/4" 2" 1/2" 3 3 Denoted with hexagon T T 4 9 2 000:12 27''9 „ 1/2„ 27,-q 1/2 2.000:12 ch an m 0 0 6 5 ou rm=, - m 5 6 N N O a u n o RE 14 :a 0 (2) Dimension Key [2] 4,-0„ 59,_0„ 9 1' 7 " FRAME CROSS SECTION AT FRAME LINE(S) 11 [ ] - 7/16 [5 2 2' " ] @ -8 15/16 [6] 3 1/4" [7] 3'-5 1/4" x -=OR PERMI [e] 4'-6 3/4" l [9] 18'-6" Denoted with rectangle ON LY VP Ref: Shape Name Building 3 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Cade: 97UBr IG 711n-1 w' - BI 1v:. ° 4 NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Live Load: (Not Reducible) 30.00 put - FRAME CROSS SECTION AT FRAME LINE (S) 11 STRUCTURAL JOINTS USING ARTS A325 OR A490 BOLTS SECTION Coll. Load Gravity 3.00, Uplift 0.00 psf _ b^ \ ".o: , _ .o ,bsi - . 6. (d)I11 TERN-OF-NOT TIGHTENING. 2. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME GIRT TO FRAME AND GIRT TO Wind Speed 85.00 mph 'wi d . , . . ] a - - - DSP Builders 2/21/2000 , , CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. n Exposure C G: aund Snow 30.00 psf "En ICA 16:10:02 3 INSTALLATION OF ADEQUATE TEMPORARY BRACIN . G FOR USE UNTIL CONSTRUCTION Snow Exposure Category' 3 Wheat Ridge, Colorado , x.c. . IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Se15mi[ Zone 1 ' . Arr 11 ERE-- ICA VP BUZLDINGE v . ITS Building Usa Stanaard Occupancies -°t E FE w" - - 11 nuiio , inc. JE,c ri ayers ,,i uu ucue uemy"ra Frame Member Schedule A325 Bolt Connection 5 Plate Schedule Frame Clearances Mem. Width Thick, Webthk Depthl Depth2 Approx . Lgth Part Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 6: 47'-7" 1 7" .3125 .1345 11-0" 2'-2" 11'-7 13/16" CX016 Dia. -Length Thick . Out In Vertical Clearance at member 1: 11'-7 13/16" 2 5" .3750 .1345 21-1" 2'-1" 27'-4 9/16" RBX015 A 12 3/4'• 2" 1/21• 4 2 Vertical Clearance at member 6: 11'-7 1/16" 3 5" .1875 .1345 2'-1" 2'-1" B 10 3/4" 2•' 3/8" 2 3 Finished Floor Elevation = 103'-0" (Unless Otherwise Noted) 4 5" .1875 .1345 21-1•' 2'-1" 27'-4 1/2" REX016 C 18 3/4" 2" 3/8" 6 3 '5 5" .3125 .1345 2'-1'• 2'-3" Denoted with hexagon 6 5" .2500 .1644 1'-0'• 2'-10" 11'-7 1/16" CX017 Denot ed with circle i Dimension Key [1) 8 1/2" [2) 1'-6,. [31 2'-6" [4) 2'-0" [5] l'-7 7/16" [61 2 @ 2'-8 15/16" [71 3 1/4" [61 l'-11 1/4" [9) 31-0 3/41' [10[ 18'-6" Denoted with rectangle 5 5 4 1~2. 2.000:12 27'-4 1/2„ 27'_ 2.000:12 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURAL JOINTS USING AGIN A325 OR A490 BOLTS SECTION 8.(d)(1) TURN-OF-NUT TIGHTENING. 2. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. 3. INSTALLATION OF ADEQUATE TEMPORARY SPACING FOR USE UNTIL CONSTRUCTION IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. '-0 FRAME CROSS SECTION AT FRAME LINE(S) 9 Building code: 97USC Live Load: (Not Reducible) 30.00 psf Coll. Load:Gravity 3.00, Uplift 0.00 if Wind Speed: 85.00 mph Wind Exposure; C Ground Snox 30.00 psf Snow Exposure Category: 3 Seismic: Zone 1 Building Use:Standard Occupancies Name = Building 3 DSP Builders 2/21/2000 ICA Wheat Ridge, Colorado 16:10:02 VVP DO. DINGS ICA dTW ^ 1.W1 Y 40 0 FOR PERMI"T VP Buildings, Inc. 3200 Players Club Circle Memphis IN 39125 Frame Member Schedule Mem. Width Thick. Webthk 1 5" .3750 .1345 2 5" .3125 .1345 3 5" .1875 .1345 4 5" .1875 .1345 5 5" .3125 .1345 6 5" .3125 .1345 Den oted with circle Depthl 1'-1" 2'-1" 1'-5" Depth2 Approx . Lgth Part 1'-10" 13'-4 13/16" CX007 1'-5" 25'-1 3/16" RB-X011 1'-2" 1'-5" 27'-4 1/2" RBX012 2,_0" 2'-1" 11'-8 5/8" CX012 4 2.000:12 27 4 1~2. 5 co I Om A325 Bolt Connection s Plate Schedule Frame Clearances Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 6: 48'-8" Dia. -Length Thick . Out In Vertical Clearance at member 1: 11'-7 1/8" A 12 3/4" 2" 1/2" 4 2 Vertical Clearance at member 6: 111-8 5/8" B 4 3/4" 2" 1/2" 1 1 Finished Floor Elevation = 101'-6" (Unless Otherwise Noted) Denoted with hexagon k:::::::::::27'-4 1/2'• 2.000:12 0 4 @ 5 _0„- T Y 0 co co V h Dimension Key [11 8 1/2" [21 4'-0" [31 2,_0" [41 l'-7 7/16" '[51 2 @ 2'-8 15/16" [61 3 1/4" [7) 3'-5 1/4" [81 4'-6 3/4" [91 18'-6" Denoted with rectangle o (2) FB2104 N O FRAME CROSS SECTION AT FRAME LINE(S) 6 (2) FB211 yr hex: shape name Bull.ing t 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1905, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Building Code: 97UBC Live Load: (Not Reducible) 30.00 psf "ma,. FRAME CROSS SECTION AT FRAME LINE (S) 6 STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION Coll. Lcad:Gravity 3.00, Uplift 0.00 psf - 8.(d)(1) TURN-OF-NUT TIGHTENING. 2. USE 1/2 DI A. A325 BOLTS FOR BERLIN TO FRAME GIRT TO TRANS AND GIRT TO Wind Speed' 85.00 mph Wi d r -R~ Or VF EnL' 112. PEP Builders ' 2/21/2000 . , , CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. n Exposu e: C Ground Snow: 30.00 psf ICA ` 16:10:02 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Snow Exposure Category: 3 m-w T-1 + 4 -Vk Whe at Ridge, Colorado . " ` - IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic Zone 1 k' T11 1-t 0'71:1 ' e , yp BUILDINGS --J T W • Building Use ,Standard Occupancies CAE,-, Omv 0, u, r-.. N_S ien:z - 1.1 a=~ euunings, inc. a, iayera uuu ,.irci empnia , .a- / Frame Member Schedule A325 Bolt Connection 5 Plate Schedule Frame Clearances Mem. Width Thick. webthk Depthl Depth2 Approx. Lgth Part Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 6: 48'-6" 1 5" .3750 .1345 11-1" 11-11" 13'-4 13/16" CX013 Dia. -Length Thick . Out In Vertical Clearance at member 1: 11'.-7 5/16" 2 5" .3125 .1345 2'-1" 11-6" 251-0 3/16" R13X013 A 14 3/4" 2" 1/2" 5 2 Vertical Clearance at member 6: 11'-7 13/16" 3 5" .1875 .1345 11-6" 11-2" B 4 3/4" 2" 1/2" 1 1 Finished Floor Elevation = 101'-6" (Unless Otherwise Noted) 4 5" .1875 .1345 l'-2" 11-5" 27'-4 1/2" R13X014 C 12 3/4" 2" 1/2" 4 2 5 5" .3125 .1345 11-5" 2'-1" Denoted with hexagon 6 5" .3125 .1345 11-0" 2'-2" 11'-7 13/16" CX014 Denot ed with circle 9 4 2.000:12 27'-9 1121• 27 4 112,. 