Loading...
HomeMy WebLinkAboutPLANS & PROPOSED WORKTHIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE ORDER DOCUMENTATION AND THE APPLICABLE SECTIONS OF THE PROJECT SPECIFICATIONS. THE LOADS ARE APPLIED TO THE STRUCTURE IN ACCORDANCE WITH THE FOLLOWING AS INDICATED. CODE LOADS BUILDING CODE: FBC 14 LL: 20 psf, with tributary reduction allowed PRIMARY FRAMING: AISC10 COLLATERAL LOAD: 3 psf SECONDARY FRAMING: NAUS07 WIND LOAD: Vult=153 mph Vosd=119 mph Risk Category=ll Exposure=C DEFLECTIONS Internal Pressure Coefficient: +/-0.18 Design Wind Pressure=45.08 psf RIGID FRAME: H/60 RIGID FRAME: L/180 PURLINS: L/150 GIRTS: L/90 ENDWALL COLUMNS: H/90 ENDWALL RAFTERS: L/180 BRACING: H/60 Components & Cladding (Factored) Width Pressure(psf ) Suction(psf ) Zone (ft) Member Panel Member Panel 1 7.70 9.72 -29.22 -31.92 2 7.70 9.72 -34.48 -53.63 3 6.00 7.70 9.72 -34.48 -53.63 4 6.00 7.70 9.72 -34.48 -80.76 5 23.64 29.22 -26.10 -31.62 6 6.00 23.64 29.22 -27.93 -38.89 4 3 4 2 1 2 2 1 2 4 3 r 4 ** = CUSTOMER PLEASE PROVIDE COLORS ON RETURNED DRAWINGS ROOF 26Ga. USA PBR PANEL FASTENERS PANEL COLOR: GLUM #12 SDS MEMBER & LAPTEK STITCH WALL 26Ga. USA PBR PANEL FASTENERS PANEL COLOR: **(UNICOTE 2000) #12 SDS MEMBER & LAPTEK STITCH ROOF & WALL STD. GUTTER DOWNSPOUT RAKE CORNER JAMB & HEAD 201 BASE TRIM TRIM ** (UNICOTE 2000) ** (UNICOTE 2000) ** (UNICOTE 2000) ** (UNICOTE 2000) ** (UNICOTE 2000) ** (UNICOTE 2000) GENERAL NOTES 1.1 Fabrication shall be in accordance with U.S.A.'s standard practices in compliance with the applicable sections, relating to design requirements and allowable stresses of the latest edition of the "AWS Structural Welding Code D1.1". U.S.A.'s manufacturing procedures have been certified by. Reference Certificatlon numbers I.A.S. - AC472 HOUSTON FACILITY MB-149 I.A.S. - AC472 PORTLAND FACILITY MB-150 Houston U.S.A. # 135 Texas Engineering Firm # 143 MIAMI-DADE COUNTY # 16-0803.09 MEMBER MBMA 1.2 PRIMER Shop primer point is a rust inhibitive primer which meets the end performance of Federal Specification TT-P-664 and is U.S.A.'s standard color shown on contract. This paint is not intended for long term exposure to the elements. U.S.A. is not responsible for any deterioration of the shop primer paint as a result of improper handling and/or storage. U.S.A. shall not be responsible for any Feld applied paint and/or coatings. (Section 6.5 AISC Code of Standard Practice, 13th Edition) 1.3 GALVANIZED OR SPECIAL COATINGS: Reference Contract Documents. 1.4 ALL BOLTS ARE 1/2" x 0'-1" A307 EXCEPT: a) Eave strut connection - 1/2" x 0'-1 1/4" A307 b) Main frame connections - SEE CROSS SECTION NOTE: Washers are not supplied unless noted otherwise on drawing 1.5 MATERIALS ASTM DESIGNATION MINIMUM YIELD ( U. N. Wide Flange Shapes A572 or A992 FY = 50 KSI Other Rolled Mill Shapes A36 or A572 FY = 36 KSI or 50 KSI Structural Steel Plate (Webs/Connections) A1011 or A572 FY = 55 KSI Structural Steel Plate (Flanges) A529 or A572 FY = 55 KSI Cold Formed Light Gage Shapes A1011SS / HSLAS CLASS 1 FY = 55 KSI Cable Bracing A475-78 Extra High Strength Rod Bracing A36 FY = 36 KSI Roof and Wall Sheeting A792 FY = 50 , 80 KSI Machine Bolts A307 FY = 36 KSI High Strength Bolts (1/2" to 1") A325-N FU = 120 KSI High Strength Bolts (1 1/8" to 1 1/2") A325-N FU = 105 KSI Anchor Bolts (if supplied) F1554 FY = 36 KSI Pipe A53, GRADE B FY = 35 KSI H.S.S. TUBE A500, GRADE C FY = 46 KSI 1.6 HIGH -STRENGTH BOLT TIGHTENING REQUIREMENTS High Strength Bolts are ASTM A325-N, unless otherwise noted. All high strength bolts shall be snug -tight unless otherwise specifically noted for particular connection