2.000: -4 @ 5 01, o c 4@ 5'_0 - (2) FB2110 0 ti 0 Dimension Key [11 8 1/2" [21 4'-0" (31 2'-0,. [41 l'-7 7/16" [51 2 @ 2'-8 15/16" [61 3 1/4" [71 3'-5 1/4" [8) 4'-6 3/4" [9] 18'-6" Denoted with rectangle r (2) FB30 r=OR P E.E.: R M I T ONLY VP Ref : Shape Name = Building 3 1. A325 HIGH STRENGTH BOLTS SMALL BE TIGHTENED IN ACCORDANCE WITH THE Building Cade: 91UBC rap: -s IT re FRAME CROSS SECTION AT FRAME LINE(S) 7 NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Live Load: (Not Reducible) 30.00 por c Lcad:Gravit 00 lift 0 Coll 3 U 00 psf u STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION 6.(n11) TORN-OF-NUT TIGHTENING. , . . y . p Wind Speed: 85.00 mph .o DSP Builders 2121/2000 21 USE 112 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Exposure. C f 97, ICA - 16:10:02 CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. Ground Snow 30.00 ps - 3 INSTALLATION OF ADE UATE TEMPORARY BMCING FOR USE UNTIL CONSTRUCTION Snow Exposure Category: 3 1-2 1,1 11 7111-~ 1 : , Wheat Ridge, Colorado LOINGS Q . IS COMPLETE, 15 THE RESPONSIBILITY OF THE ERECTOR. Seism[ Zone l _ Ail n1- _ _ ICA VP BD JTW Building Use,standard Occupancies " .c ....-~..c. - - - .:n.: 1 1 NTS . VP Buildings, Inc. 3200 Players Club Circle Memphis I N 38125 4'-0 FRAME CROSS SECTION AT FRAME LINE(S) 7 Frame Member Schedule Mem. Width Thick. Webthk 1 5" .3125 .1345 2 5" .3750 .1345 3 5" .1875 .1345 4 5" .1875 .1345 5 5" .3750 .1345 6 5" .3125 .1345 Denoted with circle Dimension Key [11 8 1/2" (21 4,-0" (31 2'-0" [41 l'-7 7/16" '[51 2 @ 2'-8 15/16" (61 3 1/4" (71 3'-5 1/4" 181 4'-6 3/4" [91 18'-6" Denoted with rectangle Depthl 1'-0" 2'-1" 1'-0" 1'-4„ 1'-0" 1'-0" A325 Bolt Connection s Plate Schedule Frame Clearances Depth2 Approx. Lgth Part Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 6: 48'-3" 2'-2" 11'-7 13/16" CX005 Dia. -Length Thick. Out In Vertical Clearance at member 1: 11'-7 13/16" 11-0" 27'-4 9/16" RBX005 A 12 3/4" 2" 1/2" 4 2 Vertical Clearance at member 6: 11'-7 13/16" 1'-4" B 8 3/4" 2" 3/8" 1 3 Finished Floor Elevation = 1011-6" (Unless Otherwise Noted) 1'-0" 27'-4 9/16" RBX006 Denoted with hexagon 2,-1" 2'-2" 11'-7 13/16" CX006 4 2.000:12 27,_4 1/2 4 @ 50., m 0 6 5 m I i 9 2T-4 1/2^ 2.000:12 0 N 5 0 6 N Ed N N 'd 'd o (2)FB3004 0 -0 FRAME CROSS SECTION AT FRAME LINE(S) 8 (2) FB3 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION Building Code: 97UBC Live Load: (Not Reducible) 30.00 psf Coll. Load:Gravity 3.00, Uplift 0.00 psf ` : IIm. F 1IEIojF - - - - - - _1FR 11 FEP ME, IF I, E O5 FRAME CROSS SECTION AT FRAME LINE (S) 8 8.(d)(1) TURN-OF-NUT TIGHTENING. 2. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME GIRT TO FRAI4E AND GIRT TO wind Speed: 85.00 mph Wi d E ~ E" _ - - - - DIE Bu it de rs ' - ' 2/2112000 , , CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. n xposure: C Ground Snow: 30.00 pat ICA 16 10 02 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION l : : Snow Exposure Category: 3 Wheat Ridge, Co orado zC, G- I S COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic Zone 1 ldi d d ICA VP BUILDINGS JIG Bui ng USeeStan ar 0¢manCies Y11, TI,.r_ ;oaa, - N ,S k7FF,1 1.1 Frame Member Schedule A325 Bolt Connection 6 Plate Schedule Frame Clearances Men. Width Thick. Webthk Depthl Depth2 Approx. Lgth Part Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 6: 47'-3" 1 5" .2500 .1644 11-0" 2'-8" I11-7 3/4" CX020 Dia. -Length Thick . Out In Vertical Clearance at member 1: 11'-7 3/4" 2 5" .3750 .1345 2'-2" l'-5" 27'-4 9/16" RBX020 A 12 3/4" 2" 1/2" 3 3 Vertical Clearance at member 6: 11'-7 3/4" 3 5" .1675 .1345 11-5" 11-5 1/16" B 8 3/4" 2" 3/6" 1 3 Finished Floor Elevation = 103'-0" (Unless Otherwise Noted) 4 5" .1875 .1345 1'-5 1/16" l'-5" 27'-4 9/16" RBX021 Denoted with hexagon 5 5" .3750 .1345 l'-5" 2'-2" 6 5" .2500 .1644 11-0" 2'-8" 11'-7 3/4" CX021 Denot ed with circle EN_ V o (2)FB3034 0 m Dimension Key [11 8 1/2" (21 4'-0„ (3) 2'-0„ [41 l'-7 7/16" ;51 2 @ 2'-8 15/16" [61 3 1/4" [71 3'-5 1/4" [8) 4'-6 3/4" [91 18'-6" Denoted with rectangle 4 2.000:12 1_4 112. -4 @ 5 0 k::::::::::27 1-4 1/2,. 2' 00012 4 @ 5'-0•' -0 FRAME CROSS SECTION AT FRAME LINE(S) 12 (2) FOR PERMIT ONLY VP Ref : Shape Name - Building 3 1. A325 HIGH STRENGTH BOLTS SMALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97UBC _ ei '3 U, FF~' IF FRAME CROSS SECTION AT FRAME LINE (S) 12 NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Live Load: (Not Reducible) 30.00 at : 1 FIE- - - 325 Lo ad:Gravit lift 0 Coll 3 00 U 00 psf 1 IF _ k OR A990 BOLTS SECTION STRUCTURAL JOINTS USING ASTM A 8.(d)(1) TURN-Ow-NUT TIGHTENING . . y . , p Wind Speed: 85.00 mph IV _ _ a : DER Builders 2/21/2000 2. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Exposure. C f - ICP. v 16:10:02 CLIP CONNECTIONS UNLESS NOTED OTHERWISE SEE SOB DETAILS FOR BOLT LENGTHS. Ground Snow. 30.00 ps ° d 3 INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Snow Exposure Category: 3 = Wheat Ridge, Colora o U LDINGS o . IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic Zane 1 ICA VP B I GTW Building Use;S[anda rtl Occupancies . o.. - N_S VP Buildings, Inc. 3200 Players Club Circle Memphis I N 38125 Frame Member Schedule Mem. Width Thick. Webthk 1 5" .3750 .1345 2 5" .3750 .1644 3 5" .1875 .1345 4 5" .1875 .1345 5 5" .3750 .1345 6 5" .2500 .1644 Denoted wi th circle Depthl Depth2 1'-0" 2'-4" 2'-1" 1'-8" 11-8" l'-4 1/16" l'-4 1/16" 1'-9" 1'-9" 2'-1" 1'-0" 2'-9" A325 Bolt Connection s Plate Schedule Frame Clearances Approx . Lgth Part Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 6: 47'-6" 13'-4 13/16" CX019 Dia. _i.ength Thick . Out In Vertical Clearance at member 1: 11'-8 1/8" 24'-7 1/8" RBX019 A 14 3/4" _ 2" 1/2" 5 2 Vertical Clearance at member 6: 11'-8 15/16" B 8 3/4" 2" 3/8" 1 3 Finished Floor Elevation = 103'-0" (Unless Otherwise Noted) 27'-4 9/16" RBX018 C 12 3/4" 2" 1/2" 3 3 Denoted with hexagon 11'-8 15/16" CX018 9 2 000:12 1 2, 21-4 -4 @ 5 _0" 0 ef do Of pi- 9 1/2r, 2 000;12 m - 6 ou ru N N to d U FB3014 o P N O (2) a C. Dimension Key [1] 8 1/2"~O" / T [2] 4'-0„ 54._0,. iii [4] 1'-7 7/16" FRAME CROSS SECTION AT FRAME LINE(S) 13 [51 2 @ 21-8 15/16" [67 3 1/9" ' [7) 3'-5 1/4" [91 48663/4" PERMIT FOR PERMIT R Denoted with rectangle ONLY 4 ONLY VP Ref: Shape Name Building 3 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97UEC 'ITS FRO-G. i--5 _ _ - NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Live Load: (Not Reducible) 30.00 psf - "S., FRAME CROSS SECTION AT FRAME LINE (S) 13 STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION Call. Load:Gravity 3.00, Uplift 0.00 psf - - 8.(d)(1) TURN-OF-NUT TIGHTENING. Wind Speed: 85.00 mph - TOP Builders - 2/21/2000 OR 11 M-D:113. 2. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Exposure' C CLIP CONNECTIONS UNLESS NOTED OTHERWISE. BEE JOB DETAILS FOR BOLT LENGTHS. Ground Snow: 30 00 psf TIE OTIEFFIL OFT-En .1 OR LRE-E IS ICA 16:10:02 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Snow Exposure Category: 3 " Wheat Ridge, Colorado VP BUI LJIYGS ` IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic' Zone 1 _ IGA dTW/a[ I "T-1-- IF 0 I=S' ELITES, Building User Standard Occupancies FOR I -n - .o., w o.."' ra„~. 'e" NTB RE-o ✓Y dniltling5, Ind. IlIn 1'layer5 1:1u0 Miele Mempnl5 "ILE .TOLL] Frame Member Schedule A325 Bolt Connection & Plate Schedule Frame Clearances Mem. Width Thick. Webthk Depthl Depth2 Approx. Lgth Part Id Qty Bolt Bolt Plate Rows Rows Horizontal Clearance between members 1 and 6: 47'-6" 1 5" .3750 .1345 11-0" 2'-4" 13'-4 13/16" CX015 Dia. -Length Thick . Out In Vertical Clearance at member 1: 11'-8 1/8" 2 5" .3750 .1644 21-1" 11-8" 24'-7 1/8" RBX017 A 14 3/4" 2" 1/2" 5 2 Vertical Clearance at member 6: ll'-8 15/16" 3 5" .1875 .1345 11-81• 1'-4 1/16" B 8 3/4" _ 2" 3/8" 1 3 Finished Floor Elevation = 103'-0" (Unless Otherwise Noted) 4 51• .1875 .1345 l'-4 1/16" 1'-9" 27'-4 9/16" RBX018 C 12 3/4" 2" 1/2'• 3 3 5 5" .3750 .1345 11-91' 2'-1" Denoted with hexagon 6 5" .2500 .1644 11-0" 2'-9" 11'-8 15/16" CX018 Denot ed with circle T 4 9 ' p.000 :12 2T _4 1/2 27'_9 1/2„ 2.000:12 4 @ 5-0" 0 o a 6 5 - ° as - m 5 o (2) FB3014 0 ass Dimension Key [1] 8 1/2" [2] 4'-0" [3] 2'-0" [4] l'-7 7/16" [5] 2 @ 2'-8 15/16" [6] 3 1/4" [7] 3'-5 1/4" [8] 4'-6 3/4" [9] 18'-6" Denoted with rectangle (2) FB3 FAR PERMIT ONLY ve net: Snape name = Buuamg a 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97UBC - - _ NOVEMBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Live Load: (Not Reducible) 30.00 psf ~5 - - FRAME CROSS SECTION AT FRAME LINE (5) 14 STRUCTURAL JOINTS USING SETH A.325 OR A490 BOLTS SECTION Coll. Load:Gravity 3.00, Uplift 0.00 psf _ _ =r .a: _ - , _ ' a (d)(1) TURN-OF-NUT TIGHTENING. 2 USE 1/2 DIA A325 B L Wind Speed: 85.00 mph kprsil - IF 11133. DST Builders _E 2/21/2000 . . O TS FOR PDRLIN TO FRAME, GIRT TO FRAME, AND GIRT TO CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS Wind Exposure: C Grouno Snow: 30 00 f Ps ICA 10 02 . 3 . : . INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Bnov Exposure Category 3 Whea[ Ritlge, Colorodo IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic Zone 1 ICA VP BUILDINGS lig Building Us e. Stantla:d Occupancies HIS I, a- 1.1 AFf 17 -0 FRAME CROSS SECTION AT FRAME LINE(S) 14 VP Buildings, Inc. 32.0 Players Club Circle Memphis IN 1e11r Member Schedule Width Thick. 51, Webthk Depthl q .0590 2@.0590 8 5 0820 1/2 -7 g„ .0820 2@.0820 8 1/2" 3-10 51, .0730 2@.0730 8 1/2" 11-1351, .0730 2@.0730 8 1/2" .0820 14 9 g„ 2@.0820 8 1/2.. 15 5" .0590 2@.0590 8 112" .0590 .16 5.. 2@•0590 8 112" 17 5 " • .0590 2@.0590 8 1/2" .0590 18 5.. 2@.0590 8 1/2'• Denoted •0590 2@.0590 8 112" with circle Depth2 8 1/2 Approx. Lgth ' part A325 Bolt Connection 6 Plate 8 1/2'• 12 -8 3116" ' CGX002 Id Qty Bolt Bolt Plate Schedu le Frame Cl earance 8 1/2" 8 -0 7/16" 19'-3 13 BGX004 A 4 Dia. 1 11 -Length Thick Rows . Out Rows in Horizont s al Clearan ce bet 8 1/2 " /16 19•-3 BGX005 B 4 /2 - 1 1/2'• - 3/8" 1 1 Vertical Clearance at ween me mbers 1 and 14: 51'-2•' 8 1/2 " 13/16•' 8 0 BGX005 C 4 3/9 " 2•. 3/8 1 1 Vertical Clearance at me tuber 1: 121-9 5/8 8 1/2" 7/16" 12'-8 3/16" BGX004 Denoted 3/4 with 2" 112 1 1 Vertical Clearance at member membe 12 9 5/8" 8 1/2" 13'-3 CGX001 hexagon Vertical Clearance at r 15: 13'-2 3/4•• 8 1/2" 3/16.• , 16 9 EGX009 Vertical Clearance at member 16: 16'-8 3/4•' 8 1/2" 3/16 _9 1 6, EGX003 Vertical Clearance at member m 17: 16 8 3/4 8 1/2•• 3/16.. 13, 3 EGX00 5 Finished Floor Elev ati ember o 38. 13'-2 3/9 3/16" EGX006 n = = 10 3'- 0" (Unl ess Otherwise Noted) T i¢ Dimension Key [1] 4'-0„ [2] 8 1/2" [3] 2'-0„ 191 1'-7 7/16., `51 2 @ 21-8 15/16" 61 3 1/4" 71 3'-5 1/4" 81 4'-6 3/4„ 91 18'-6•• =noted with rectangle 3g HIGH STRENGTH BOLTS SHALL HE TIGHTENED IN ORENBER 13, 1985, ALLOWABLE STRESS DESIGN SPECIFICATION FOR T UBIN ACCORDAN CE WI RUCTURAL TH THE JOINTS (tl)(I) T URN -OF-NUT G ASTM A325 OR A490 80LT5 1/2 SECTION DIR. TIGHTENING. A325 BOLTS FOR PUALIN TO FRAME, GIRT IP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOE 'STALLATION OF TO FRAME, AND GIRT TO COMPLETE, 'EQUATE TEMPORARY BRACIN DETAILS FOR BOLT LENGTHS. E, IS THE RESPONSIBILITY OF THEE FOR USE UNTIL CON ERECTOR. STAUCTION ONLY out idInq Code. 93UBC eu'lo ding 3 T' S Coll Load (Not Retlucib 11) 30.00 psf °-O1 715 -,E~;11 Load: Gravity 3.00, ind Uplift 0.00 psf W Speed : 85.00 mph Wind Expos ure C Ground Snow 30.00 psf Snow le Category: 3 - Selsmio: Zon" e 1 Bui=ding Us e. Stanch rd Occupancies - - LE FO R P Em=i~M I EM I ONLY - FRAME CROSS SECTION AT FRAME LINE(S) 15 DBP Builders ICA - 2/21/2000 - - 2.000:12 4 27'-4 1/2 4 4 @ 5,_0•• 27.