details. -Moment Frames and Moment Connections shall be full y- pretension ed where noted on drawings. Tension -Control Bolts and/or Load Indicating washers shall be supplied by PEMB where shown on drawings. Turn -of -the -nut and calibrated wrench method are also acceptable means. NOTE: The Pre -installation verification procedure requires the use of a "tension calibrator", which is a hydraulic tension indicating device, such as a Skidmore Testing Device. All ASTM A325 bolts are provided with lubricated nuts. The erector should employ proper job site handling and storage procedures to protect fastener assemblies against excessive weathering and exposure to dust, dirt, moisture, heat, ect. Depending on job site handling and the severity of job site conditions, it may be necessary to re -lubricate the nuts. The necessity for reapplying lubricant may be determined by pre -installation verification as reference above. For additional information on job site storage and handling, see AISC 13th Ed., Chaper 16.2, Section2.2. 1.7 CLOSURE STRIPS ARE FURNISHED FOR APPLICATION: INSIDE- Under roof panels at eave OUTSIDE - Between endwall panels and rake trim - Under continuous ridge vent skirts - Between sidewall panels and eave trim 1.8 ERECTION & TEMPORARY SUPPORTS: The erector is responsible to determine, furnish and install all required temporary supports and bracing. These temporary supports and bracing shall be sufficient to secure the building and / or bare structural steel against loads likely to be encountered during erection including those due to wind load and erection operations. (Section 7.10.3 AISC Code of Standard Practice) 1.9 ERECTION AND UNLOADING NOT BY U.S.A. 1.10 SHORTAGES Any claims or shortages by buyer must be made to U.S.A. within five (5) working days after delivery, or such claims will be considered to have been waived by the customer and disallowed. 1.11 CORRECTIONS OF ERRORS AND REPAIRS (MBMA 610.) Claims for correction of alleged misfits will be disallowed unless U.S.A. shall have received prior notice thereof and allowed reasonable inspection of such misfits. The correction of minor misfits by the use of drift , pins to draw the components into line, moderate amounts of reaming, chipping and cutting, and the replacement of minor shortages of material are a normal part of erection and are not subject to claim. No part of the Building may be returned for alleged misfits without the prior approval of U.S.A. 1.12 ERECTOR NOTE Erect steel with piece marks corresponding to location of piece marks on erection drawings. Erect and plumb bays progressively to insure overall width and length is maintained. 1.13 ACCESSORIES Accessories are not wind rated. 1.14 ROOF SYSTEMS The performance of roof systems supplied by USA is dependent on correct and proper erection and roof system installation by qualified roofing installers. USA is not responsible for non-performance due to improper or defective installation. USA does not certify erectors or roofing installers. BUYER/END USE CUSTOMER RESPONSIBILITIES 2.1 It is the responsibility of the BUYER/END USE CUSTOMER to obtain appropriate approvals and secure necessary permits from City, County, State, or Federal Agencies as required, and to advise/release U.S.A. to fabricate upon receiving such. 2.2 United Structures of America's (hereafter referred to as U.S.A.) W standard specifications apply unless stipulated otherwise in the ContractF1__ Q Documents. U.S.A.'s design, fabrication, quality criteria, standards,O tolerances 2 i- W practice, methods and shall govern the work with any other interpretations w -3 ca to the contrary notwithstanding. It is understood by both Parties that the BUYER/END USE CUSTOMER is responsible for clarification of Z inclusions or exclusions from the architectural plans and/or specifications. a O 2.3 In case of discrepancies between U.S.A.'s structural steel plans and plans Z a for other trades, U.S.A.'s plans shall govern. (Section. 