-4 o 427, 6 5 1/2,. 2 0 12_ @ 5'-0 00; " Wheat Ritlge, Colorado VVV// /r/ ^ I Dimension Key [13 9'-0" [23 1/4" [33 l'-0•' Denoted with rectangle Q m ~I w Y Y T fi S Y Y } I or no CGx001 CX003 CX009 CX006 CXO11 CX012 CX014 CX006 CX017 CX018 CX018 CX021 CX018 CX018 Cg001 X m x 09180 I I 03RA1g0B~ 03~Zy01"C I 03RA21p1/T P°o III 8C c0 09' 1 03RA 1 03RI`2 032 Io c'J o 0 0 no `cc .-I N m 29 m N O O Co O O O O O O O O O O O O O O p X J X or X X J X X no X X X no X goo on ^ a a a a on a a a a~ a is a ° o IN y I a I LI~IX 9 9 or OJ N OJ ^ in go co O O 0 O O O N O ~ no a to o' X X 0.Xl 0.Xl X m m m in m O m PXl 1°^ in X ° I, a~'y x a mx a ~q•,L~ a ~9a a m ~P`I,°, m a a '1°~ o: PI o w° 04RAIn 1 1 1 03RAIn 1 1 03RA2+ 1 03RA2+ no W m 04FiA1gp8 x x 03gp.1808~ I x 034A21p1~ I 031d`2X01 m CX001 CX002 CX002 CX005 CX008 ICX007 CX013 ICX005 CX016 CX015 CX019 CX020 CX019 CX015 ,L.ICGX002 16'-6"+17'-6•' 17'-6" 17'-5 3/4"1~--16'-6"-Y-17'-6•'--1-17'-6•'-M-17'-5 3/4" 191-0"__q_ "20'-0"~20'-0"--I - "~19'-0"-[3J 70'-0" I I 70'I-o" I I I 120'-0" PRIMARY AND ROOF BRACING PLAN 7 _ _ OR P E' R1 ONLY ON LY VP Ref: Shape Name = Building 3 1. A325 HIGH STRENGTH BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE Building Code: 97USC - Meecx' NOVEMBER 13, 1965, ALLOWABLE STRESS DESIGN SPECIFICATION FOR Live Load: (Not Reducible) 30.00 psf _ _ - PRIMARY AND ROOF BRACING PLAN F-R STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS SECTION Coll. Load:GraVl Ly 3.00, Uplift 0.00 psf v - 6.1d1I1) TURN-OF-NUT TIGHTENING. Wind Sneed' 85.00 mph 41 LL 1. FE -IIIED. RIFFLE'= 1. - TE - I, DSP Bui ltlers " 2/21/2000 2. USE 1/2 DIA. A325 BOLTS FOR PURLIN TO FRAME, GIRT TO FRAME, AND GIRT TO Wind Exposure C CLIP CONNECTIONS UNLESS NOTED OTHERWISE. SEE JOB DETAILS FOR BOLT LENGTHS. G and Snow 30.00 of ICA 1610:02 3. INSTALLATION OF ADEQUATE TEMPORARY BRACING FOR USE UNTIL CONSTRUCTION Snow Exposure Category 3 :1 r-lu 7F, KI-111I I I- -I - " Wheat Ridge, Colorado VP BUILDINGS JW'"DETAI-4 kiv-1:1D :1 T- s IS COMPLETE, IS THE RESPONSIBILITY OF THE ERECTOR. Seismic: Zone 1 ICA' Building Use'Standartl Occupancies „ - n x,a, VP Buildings, Inc. 3200 Players Club Circle Memphis IN 38125 lrt Mark Key Dimension Key Non-Std Secondary Part Schedule 1) PSM02077 [1] 4'-0" Part Thick. Depth Lap Denoted with hexagon [27 1/4" 0OIE1711217 010590 8 1/2_ 01-01• [3] 11-0" - 001P2000614 0.0820 8 1/2" 2'-0" SSR Fixed Clip Location I.. Denoted with rectangle 002P2000615 0.0730 8 l1_2 " 2'-0" T T T ? (h)J-16'-6"+17'-6"-k-17'-6'•-Y17'-5 3/4'(16'-6"~17'-6"~17'-6"-#17'-5 3/4'ICI-19'-0"-7-20'-0•'-#-20'-0"~20'-0"~20'-0" -0"4J Sag Angle Schedule (112)S A5017 Typ. at 5'-0" spaces (28)SA2107 Typ. at 2'-8 15/16" spaces 2ES17,1~54171OlE 41 (14)SA3021 Typ. at 1'-7 7/16" spaces - 121 1016 - See SED: BR09A5 for location ~ ° i i N ° 31P19010l44nj)9Q841741) 31P1901014,Xan9Q8417 0T N J21S P ~ 1016-1I 417(0 l E1Y•0'541' 1941016 lE 91701E 2220'0"661 32227610 5 OlE 1417 OlEl 2242417 9022242417 OlE 141 + - 9022202917 40P2202417 OP2202416 40P220241 OP2202416 90P220241 -OP2202416 402220241 101440$P9084174D~19p8417$Z~000619(T n201019('99lP2202417(T4,@)22202416(T§*22202416(T" 22202417(8 101440Ilb9Q89174D}'O19pe41'DVEf~iD)D0614('IW.Z201014('99192202417(TW22202416(Ty@~Pa202416(Tlkbe2202417(B ~ 9022202916 902220241 9022202916 402220241 4022202916 402220291 77j~ + 40222,2290,22417 90222,22~0,?2417 417 .9034 7t0lEl 591701E1 5 002 l61 2E19~2i 4~7- OlEl 1917 01 411 O~E l`~Y1417- OlEl 91 L31-161"17'-6 X117'-5 3/9 16'i 6"-Y-17=6"17'-6"-i17'-5 3/919' L-70', 1 It ( ROOF SECONDARY PLAN yy$$~19 + 2210 5 15 0 1014(Typ.) 1019 (Typ.) 0 ( 27.8;7.015 + ~Y 191 + -0 "-y-20F-01, -#-20' -0"-t-20' -0"201-01. 19'_0,•~3J I 120II'-0" FOR PERMIT ONLY VP Ref: Shape Name Building 3 - 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR DUBLIN LAP, PURLIN TO FRAME, FLANGE BRACE TO FRAME, AND FLANGE BRACE TO PURLIN CONNECTIONS. SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND, FLANGE AND PURLIN BRACING ARE AN I Building Code: 97USC Live Load: (Not Reducible 30.00 psf Call. Load.Gravity 300, Uplift 0.00 psf Tir _Ivinh. - 1- - - _ l- 'I ROOF SECONDARY PLAN , NTEGRAL PART OF THE ROOF STRUCTURAL SYSTEM AND SHOULD BE PROPERLY I05TALLEO PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Wind Speed. 85.00 mph Wind Exposure: C - ` - ` DS? Builders " 2/21/2000 REMOVAL OR ALTERATION OF ROOF BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Ground Snow 30.00 psf - ICA " 16 10:02 Snow Ex osure C t 3 ` p a egory: Wheat Ridge, Colorado Seismic Zone 1 Building Us Stand rd O i ICA VP BUILDINGS JTWW `Y- e o ccupanc es a _.o _ _z NTS ve ng_iaing5, In— - - "Ic r.a ye rs i u urcle nempn rs .rv ~eie~ Covering Schedule Id Qty Start Panel Last Panel Increment Direction Cut Dim. Start Dim. 41 133 T27010241KTD Left to Right 1'-1" 11-0" #2 133 T27010241KTD Right to Left 11-11• 1'-0" o o- a- Tri m Schedule Id Qty Parts Color Details T1 70'-0" RGCF06,RGCFI0,RGCM06,RGCM10 Match Roof Color RC34A1,RC34A4,RC34A7 T2 120'-0" RGCF06,RGCFIO,RGCM06,RGCM10 Match Roof Color RC34A1,RC34A4,RC34A7 T3 01-0" RRC,SPC,SRR Patrician Bronze RC34A5,RC34A6,RC38C4 fi _ - - _ - - - _ - y i I Qt =36 I Qty=36 Qty261 T1 2 - Tl u - p T2 I N N I #1 #1 #1 ! Qty=36 - - - - - - - - - - qty=36 - - _ _ - - - - - _ - - - - _ I qty=61 - - _ _ _ - - _ - - - - ! 0'- ROOF COVERING PLAN 0 R E RM IT FOR ONLY 5. ONLY VP Ref: Shape Name = Building 3 I. PRE-DRILLING 1/8 DIAMETER HOLES FOR ROOF STRUCTURAL FASTENERS Building Code: 97UBC - MAY BE NSpANED AT 11 GAGE PURLINS, NESTED PURLINS, PURLIN LAP Live Load: (Not Reducible) 30.00 pay ROOF' COVERING PLj~j~l LOCAT SONS, AND/OR SECONDARY STRUCTURAL BEAMS Coll. Load:Gravity 3.00, Uplift 0.00 psf I 7ZE:EED 11 _ 2. ROOF SHEETS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM, Wind Speed 85.00 mph ° 9. a "P POP Builders - ° 2/21/2000 -m E, REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Wind Exposure' C " 3. BEE . Ground Snow. 30.00 psf 16.10-02 FOR PR JOB PANEL, DETAILS PRE-DRILLING FOR SHEETING OF SI AND TRIM FASTENER FASTENERS SPECIFICATION. EDGE. SEE Snow Exposure Category: 3 ICA THE ABSENCE OF A PURLIN BEAR ING EDGE. BED RC03B1. Seismic: Zone 1 Wheat Ridge, Colorado - ICA VPc BUILDINGSdTW building UsG Standard occupancies o".ea : 111,01, sT114A, I. t .Ex.. - NIS 1.1 1P aulltlrngs, inc. 32UU Players Club Circle Memphis TN 3612b Dimension Key [11 4'-0" [21 3'-5 1/4" Denoted with rectangle Y ' Ti I I I L 1 '-0 SECONDARY ELEVATION AT 1 FOR PERMIT '-D I I N LY 0 VP Ref : Shape Name Building 3 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code: 97USC flvrol 'E'E", - FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Load: (Not Reducible) 30.00 psf _ o - - - -y SECONDARY ELEVATION AT 1 SEE SOB DETAILS FOR BOLT LENGTHS. 2 WIND AND FLANGE BRACI Coll. Load:Gravity 3.00, Uplift 0. 00 psf ec . NG ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Wind Speed: 85.00 mph '.1 In-' .171.7 Inna n " - - ° ° 7 SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS Wind Ex osure: C - DST Builders E 2/21/2000 . REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. p Ground Snow: 30 00 of ICA Snow Exposure Category 3 .:-,s When[ Ridge , Colorado 16:10:02 Seismic: Zone 1 VP BUILDINGS JTW'• - Building Use Startda cd Occu ancies ICA - p o.-,,.. NTS .an. 1 I T VP Buildings, Inc. 3200. Players Club Circle Memphis IN 36125 Dimension Key (1) 1/4" [21 1'-0" [3[ 4'-0" [4] 3'-5 1/4" [57 4'-6 3/4" [6[ 2'-0" Denoted with rectangle Non-Std Secondary Part Schedule Part Thick. Depth Lap 00IG2001017 0.0590 8 1/2" 1'-0" 7'-5 3/4 N 7' 7- -6 SECONDARY ELEVATION AT A FOR IYE RMIT ti ONLY f .f 1.&. VP Ref: Shape Name = Building 3 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code: 97USC - YIE - - _ 1 FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Load: (Not Reducible) 30 00 I _ _ . 11 F - SEE JOB DETAILS FOR BOLT LENGTHS. . PS - SECONDARY ELEVATION AT A 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll Load:Grovit➢ 3.00, Uplift 0.00 psf SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Wind Speed: 55.00 mph Wind Exposure C " - - ' p5P Builders t0 2/21/2000 REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Ground Snow: 30.00 psf ICA Grow Exposure Category: 3 " Wheat Ridge, Colorado 16:10 02 Seismic: Zone E VP BUILDINGS J V =x° Building Use SC"ndard Occupancies _ ICA T I o., uo, xx o vo - - NIS ..'c= ,.=.a~. 1 I F"E4J VP Buildings, Inc. 3200 Players Club Circle Memphis IN 38125 r Part Mark Key (1) JBC1 (2) 02CO208417 (3) OIC0202417 (4) 00100305417 (5) OIC0302417 Denoted with hexagon J1 Dimension Key (1) 1'-0" (21 1/4" (31 4'-0" (41 2'-0" (5) 3'-0" (6) 2'-61. (71 31_6,. Denoted with rectangle - - - - - - - - - - - - - - - - IDHI70541 N O ri Non-Std Secondary Part Schedule Part Thick. Depth Lap 001C0305417 0.0590 8 1/2" 01-0" 705417(Typ. I I Co Cd O 12'-0" :!!j 16'-6" 17' 0' 1C1705417(Typ. 8114 12'-0,._ 7'-6" -17'-5 3/4"- SECONDARY ELEVATION AT F FOR PERMIT ONLY VP Ref: Shape Name = Building 3 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code: 97UBG s FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Load: (Not Reducible) 30.00 psf _ i 1, is -z- asuir, F.R 41-1 Is "t nru,-'Ej SECONDARY ELEVATION AT F SEE JOB DETAILS FOR BOLT LENGTHS ll " ' . 2 WIND AND FLANGE BRA I Co . Load:Gravity 300, Uplift 0.00 psf - - uED .c . C NG ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Wind Speed: 55.00 mph io_e SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS Wind Ex osur C DSP Builders 2/21/2000 . REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. p e. Ground Snow- 30 00 PEP ICA Snow Exposure Category. 3 Emk -1 Wheat Ridge, Colorado 16 10.02 i - Seismic Zane 1 UL 'A LE 17 ER.-I -Erc. PR-1 VP Bp JLDINGS n Buildin us st d d O i . iCA n JTW g an ar Ccunanc es e ur , NTS IEFERENCE L I ` Zl Bracing Member Schedule Part De scription Design Lgth PPBX001 3P 6" x 3/16" flg - 0.1345" x 8" web 17'-6" OIKBDO4034 2L 3" x 3" x 3/16" - 3/8" Sep 4'-4" A325 Bolt Schedule Id Qty Bolt Diam. Bolt Length 1 4 3/4" 2" 2 2 3/4" 2" Denoted with circle T vP tlultaings, Inc. J2U" Flayers Club Circle Memphis IN 38125 Dimension Key Non-Std Secondary Part Schedule ' (11 1/4" Part Thick. Depth Lap (21 1'-0•' 001G2001017 0.0590 8 1/2" 11-0" _ (3) 4'-0" 002GI801017 0.0590 8 1/2" 11-0" , 141 31-5 1/4•' (5) 4'-6 3/4" [61 2'-0" Denoted with rectangle M T O I P N 001G2001017(Typ.) 0G1908417(Typ.) 0G1908417(T 01 yp.) 0261801017 (Typ.) i i X ry 44' 3 - - - - - - - - - - - - - - - - - - - 0 I 171-5 3/9" f 17._6., ~ 16,_6,. 