3 AISC Code of Standard Practices) Q W C? ! to Y H 2.4 Approval of U.S.A. drawings and calculations indicates that U.S.A. has interpreted , ZQ m LUJ CLconstitutes correctly and applied the Contract Documents. This approval ! the contractor/owners acceptance of theU.S.A.'s design j Zconcepts, assumptions, and loading. (Section 4 AISC Code and MBMA 3.3.3)W 2.5 Once the BUYER/END USE CUSTOMER has signed U.S.A.'s Approval Package and the Q project is released for fabrication, changes shall be billed to the BUYER/ M 0 END USE CUSTOMER including material, engineering and other costs. An additional - - - fee may be charged if the project must be moved from the fabrication and shipping schedule. 2.6 The BUYER/END USE CUSTOMER is responsible for overall project coordination. All interface, compatibility, and design considerations concerning any materials not furnished by U.S.A. and U.S.A.'s steel system are to be considered and coordinated by the BUYER/END USE CUSTOMER. Specific design criteria concerning O IF-- this interface between materials must be furnished before release for fabrication or U.S.A.'s assumptions will govern (Section 4 and Commentary, 0 O AISC Code of Standard Practice) C'n `� •:' to w= *� +-• 2.7 It is the responsibility of the BUYER/END USE CUSTOMER to insure that U.S.A.'s 6 ru cc plans comply with the applicable requirements of any governing building O � � t3 authorities. The supplying of sealed engineering data and drawings for the building � a L- ©tom U C40 metal system does not imply or constitute an agreement that U.S.A. or its design engineers are acting as the engineer of record 4 or design professional for a construction project. These drawings are sealed only to certify the design of the structural components furnished by U.S,A. p •X e- u= 2.8 The BUYER/END USE CUSTOMER is responsible for setting of anchor bolts and 'For erection of steel in accordance with U.S.A.'s Construction" drawings tU only. Temporary supports such as guys, braces, falsework, cribbing or other elements required for the erection operation shall be determined ion 6 raa LU LLJ and furnished and installed by the erector. No items should be purchased from 0 w In y. CL a preliminary set of drawings, including anchor bolts. Use only final "FOR Q � U CONSTRUCTION DRAWINGS" for this use. (Section 7 AISC Code of Standard Practice.) 2.9 United Structures of America is responsible for the design of anchor bolts to permit the transfer of forces between the base plate and the anchor bolt in SCANNED shear, bearing and tension, but is not responsible for the transfer of anchor bolt BY forces to the concrete or the adequacy of the anchor bolt in relation to the concrete. Unless otherwise provided in the Order Documents, United Structures ST LUCIE COUNTY America does not design and is not responsible for the design, material and construction of the foundation or foundation embedment's. The END USE CUSTOMER should assure himself that adequate provisions are made in the foundation design for loads imposed by column reactions of the building, \� / other imposed loads, and bearing capacity of the soil and other conditions of tt�i�e N ALtuv building site. �` It is recommended that the anchorage and foundation of the building be , ti` ,� .. P '"� ►C ,E AQ* ••. �fj � • designed by a Registered Professional Engineer experienced in the design IV to '•. a '' of such structures. (Section MBMA Low Rise Building Systems Manual}'--' No. 5491 0 2.10 Normal erection operations include the corrections of minor misfits by m; moderate amounts of reaming, chipping, welding or cutting, and the drawing of elements into line through the use of drift pins. ErrorsS7fa.r which cannot be corrected by the foregoing E means or which require ; 0, major changes in member configuration are to be reported immediately 4, to U.S.A. by the BUYER/END USE CUSTOMER, to 4.Gj�� '•• �` enable whoever is responsi� •.,•�®Rlp ,,:°� � 'R�' '' either to correct the error or to approve the most efficient and econo is ,✓/,�. to be „ method of correction used by others. (Section 7 AISC Code of Standard Practice, 9th Edition) 2.11 FIELD MODIFICATIONS - WARNING Neither the fabricator nor the BUYER END USE CUSTOMER will cut, drill or otherwise alter his work, or the work of other trades, to accommodate other trades, unless such work is clearly specified in the contract NOV 0 1 2017 documents. Whenever such work is specified, the BUYER/END USE CUSTOMER is responsible for furnishing complete information as to materials, size, location and number of alterations prior to preparation of shop drawings. (Section 7 AISC Code of Standard Practice, 9th Edition) The strength, stability, and safety of this building may be affected by cutting, drilling or removing any components of the building. No such modifications may be made without the written approval of United Structures of America, Inc. Collateral loads or other components provided by others may be supported on this building in the designated locations if specifically included in the design loads. Unless the connections for such components have been designed and detailed by U.S.A. the customer is responsible to ensure appropriate connection details are utilized. 2.12 WARNING In no case should Aluminized Zinc steel panels be used in conjunction with lead or copper. Both lead and copper have harmful ¢ o LJ a corrosive effects on the Aluminized Zinc alloy coating when they are - �' < c� o in contact with Aluminized Zinc steel panels. Even run-off from copper '4_o flashing, wiring, or tubing onto Aluminized Zinc should be avoided. `n � N 2.13 SAFETY COMMITMENT UNITED STRUCTURES of AMERICA has a commitment a Q w' o to manufacture quality building components that can be safely erected. N „ However, the safety commitment and job site practices of the erector are beyond the control of U.S.A. It is strongly recommended that safe working conditions and accident prevention practices be the top priority of any job site. Local, State, J x w and Federal safety and health standards should always be followed to help ensure worker safety. Make certain all employees know the safest and Q _U LLJ � 0 Q LLJ LL_ F- O < C0 O U Q_ O � U U) Z 0 - I,�. X CORPORATE OFFICE 1912 BUSCHONG HOUSTON, TX 77039 281-442-8247 PORTLAND FACILITY 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 615-325-7351 m UJ ~ N Q � 0 Z O o F- U v � o 0 Z O U w to Cn U OC) U 00 ' Y O) _ __J M 0 _ m L M m W M Y [If 00 w M MY W r; w � o I w � o Q- L_ � Do w � U CD � Cn CD 1 j 1i y most productive way of erecting a building. Emergency procedures should be known to all employees. Daily meetings highlighting safety procedures are also recommended. The use of hard hats, rubber sole shoes for roof work, proper equipment for handling material, and safety nets where applicable, are recommended. Contractors/Erectors should be aware of OSHA regulations for Steel Erection. The following OSHA Regulations (Standards 29 CFR) are applicable to Steel Erection: OSHA Steel Erection Regulations, Part Number 1926, Subpart "R" 2.14 Manufacturer is not responsible for bodily injuries or material damages during unloading, handling, storage, or erection. t c=� -�� oc O ccr> .' `"Cn, not cn CIL_ [fC C> X O1, '- „'c' JOB #: 50022 DRAWN BY: JLM 1727 DATE: 10 / / CHKD BY: DATE: ^ SCALEKI T S DESIGN CRITERIA & a z b GENERAL NOTES _. ... DWG #. L1 Y.