70'-0" SECONDARY ELEVATION AT A ~Ovs..P:L 1 =RMIT FOR PE a ~w2 a , - Y ONL VP Ref: Shape Name = Building 3 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building code: 97UBC ~ FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Load: (Not Reducible) 30.00 psf - SECONDARY ELEVATI ON AT A SEE JOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SY E Coll Load:Gravity 3.00, Up lift 0.00 pat 'at ~ ST M AND Wind Speed: e5.00 mph ° • SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. Wind Exposure. C - DSP Binders i .c 2/21/2000 REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Ground Snow: 30.00 ps£ - ICA Snow Exposure Category: 3 Wheat Ridge, Colorado 16.1002 Seismic: Zone 1 VP BUILDINGS oS=w n Bmlding Use. Stand"rd Occupa ncies "xm A E _ o - NTS c VP Buildings, Inc. 3200 Players Club Circle Memphis IN 38125 Part Mark Key (1) JBCI (2) 02CO202417 (3) OIC0202417 (4) 001CO305417 (5) OIC0302417 Denoted with hexagon T I l~ il N O Dimension Key [1] 1'-0" [2] 1/4" [3] 4'-0" [4] 2'_D" [5] 3'-0" [6] 2'-6" [7] 3'-6" Denoted with rectangle 70541 Non-Std Secondary Part Schedule Part Thick. Depth Lap 001C0305417 0.0590 8 1/2" 01-0" 705417(Typ. ♦i O O O 12'-0" 6 16'-6" 17' 0' 705417(Typ.) Bracing Member Schedule Part De scription Design Lgth PPBX001 3P 6" x 3/16" fig - 0.1345" x 8" web 17'-6" OIKBDO4034 2L 3" x 3" x 3/16" - 3/8" Sep 4'-4" A325 Bolt Schedule Id Qty Bolt Diam. Bolt Length 1 4 3/4" 1 1/2" 2 2 3/4" 2" Denoted with circle i 114 t! -t 12'_0" : 7'-6" - _17'-5 3/4" SECONDARY ELEVATION AT F FOR PERMIT ONLY VP Ref: Shape Name = Building 3 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Cade: 97USC _ - - - _.mmr. v - FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT SAME AND HEADER CONNECTIONS _ _ . - , . SEE SOB DETAILS FOR BOLT LENGTHS Live Load: (Not Reducible) 30.00 psf :1 1 E. E- F~n -1- TIE - SECONDARY ELEVATION AT F . 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Load :Gravity 3.00, Uplift 0.00 psf Eh~L SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND Wind Speed: 85.00 mph 11 11 1 -E I a, k ROOF SHEETS. Wind Exposure C pSP Builders 2/21/2000 REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED d 7 . Groun Snow, 30,00 Rif 1-I Vu- IT aEL-1 TT ^ ICA Snow Exposure Category: 3 I --olir " Wheat Ridge, Colorado 16:10:02 Seismic: Zone 1 Building Us e'Standard Occupancies 'x ET1y EL~A "'T3 - _ ICA VP BUILDINGS rn J'fW^-^ m, v . a o E.wro a _ HIS vc-'E r IE nuudrngs, Inc. 'euu Players Club Circle Memphis IN 38125 Dimension Key Non-Std Secondary Part Schedule [1] 11-0" Part Thick. Depth Lap (2] 41-0" 004G2007017 0.0590 8 1/2" 11-0" (37 3'-5 1/4" _ (9] 4'-6 3/4" ~ [5] 2'-0" Denoted with rectangle I - - - - - - - - - - - - - - - - - - - - - - - - - - 9 p 9 `5'29 9 ' C ~2 K ~s I 0 o2 I 3062101017 (Typ.) ~AO40G2202917 (Typ.) 9062202917 (Typ.) 9062202417 (Typ.) ~90G2202417(Typ.) 00962007017 (Typ.) op~ A _ _ _ _ _ _ _ _ _ - - - - - - - - _ - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i L 191-0„ ,i- _20'-0" ,r ( --_-20,-0" ~20'-0" 20,_0„ 1 19,_011 120'-0" SECONDARY ELEVAT ION AT A FOR PERMIT C .Q , ONLY O p g, a MA.L E" ! VP Ref: Shape Name = Building 3, Wall = 2 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code: 97UBC - - - - "E°-°"• FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS. Live Load: (Not Reducible) 30 00 f SEE JOB DETAILS FOR BOLT LENGTHS. 2 WIND AND . ps Coll. LOad:Gravity 3 00 Uplift 0 00 sf SECONDARY ELEVATION AT A . FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND . , . p Wind Speed: 85 00 m h _ - - - - 'O' SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. REMOVAL OR ALTER . p Wind Exposure: C %FF-L IF IF _ _ - _ - - DSP Builders _E 2/21/2000 ATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED. Ground Snow: 30 00 f oF, - ps ICA Snow Exposure Category 3 52•Smlc: Zon I 'c' D II, Wheat Ridge, Colorado 16:,0:02 e VP BUILDINGS - - Building Use:Standard Occupancies N- P All 11TR1 _ ICA J TW x.u° °..rn use .v„_. NTS :--,.as 1.1 p _ 77 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 Dimension Key [11 4'_0" [2] 3'-5 1/91' Denoted with rectangle Ti N I i I L 1, _D T -C I I I I I SECONDARY ELEVATION AT 15 \iL n('l.~iI 'FOR PERMIT ONLY yr Rer: Shape Name = Building 3, Wall = 3 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, Building Code: 97UBC I IRA. 1% - E ~ 'ERE." FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, JAMB AND HEADER CONNECTIONS Li L d 1- S - " . SEE JOB DETAILS FOR BOLT LENGTHS ve oa (Not Reducible) 30.00 pat SECONDARY ELEVATION AT 15 . 2. WIND AND FLANGE SPACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL SYSTEM AND Coll. Load Gravi [y 3.00, Uplift 0.00 psi Wi d 11 - ' - - grLLL 1. 1- 1, Fur-ii, k '5F, SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEETS. n speed: 85.00 mph Wind Exposure: C DSP Builders = 2/21/2000 ` REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION IS PROHIBITED . Ground Snow 30 00 paf IGA Snow Exposure Category. 3 ° 16:10:02 i Wheat Ridge, Colorado Se smic Zone 1 eurlding USe.Standard Occupancies ICA VP OBUILDI NGS JTWF ' FEE .1, 1-„I_.o."_. ` n Elk- - NTS - 1.1 IF Bualtlinga, Inc. 3200 Players Club Circle Memphis IN 38125 Part Mark Key (1) JBC1 (2) 02CO202417 (3) OIC0408417 (4) OIC0208417 (5) 002CO605417 (6) 01C0508417 Denoted with hexagon Y 0 o 1 L Dimension Key [1] 1'-0" (2] 4'-0" [3] 2'-0" [4] 3'-0" Denoted with rectangle Non-Std Secondary Part Schedule Part Thick. Depth Lap 002CO605417 0.0590 8 112" 0'-0" T--I----0 0 3 DH 1911415-r-- 1 1141 0 0 of--- 12,_D„--+5,_D„ 19'_0" 20'_0,• Bracing Member Schedule Part De scription Design Lgth PPBX002 3P 6" x 3/16" flg - 0.1345" x 8" web 201-0" 01KBD04034 2L 3" x 3" x 3/16" - 3/8" Sep 4'-4" A325 Bolt Schedule Id Qty Bolt Diam. Bolt Length 1 4 3/4" 1 1/2" 2 2 3/4" 2" Denoted with circle 9 - - 2 - _ _ - _ 2 - - - - - - - _ - - 1 PPBX002 1 1419 a a DH1911414 O 2 O~ edOy 2 O a ~1 d9 I ,p 5 ~p 6 02C1911417(Typ.) h ti h ,y i0 0 I^' L o i y ~ Q _ _ _0.. 4 12'00'05'-0" 3 12 20'X-6 0 191-0 '-0 SECONDARY ELEVATION AT F 1. UNLESS NOTED, USE 1/2 DIAMETER A-325 BOLTS FOR GIRT LAP, GIRT TO FRAME, FLANGE BRACE TO FRAME, FLANGE BRACE TO GIRT, SAME AND HEADER CONNECTIO' . SEE SOB DETAILS FOR BOLT LENGTHS. 2. WIND AND FLANGE BRACING ARE AN INTEGRAL PART OF THE WALL STRUCTURAL Sy` AND SHOULD BE PROPERLY INSTALLED PRIOR TO ERECTION OF WALL AND ROOF SHEF' REMOVAL OR ALTERATION OF WALL BRACING WITHOUT PRIOR AUTHORIZATION I` .ITED. Building Code: 97UBC Live Load: (Not Reducible) 30.00 pat Coll. Lood:Gravity 3.00, Uplift 0.00 psf Wind Speed: 85.00 mph Kind Exposure: C Seemed Snow: 30.00 psf Snow Exposure Category: 3 Seismic: Zone 1 3uilding Use:Standard Occupancies Name = Building 3, Wall = 4 -h u- SECONDARY ELEVATION AT F - DSP Builders 2/21/2000 16:10:02 BUILDINGS ?NJE WC^E=' - ICA V" NTS VP Buildings, Inc. 3200 Players Club Circle Memphis IN 38125 Covering Schedule Id Qty Start Panel Last Panel Increment Direction Start Dim. #1 8 V17093261KTD V14033261KTD 6" Left to Right From Peak 01-0" #2 7 V18013261KTD V15013261KTD 6" Right to Left From Peak 01-0" #3 1 V14033261KTD Right to Left From Peak 211-0" T N ti E I Trim Schedule Id Kit Qty Parts Color T1 2'-0 5/16" RFRIO,RKC,RKF,RSBIO,RSC10 Patrician Bronze T2 41-0 11/16" RFRIO,RKC,RKF,RSBI0,RSC10 Patrician Bronze T3 14'-0" AFT,CTE Match Wall Color T4 21'-3 1/2" RFRIO,RKC,RKF,RSBI0,RSC10 Patrician Bronze T5 211-0" BA1,BT10 Patrician Bronze T6 1 RRC,SPC,SRR Patrician Bronze T7 1 BSI,GGC,MCCI,PRF1 Patrician Bronze T8 7'-11 15/16" AFT,CTE Match Wall Color -0 COVERING ELEVATION AT 1 FOR PERMIT Details RC10A1,RC3OA2,RS10G1,WC10B1 RC10A1,RC30A2,RS10G1,WC10B1 WC20B2 RC10A1,RC30A2,RS10G1,WC10B1 WCOIB3,WC04B1 RC34A5,RC34A6,RC38C4 RC38A1 WC20B2 O Go% ONLY I VP Ref: Shape Name = Building 3 Building Code: 97UBC 'ruic. _l V_ _ _a Live Load: (Not Reducible) 30.00 psf - - - - COVERING ELEVATION AT 1 Coll. ; ravity 3.00, Uplift 0.00 osf _ - _ ` Wind Speed; 85.00 mph C - -.ma.a", " - DSP Builders 2/21/2000 Ground Snow: 3now: 3 Ground psf A Iyz Snow Exposure Category: 3 " 16 10.02 Wheat Ridge, Colorado Seismrc Zone 1 Building Use.Staadard 0aeu,"nCies ICA VP _BUILDINGS 'SSV] m . . x oe-_ tse r or. v a a NTS . m: 1.1 VP Buildings, Inc. 3200 Players Club Circle Memphis IN 36125 VP BullCings, Inc. 3200 Players Club Circle Memphis TM 38125 Covering Schedule Trim Schedule Id Qty Start Panel Last Panel Increment Direction Start Dim. Id Kit Qty Parts Color Details #1 1 V05117261KTD Left to Right 66'-4" Tl 70'-0" EG,PCA Patrician Bronze BR09B1,RC32A2 ,RC38EI,WC04B1,WC11B1 #2 3 V01112261KTD Left to Right 63'-4" _ T2 7'-11 15/16" DF,JT Patrician Bronze WC24A1 T3 4'-0 1/16" DF,JT Patrician Bronze WC24A1 T4 121-0" DF,HTS Patrician Bronze WC24A2 T5 7'-11 15/16" AFT,CTE Match Wall Color WC20B2 T6 3'-0" BA1,BT10 Patrician Bronze WCOIA3,WC04A1 T7 41'-0" BA1,BT10 Patrician Bronze WCOIA3,WC04A1 T8 21-0" BA1,BT10 Patrician Bronze WCOIA3,WC04A1 T9 6'-5 15/16" AFT,CTE Match Wall Color WC20B2 T10 14'-0" DE1,DN1,DS10,DST1 Match Wall Color RC38F1 Tll 14'-0" AFT,CTE Match Wall Color WC20B2 T12 1 BSI,GGC,MCCI,PRF1 Patrician Bronze RC38A1 1 • T13 1'-6" AFT,CTE Match Wall Color T14 4'-6 1/16" AFT,CTE Match Wall Color WC20B2 WC2032 5 T12 T1 - _ - _ _ - - #2 ~ 3 I I #1 FI T6 T7 T8 0 i t E I N F F ry FI ry FI F r Fi: B' 1 F 70'-0" COVERING ELEVATI ON AT F 1,1i11llllllll 171/1//// ~ ~ WsBW Pt i FOR 243 2 LY _ ON N A VP Ref: Shape Name Building 3 Building Code: 97UBC - v _ _ - FELF FE InIT-LI Live Load: (Not Reducible) 30.00 psf _ _ COVERING ELEVATION AT F Coll. Load:Gravity 3.00, Uplift 0.00 psf xo r" _ rov win Speed' 85.00 mph Wind d Exposure C - - DSP Builders " 2/21/2000 Ground Snow 30.00 psf 1CA clz Snow Exposure Category. 3 SFA N5 F-3 RE STALUE wheat Ridge, Colorado 16:10.02 Seismic Zone I . , VP BUILDINGS TW Building Us e:Standard occupancies IGA J _ '.-TIE Nis ¢'-•..F 1.1 ITT -S:- VP Buildings, Inc. 3200 Players Club Circle Memphis IN 38125 Covering Schedule Id Qty Start Panel Last Panel Increment Direction Start Dim Tri m Schedule #1 9 V01007261KTD 1'-0" Left to Right From Peak . 01-0" Id Kit Qty ' " Parts Color Details 92 9 V01007261KTD ' " T1 27 -4 1/2 BWA0207,BWT110,RFR10,RHC01 014tldM2 7(~tYO RC15A1,RC52A1,WC52B1 1 -0 Right to Left From Peak 01-0" T2 7'-11 15/16" AFT,CTE Match Wall Color WC20B2 T3 27'-4 1/2" RFRI0,RKC,RKF,RSBI0,RSCIO Patrician Bronze RC10A1,RC30A2,RS10G1,WC10B1 T4 l'-6" AFT,CTE Match Wall Color WC20B2 T5 41-6 1/16" AFT,CTE Match Wall Color WC20B2 T6 1 RRC,SPC,SRR Patrician Bronze RC34A5,RC34A6,RC38C4 T7 1 BSI,GGC,MCCI,PRF1 Patrician Bronze RC38A1 IV T8 6'-5 15/16" AFT,CTE Match Wall Color WC20B2 T6 T3 T3 #2 #1 _ T1QtY.9 -TI ty_g T7 _ FI Opening 4 Opening 2 I I I I NI re L - - - - J- _ - - - _ - - _ - _ _ _ - _ _ - - _ _ - _ - - _ - - - - - 4' COVERING ELEVATION AT FOR PERMIT ONLY VP xef: Shape Name BE Building 3 Building Code: 970SC - - _ Live Load; (FO[ Reducible) 30.00 psf Coll. Load:Gravity 3 00 Uplift 0 00 sf 5. ' COVERING ELEVATION AT 5 . , . p Wind S eed: 85 00 h _ c . ;xau m: 1E Xm4IE; EL=.oCl 11 o, ISEE .m _ p . mp Wind Ex posure: C - ' - E-1 OSP Builtle rs 2/21/2000 Ground S.noB,w: 30.00 psf 7-11m 'a B vm- 13 ICA _ Sc-- Exposure Cato go ry: 3 L11-1 " 16:10:02 SeiS i Z 1 Wheat Ridge, Colorsdo m e one VP BU ILDINGS euuamg usa scanaam oecupanaee - - A W FILE-2: E o _ FEE' :11, I-E-5 71 -ms, NIS VP Bual¢rngs, Inc. 3200 Players Club Circle Memphis IN 38125 Covering Schedule Trim Schedule ' Id Qty Start Panel Last Panel Increment Direction Start Dim. Id Kit Qty Parts Color Details #1 23 V13116261KTD Left to Right 4" T1 1'-6" AFT,CTE Match Wall Color WC20B2 T2 701-0" EG,PCA Patrician Bronze BR09B1,RC32A2,RC38E1,WC04Bl,WC11B1 T3 70'-0" BA1,BT10 Patrician Bronze WC01B3,WC04B1 T4 141-0" DE1,DN1,DS10,DST1 Match Wall Color RC38F1 T5 1 BSI,GGC,MCCI,PRF1 Patrician Bronze RC38A1 4 T2 T3 - - - - - - - - - - - - - - - - _ - _ _ _ - - - - _ - - - - _ _ - - - - _ - - - _ _ - - - - - _ - _ _ - _ - _ - -0 COVERING ELEVATION AT A F OFi PERMIT ONLY r VP Ref: Shape Name = Building 3 Building Code: 97UBC ""O'' omi Live Load: (Not Reducible) 30.00 psf COVERING ELEVATION AT A Coll. Load:Gravity 3.00, Uplift 0.00 psf o, _ _ - - - c _ _k1 Wind Speed: 6500 mph Wind Exposure: C - - OSP Builders 2/21/2000 Ground Snow. 30.00 psf 71, c7-- 7-L -In DR- 7F OIL, ICA Snow Exposure Category 3 - - " Wheat Ridge, Colorado 16:10:02 Seismic; Zone 1 VP BNILBINGS ^JTW"° Budding Useatanaara occu anci ICA p es a -7 _z NTS I.1 -A DE 55" V1' HU31p1n g5, 1hc. JLUV Players Llub C3rCle Memph35 TN 3812b VP Buildings, Inc. 3200 Players Club Circle Memphis IN 38125 Covering Schedule Trim Schedule Id Qty Start Panel Last Panel Increment Direction Start Dim. Id Kit Qty Parts Color Details 41 1 V05117261KTD Left to Right 66'-4" T1 70'-0" EG,PCA Patrician Bronze BR09B1,RC32A2 ,RC38E1,WC04B1,WCllB1 #2 3 V01112261KTD Left to Right . 