` CL OF PIPE STRUT (TYP) - - %r 0 DOWNSPOUT LOCATIONS 1 60'-0" OUT —TO —OUT OF STEEL 4 0 � 0 - ------------- ------- ------- ------- ------- ------- I ------- I ------- I ------- ------- I ------- 1---1 - ----- I -------- i ----------------- 0 ROOF SHEETING PLAN PANELS: 26 Go. PBR — GALVALUME 0 Q _U � 0 LLJ :�F w Q � w Q O cn ry w ry 0 CL C) O cf) U � z w z CORPORATE OFFICE 1912 BUSCHONG HOUSTON, TX 77039 281-442-8247 PORTLAND FACILITY 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 615-325-7351 m w F- Q N z z O _O ~ F— U w o cf) Z O U w � w cn a U 0 U 00 m = L' cn o F- L d r7 cn } F- LiT F= m Y 0- 0 t: m Y Of LW w O o- I L1J L.'J O o- D1~i Q Ln L~i W � O U cf) � O ry U _ m U Lu W O� O CN U O c' ::D LC) 2 W N Q N 11 m Z =N0 Z O N O Qz � U X J w JOB #: 50022 \� • ��� ...•��cEN•s�'S',9 DRAWN BY: JLM No. 54910 DATE: 10/27/17 CHKD BY: STATE OF / Q� < DATE: ;�,OR P..• �,y��\� SCALE: N.T.S. ROOF SHEETING NOV 0 1 2011 DWG # E2 O DOWNSPOUT LOCATIONS Y` V C) VU -V VV I- IV-VV I VI JILLL 2 3 20'-0" 20'-0" 20'-0" I I I I I I i, I I I I tD I • , I I � I 201 — i' `, \�` - �- ----- -- ------------------------- --------------------------------------------------- -------------------------------------------------- J I----------- 6'-0" 3'-6" 10'-6" GIRT LAPS" SIDEWALL ELEVATION: FRAME LINE A I I I I 0 O O ❑ ❑ AS REQ'D (TYP) SIDEWALL SHEETING & TRIM: FRAME LINE A PANELS: 26 Go. PBR - COLOR: TBD - UNICOTE 2000 a m w Un s o=x� CO W U 1— Q Of N Li jN0 N Q Z U X J ®0,',1i16l1//I/ w '�� ..•fit .......... �'°~„�� y: No. 54910 W `• STATE OF p`vsORS y• NOV 0 1 2017 Q � o w � w Q � w Q O Cfn w O n � O cr) v �z w z CORPORATE OFFICE 1912 BUSCHONG HOUSTON, TX 77039 281-442-8247 PORTLAND FACILITY 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 615-325-7351 m r- N II z 0 O �— U U ry U) z O U �, I c v U 00 00 m = =2 W M =D F- W m U I m F- U Y Y 0' LIJ W r W W n- Q 00 F- cn Q Opp F- W � U O w N O =D Ir C IZ JOB #: 50022 DRAWN BY: JLM DATE: 10/27/17 CHKD BY: DATE: SCALE: N.T.S. SIDEWALL ELEVATION DWG # E3 �.Y Il 60'-0" OUT —TO —OUT OF STEEL D T3'-5" 8'-1" 7'-0" 7> 0" 7'-0" 7,-0" 7,-0" 8'-1" 5'-5" 12 12 'z�l1" 12 2xA�-11 ® 2'— 0" O.C. (TYP) 4" T 50'-6" CLR C 4" I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FIELD CUT PANEL AS REQ'D (TYP) ENDWALL SHEETING & TRIM: FRAME LINE 1 PANELS: 26 Ga. PBR - COLOR: TBD - UNICOTE 2000 1" 12 C) CW C LLJ 1Q IjL O cn r), w 0 C) CD W Z I I CORPORATE OFFICE 1912 BUSCHONG HOUSTON, TX 77039 281-442-8247 PORTLAND FACILITY 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 615-325-7351 m W Q N cm z Z O O F- � w U U W m Z O U w N a (n Q U 00 U 00 m = I.J� m cn o cn >-- L3 w m U I m Y 0 Y of W W t\ W w O I O n- C)o �~L IBC) Q �~L W Mi U O LLJ cn O cl- U 00 w C� O � N = J m Z Q Li =N0 N Z O Vex Q Z U X J L'i ia JOB #: 50022 �OL�CI `•' DRAWN BY: JLM ` DATE: 10/27/17 No. 54910 CHKD BY: DATE: STATE _' ® OF SCALE: N.T.S. ENDWALL ELEVATION NOVA 1 2017 DWG # E5 ti S' f�. 