63'-4" T2 71-11 15/16" DF,JT Patrician Bronze WC24A1 T3 41-0 1/16" DF,JT Patrician Bronze WC24A1 T4 121-0" DF,HTS Patrician Bronze WC24A2 T5 3'-0" BA1,BT10 Patrician Bronze WCOIA3,WC04A1 T6 41'-0" BA1,BT10 Patrician Bronze WC01A3,WC04Al T7 2'-0" - BA1,BT10 Patrician Bronze WCOlA3,WC04A1 „ T8 6'-5 15/16" AFT,CTE Match Wall Color WC20B2 T9 14'-0" DEI,DNI,DSIO,DST1 Match Wall Color RC38F1 T10 7'-11 15/16" AFT,CTE Match Wall Color WC20B2 T11 1'-6" AFT,CTE Match Wall Color WC20B2 T12 4'-6 1/16" AFT,CTE Match Wall Color WC20B2 5 T13 1 BSI,GGC,MCCI,PRF1 Patrician Bronze RC38A1 I 9 T13 T1 r - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F T4 Q~y 3 _ N N #1 F,. N FI F F n~ T5 T6 T7; i I I F o F F I F F E'! F' F I F 70'-0•' COVERING ELEVATION AT F \S\lllttllU1111;7(lp 0 ~,aa REGI no sl FOR H o e° S.C 29 ERMI a 22 A° - L ON G L i Eh ~ ~NAi / u VP Ref: Shape Name = Building 3 Building Code: 90UBC 711 AEnEOn Live Load: (Not Reduci ble) 30.00 psf ;1 !a F-1= 3-1 all t-15 111-15 _ s COVERING ELEVATION AT F Coll. Load:Gravity 3.00 , Uplift 0.00 psf - o, _ c _ _ - ' Wind Speed: 85.00 mph ..o. . > - Wind Exposure: C DSP Builders IT - 2/21/2000 Ground Snow: 30.00 psf ICA Snow Exposure Category: 3 w Wheat Ridge, Colorado 16 10.02 Seisms[ 20rte 1 L_ us -I, , OP INGS TW Building Use:Htandard O ccupancies ICp J NIS VP Buildings, Inc. 3200 Players Club Circle Memphis IN 38125 Covering Schedule Id Qty Start Panel Last Panel #1 40 V13116261KTD I, I1 y T4 E Trim Schedule Increment Direction Start Dim. Id Kit Qty Parts Left to Right 4" T1 120'-0" EG,PCA T2 1201-0" BAl,BT10 T3 141-0" DE1,DN1,DS10,DST1 T4 1 BSI,GGC,MCCI,PRF1 TS 11-6" AFT,CTE T6 14'-0" AFT,CTE Color Patrician Bronze Patrician Bronze Match Wall Color Patrician Bronze Match Wall Color Match Wall Color Details BR09B1,RC32A2,RC38E1,WC0481,WC11B1 WC01B3,WC04B1 RC38F1 RC38A1 WC20B2 WC20B2 - - - - _ _ - - - - - _ T1 - - - - - - - - - - - - - - - - - - T2 '-0 COVERING ELEVATION AT A FOR PERMIT ONLY T T4 VP Ref: Shape Name = Building 3, Wall 2 Building Code: 97UBC 1-, . . IF . Live Load: (Not Reducible) 30.00 pet . - COVERING ELEVATION AT A Coll. Load:Gravity 3.00, Uplift 0.00 psf Wi d S d 05 FrrulAu" - 1.11FI .1 `o` n pee : .00 mph , _ Wind Exposure: C DS? Builders 2/21/2000 Ground Snow: 30.00 of w ICA ° Snow Exposure Category: 3 ° 16:1002 Wheat Ridge, Colorado Seismic: Zone 1 Ik -E3. VP BUILDINGS W -J Building Use;Standard Occupancies "I I, "nok - ICA T . o Y o NTS 1.1 VP Buildings, Inc. 3200 Players Club Circle Memphis TN 38125 f f Increment Direction Right to Left From Peak Right to Left From Peak Right to Left From Peak Right to Left From Peak Right to Left From Peak Right to Left From Peak Right to Left From Peak Right to Left From Peak Left to Right From Peak 5 1/2" Left to Right From Peak Start Dim. 24'-0" 21'-0" 12'-0" 9'-0" 6'-0" 3'-0" 21'-0" 18'-0" Trim Schedule Id Kit Qty Parts Color TS 25'-4 1/8" RFRI0,RKC,RKF,RSBI0,RSC10 Patrician Bronze T2 231-3 13/16" RFRI0,RKC,RKF,RSBIO,RSC10 Patrician Bronze T3 7'-11 15/16" AFT,CTE Match Wall Color T4 251-0" BA1,BT10 Patrician Bronze T5 21'-0" BA1,BT10 Patrician Bronze T6 14'-0" AFT,CTE Match Wall Color T7 2'-0 5/16" RFRI0,RKC,RKF,RSBI0,RSC10 Patrician Bronze T8 41-0 11/16" RFRIO,RKC,RKF,RSBIO,RSC10 Patrician Bronze T9 4'-0" BA1,BT10 Patrician Bronze T10 6'-0 1/16" AFT,CTE Match Wall Color T7 T12 T1' 1 BSI,GGC,MCCI,PRF1 Patrician Bronze COVERING ELEVATION AT 15 Details RC10A1,RC30A2,RS10GI,WC10B1 RC10A1,RC30A2,RS10G1,WC10B1 WC20B2 WCOIA3,WC04A1 WCOlA3,WC04A1 WC20B2 RC10A1,RC30A2,RS10G1,WC10B1 RC10A1,RC30A2,RS10G1,WC10~ WCOIB3,WC04B1 WC20B2 RC38A1 ~ ,pU1k11llgilNllllry~~ Trim Schedule Increment Direction Start Dim. Id Kit Qty Parts Left to Right 99'-4" _ T1 120'-0" EG,PCA Left to Right 90'-4" _ T2 7'-11 15/16" DF,JT T3 4'-0 1/16" DF,JT T4 12'-0" DF,HTS T5 31-0" BA1,BT10 T6 48'-0" BA1,BT10 T7 7'-0" BA1,BT10 T8 26'-0" BA1,BT10 T9 71-11 15/16" AFT,CTE T10 14'-0" DE1,DN1,DS10,DST1 Tll 61-5 15/16" AFT,CTE T12 1'-6" AFT,CTE T13 41-6 1/16" AFT,CTE T14 1 BSI,GGC,MCCI,PRF1 T15 6'-0 1/16" AFT,CTE Color Patrician Bronze Patrician Bronze Patrician Bronze Patrician Bronze Patrician Bronze Patrician Bronze Patrician Bronze Patrician Bronze Match Wall Color Match Wall Color Match Wall Color Match Wall Color Match Wall Color Patrician Bronze Match Wall Color Details BR09B1,RC32A2,RC38E1,WC04B1,WC11B1 WC24A1 WC24A1 WC24A2 WC01A3,WC04A1 WC01A3,WC04A1 WCOSA3,WC04A1 WC0lA3,WC04A1 WC20B2 RC38F1 WC20B2 WC20B2 WC20B2 RC38A1 WC20B2 T1 T4 M 1 (1 F F F T6 T7 T14 F I p. ~ N N N N F'I F: I F~ I F', I F '-0 COVERING ELEVATION AT F \ i FOR FG//ice o ' ' SC 2,aa 2 L- I I T C 0, SSSR P,00, Y!/ EAVE GuT cF R0 E ~r mo. I ' .krs rnren as RCbin' RGOF HEIGHT CHANGE FLASHING RC52< nurE) ry~ 0 I 'ITV ~ ~x,.~, ~ =6 / a LuRD w R.0 ~C J ~9ntI lp D R _°F~6v DP.>vnNG ~ f r ~_°z FIEL- TO PAFEmA~YSITI § FC}i:5 UP GCE T0 RAK: 7RANSITIOPl ..E S nix r,h~i_+e~ ~ ALL :e." .n. .mn»LD i-A 3 ~I V, m- rCR PERMIT I ~~~~a`,vifrn• I I is ~ ~