60'-0" OUT —TO —OUT OF STEEL 30'- 30'-0" 12 12 GIRT LAPS 1 1 J L J is 1 t 3'-6" �'-6'[ 12'-0" Ll— 0. S-5°, 3 —5" ENDWALL ELEVATION: FRAME LINE 4 ENDWALL SHEETING & TRIM: FRAME LINE 4 AS REQ'D (TYP) PANELS: 26 Go. PBR — COLOR: TBD — UNICOTE 2000 Q _U � W W � W Q � Li Q O wry O U ry O � U � z w z CORPORATE OFFICE 1912 BUSCHONG HOUSTON, TX 77039 281-442-8247 PORTLAND FACILITY 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 615-325-7351 r m � W H- N 0 z z O O F— a U U w o F— U) z O O w � w cn Q 0 00 +.. N ro M 4�'O m = L.� O m = W m W M 7 W 00 Y 0:� Q 00 pQ F- J w o LLJ NOV 0 1 2017 c ry O] CL O U W 4 U o O O O r � Un = x W U ~ � � N Q W ? N p N U 0 Z Q Z U X J w JOB #: 50022 DRAWN BY: JLM DATE: 10/27/17 CHKD BY: DATE: NOTE SCALE: N.T.S. FLUSH GIRTS WILL REQUIRE FIELD SLOTTING FOR "X" BRACING. ENDWALL ELEVATION DO NOT CUT FLANGE OF GIRT DWG # E6 14 �! Y ti . a BOLTS AND SPLICE PLATE TABLE BOLTS TO BE PRETENSIONED U.N. SPLICE MARK QTY TOP/BOT/INT TYPE DIA LENGTH WASHER QTY WIDTH THICK LENGTH SP- 1 SP- 2 4 6 0 A325 3/4" 3" 4 4 0 A325 3/4" 2 1 /4" 10 8 6" 5/8" 2'-0 3 6" 1 2" 2'- 0 3 FLANGE BRACE TABLE FRAME LINE 1 D ID SIDES MARK MEMBER SIZE OFFSET (REF G2 & 1-12) 1 1 F134A L2X2X12 2'-2" 2 I a- 12 3/4„ 8 1/8" 2 p 1'-9„ V 1'-5 11 /16" 3 ® 2'-B" '-7 1 4" s rn 55-8 3 8" CLEAR + - 60'-0" OUT -TO -OUT OF STEEL BUILDING CROSS SECTION: FRAME LINE '1' 3'- _1 1 /4" 3 ® 2'- '-5 11 /16" 2 3/4" d- Q U � o w w Q � I� Q O cn w O U � O U) U o z w z CORPORATE OFFICE 1912 BUSCHONG HOUSTON, TX 77039 281-442-8247 PORTLAND FACILITY 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 615-325-7351 m m � w H N a 0 z z O o t= U V w � o cf) z O O w ccnn a cn Q C..) CO C.> 00 rn rn m = c--1 .4- m = i cn 0 W '0W 1 (n m v Y Of CO m U Y ckf w �-'� I� W Q � W M U O H w D (n O U � U m W O 0I � U• p I � U jr� Q w N O z o U) 0 aZ � U X � J w JOB #: 50022 DRAWN BY: JLM rr 1 DATE: 10/27/17 .s No.54910 CHKD BY: DATE: STATE OF SCALE: N.T.S. CROSS SECTION NQV . 0 1 2017 DWG # E7 BOLTS AND SPLICE PLATE TABLE BOLTS TO BE PRETENSIONED U.N. SPLJCE QTY WASHER MARK TOP/BOT/INT TYPE DIA LENGTH QTY WIDTH THICK LENGTH SP 1 4 4 0 A325 3/4' 3" 8 6" 5/8" 2;-0 3, SP— 2 4 4 0 A325 3/4 2 1/4" 8 6" 1/2" 2-0 3, FLANGE BRACE TABLE FRAME LINE 2 3 MEMBER OFFSET V ID SIDES MARK SIZE (REF G2 & H2) 1 1 FB4A L2X2X12 2'-2" 26 Ga. PBR, GALV ,zl1" 12 —1 1/4" PBR PK 11 4' —0' —0" rn 55'-8 3 CLEAR +/- 60'-0" OUT —TO —OUT OF STEEL BUILDING CROSS SECTION: FRAME LINES '2' '3' 2 3/�,� 30-1 1/4' 3'-6" 3 @ 2'-8" i? Q U � 0 w w Q � LL- Q O Ln D:f w O U Elf ry O if U � z w z CORPORATE OFFICE 1912 BUSCHONG HOUSTON, TX 77039 281-442-8247 PORTLAND FACILITY 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 615-325-7351 m w F- a N 0 z z 0 O 1- m V) Li I- o � z O U w cn c cn I to U 0 U 00 I Y m � _ _ � CD M � r W I Li m Y(�' 00 LJ W F m Y W LLJ co I a I o a I L- � M ) — Ln — L- LJ � U O � V) O � I U � i� U m W � O � Q C� p "4- O 00 ^ O L x �p cr I J N m Z ro Q L.L N N Qz o U X J W 1/8" JOB #: 50022 ......CE%Pvsfi:�'���• DRAWN BY: JLM DATE: 10/27/17 No.54910 * -- CHKD BY: STATE OF Lit st 0 %. ° ATE: SCALE: N.T.S. CROSS SECTION NOV 0 1 011 rDW-G# E8 Ll L.17 LL Q RAKE ANGLE - BRACKET STUB COLUMN RAKE ANGLE - BRACKET ENDWALL COLUMI' A SECTION THRU Eg ENDWALL RAKE / a � SECTION THRU E9 ENDWALL RAKE (BEYOND) STUB COLUMN PBR WALL PANEL �, PBR DOOR PANEL I POWERLIFT HYDRAULIC DOOR COMPONENTS INSIDE CLOSURE =r_ -----, (NOT BY US MEMBER SCREWS �� t�� t� �i `avl-a--1��-- MEMBER SCREWS u_T_--________T u_ DRIP TRIM HEADER PANEL CAP TRIM ' ' I I ------------ -------- BOTTOM DOOR TRUSS PANEL CAP TRIM %/ --_ � (NOT BY USA) --,I ' POWERLIFT HYDRAULIC MEMBER SCREWS I DOOR COMPONENTS - OUTSIDE CLOSURE II (NOT BY USA) II PBR DOOR PANEL WEATHER PROOFING - TRIM DETAIL_ AT (NOT BY USA) BASE OF DOOR TRIM DETAIL AT DOOR HEADER WALL GIRT ---' -----n 60'-0" OUT -TO -OUT OF STEEL WALL GIRT ------------ PBR WALL PANEL "- LC) ENDWALL JAMB COLUMN ENDWALL JAMB COLUMN MEMBER SCREWS JAMB TRIM =__-_____ __ 2x2x ANGLE I, ,I L -J MEMBER SCREWS II 2x2x ANGLE POWERLIFT HYDRAULIC @ 2'-0" O.C. DOOR COMPONENTS o (TYP) PBR DOOR PANEL (NOT BY USA) C SECTION THRU Eg JAMB COLUMN TRIM DETAIL AT JAMB COLUMN 50'-6" D POWERLIFT DOOR SHEETING & TRIM: FRAME LINE 1 B PANELS: 26 Go. PBR - COLOR: TBD - UNICOTE 2000 Q U_ LJ LLI a� La 0 cn a_, w o �n U Q:f �o cf) U o z L,J z CORPORATE OFFICE 1912 BUSCHONG HOUSTON, TX 77039 281-442-8247 PORTLAND FACILITY 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 615-325-7351 m ILJ CV d z if 0 o 1-- U O U W Q z 0 U F-- r- I- U ap U op m - � m = � cnr o Lei I v) =D LLP m Y Lv w F m Y � w LL, o� I won w Mi U O LL.I v7 O ry U n U m � O W U'O OOr U d =D N = J O m Z Q N U) 0 :z0 Q Z m U X � J W �L:0U 4' ; �✓�,° _ JOB #: 50022 •°��CkNsF..;'�'„P� DRAWN BY: JLM No.54910 DATE: 10/27/17 V * :.` CHKD BY: STATE OF #�IU�' DATE: °„•...3 a.. '� SCALE: N.T.S. MISC DRAWINGS NOV 0 1 2017 DWG # E9 v. U.S.A Only Provides the Roof Purlin. Field Modifications All Other Material and Hardware is By Others - WARNING - ROOF STEEL LINE Ref. Cover Sheet L1 Paragraph 2.11 1'-2 Purlin PURLIN 1 PURLIN (BY USA) (2) Screws #12 x 1 1 /4" SIDS PURLIN or #14 x3/4" STS C-CLAMP Cli Angle Bolts Flange C-Clamp is not -- ___ - o 0 P g e table connection MEMBER SCREW , I an acc p Hanger, ETC... Purlin SHEETING By Others (BY USA) BOLT SHEETING ANGLE PURLIN ANGLE 01 3/4" Connection through the J(4) 1 /2": MAX �<[ flange is not acceptable 1/2" x 0'-1 A307s FLANGE BRACE MACH BC 1 /4" Eye Lag Driller Recommended (By Others) „ END RAFTER„ Connection Details ALL -THREAD ROD (CEE OR WF ) 3 4" Connection through the MAX flange is not acceptable Drillingholes in flanges of urlins is structural) detrimental to the member. Any collateral loads which are included in the purlin A7 SECTION THRU ENDWALL RAFTER 9 P Y design to be attached by connection to web or to flange as shown using 1/4" eye lag driller. 25# MAX load ea. attachment. ROOF PURI STRUT TRUT PURLIN MEMBER SCREWS (PLAIN) (TYP.) EAVE STRUT "A" `B.F. RAFTER W/ /2" PLATE 325s =_=dI SIDEWALL GIRT CORNER COLUMN CORNER COLUMN SECTION "A' g 6 ENDWALL RAFTER TO CORNER COLUMN ATE INTERIOR COLUMN TO ENDWALL RAFTER ANGLE INTERMEDIATE STRUT PURLIN CONNECTION B7 2 ERECTOR CONNECTION NOTE: INT FRAME SIDEWALL GIRT WHEN YOU HAVE A BY-PASS CONDITION WHERE GIRTS SHARE A COMMON CONNECTION, YOU MUST FIRST USE A FLAT HEAD BOLT REF ROOF TO LTS CANNOT ABE USED IINCH ONE TTHS CON ITON, IT TO THE CUP. MUST ND EBE AAD OFLAT COLUMN FLANGE RIGID FRAME COLUMN FRAMING LAYOUT BOLT IN ORDER TO BE FLUSH. THIS WILL ALLOW HANDLING OF ONE GIRT TO MAKE THE FINAL LAP. THE REMAINING (8) 1 /2"x 0'-1 OFFSET CONNECTION BOLTS ARE THE STANDARD A307 MACHINE BOLTS. go A307 BOLTS (TYP) 1/2% 1" A307 MACH BOLT GIRT FLATHEAD AM BOLT O O I ENDWALL GIRT Z O O — PURLIN FRA E -- (TYP UNL NTD) OFFSET LAP ADDITIONAL FLANGE BRACE (IF READ) REF CROSS SECTION LAP J i J W C/' O O F 1/2" x 1" A307 BOLTS (TYP.) _ O O FIELD BLOCK GIRT 1 STEEL LINE D16 CORNER DETAIL AT RF COLUMN FLANC BRACE (A READ) MAIN FRAME INTERIOR COLUMN (ONE) FLATHEAD - BOLT PER CONN ADDITIONAL � ;, E1 0 0 0 (IF REQD)E W�L(A�)GE/BRAG REF CROSS SECTION A307 BOLTS (TYP) GIRT LAP AS REQD SIDEWALL SIDEWALL BAY DIMENSION STEEL LINE INT FRAME GIRT (7) 1/2" A307 BOLTS & (0 NE) 1/2 FLATHEAD A307 BOLT G2 ROOF PURLIN TO INT FRAME RAFTER H2 GIRT TO MAIN FRAME COLUMN A10 PURLIN 21 SA3 (FIELD ATTACH) a 1/2' EAVE STRUT -\ FLANGE BRACE (IF READ) 8" ZEE STRUT r- STRUT PURLIN I� MEMBER SCREWS I IT I1z(PLAIN) � I MEMBER SCREWS -v "-MEMBER SCREWS MAIN FRAME (PLAIN) (PLAIN) RAFTER ROOF PURLIN TO ANGLE LOW EAVE STRUT PURLIN CONNECTION EXPANDABLE ENDWALL 1 1/2"x1" A307 MACH BOLT (TYP UNL NTD) CORNER COLUMN ENDWALL GIRT SIDEWALL FLANGE BRACE GIRT (REF ELEV FOR LOC) (4) 1/2" x 1" A307 BOLTS ' 0 O o ENDWALL COLUMN c3 Lw w z Qf J O O C w o ; io w FIELD BLOCK c COLUMN GIRTS AS ------------ - Q -, o REQUIRED ? O O ENDWALL L- Q FOR LAP GIRT 1/2%1" FLAT HEAD BOLT 10 O z L'J ENDWALL GIRT END RAFTER (4) 1/2" x 1" A307 BOLTS 1 —2 D12 CORNER COLUMN TO WALL GIRT C12 ENDWALL COLUMN TO WALL GIRT GABLE RAKE ANGLE EAVE STRUT #12 S.D. SCREW — REFERENCE ROOF FRAMING PLAN---" FOR CONNECTION DETAILS. _L ENDWALL RAFTER 8 EAVE STRUT TO ENDWALL RAFTER Q v � a L1J � LLI Q Li Q 0 cn w O I- U ck� �o cn v o z Lw z CORPORATE OFFICE 1912 BUSCHONG HOUSTON, TX 77039 281-442-8247 PORTLAND FACILITY 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 615-325-7351 m W Q N 0 z z � o F — _ U w I— o � z O U Cn Cn Cn U 00 CJ 00 Cn =moo m=� r7 Y � CO m Y [if L'' o� , boa °O ¢ ?0- W CD =D (L U a U 0] Qo m W a °) V O '0 O O O n = WNW J Q N m Z W ?N O O N ��x z z O�J U X J W JOB #: 50022 P & ...A� `\N,C� �IC .x'�`'/ DRAWN BY: JLM No 54910 DATE: 10/27/17 CHKD BY: e ®'; STATE r DATE: 1s'CIAip �Co \ tS' RIDA SCALE: N.T.S. DETAIL DRAWINGS NOV 0 2017 DWG # ST1 z EAVE STRUTS U EAVE STRUT (2) 1 /2"x1 "A307 MACH BOLTS — WALL GIRT � W __- ----------- DOOR JAMB Q CL23A CL23A CONNECTION Lj_ O Q --------- - -- ----L_ ==;i-------- PLATE I w O --- FRAME COLUMN I I ' Elo f I 4 DOOR JAMB U ry O (6) 1/2" DIA. x i P STEEL 1/4" LINEDOOR 1 1/4' MACH. BOLTS i V HEADER U z I JAMB GIRT SECTION ELEVATION SECTION ELEVATION 1 z FIELD DRILL 9/16" DIA. HOLES FOR CL23A CONNECTIONH SECTION ELEVATION OPENING SECTION ELEVATION REFERENCE ROOF FRAMING PLAN FOR CONNECTION DETAILS. WIDTH �g DOOR JAMB TO WALL GIRT M 3 DOOR HEADER TO DOOR JAMB CORPORATE OFFICE 1912 770 HousroN, TTX X 77039 J24 SAVE STRUT TO BY-PASS RIGID FRAME (ALL BOLTS ARE 1/2" x 1") 281-442-8247 PORTLAND FACILITY J4 EAVE STRUT TO BY—PASS RIGID FRAME K3 WALL GIRT W CL23A ( / ) TO DOOR JAMB 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 MEMBER SCREWS STITCH 615-325-7351 m (SHORT, MEDIUM, OR LONG) I Li Q II DOOR JAMB li #12 X 2" SDS W/ WASHER CONNEC110N ;� Cable Brace z PLATE U I Hillside Washer = Eye Bolt o � F-- U DOORI =--yl Flat Washer #12 X 1 1 /2" SIDSo Cn HEADER HEAD o ; Hex Nut W/ WASHER #14 X 7 / 8" LAP—TEK z I; W/ WASHER 0 Web Of Frame U SECTION ELEVATION W n M13 DOOR HEADER TO DOOR JAMB #12 X 1 1 /4" SIDS W/ WASHER Q2 CABLE BRACE TO FRAME DETAIL SCREW FASTENERS 4 SELF DRILLING U 00 U CO -� M = __j Vim' m = _j BACK BRACE CLIP C Ld M = Lei PIPE BRACE 1 0 WELDED m Y w_ 00 LLJ m Y w_ ----- RAFTER CLIP Ez n 1 Q � W � STUB COLUMN Li QQ RIGID FRAME RAFTER O L4J V O CU 0- ----------------- STUB COLUMN PLATE-71 m W c:� o o ZD Ln = w N Q31 BRACE TO RIGID FRAME RAFTER Q12 BACK BRACE TO STUB COLUMN Zo o = Q Z U X � J Lil JOB #: 50022 DRAWN BY: JLM No. 549 0 DATE: 10/27/17 - CHKD BY: DATE: STATE OF :` lu! zz SCALE: N.T.S. 4 b ti•°. DETAIL DRAWINGS NOV 0 1 2017 DWG # ST2 1i IV' 12" 12" 12" IVILIVIULI\ JUI\L11 LUU/�IIUiI vv..0 .. (ALL MEMBERS EXCEPT AS NOTED) 12" 12" 12" 7" 2 v .212" . 7" 212' ,212" , 7„ 212' MEMBER SCREW LOCATION Detail A" PEAK PURLIN, EAVE STRUT, AND PANEL END LAPS Stitch Screws At ontinuous Tape Sealer 20" On Center 38 X 332 (Standard) 1% 332 (Optional) Extended Leg On 1 BR" Panel Member Screws Roof P I I Continuous Tape Sealer / 38 X 332 (Standard) 1"X 332 (Optional) Purlin (Must Be Specified On Order) SECTION THRU PEAK PURLIN AND PANEL END LAPS "PBR" PANEL ROOF NOTE! CREW PATTERNS SHOWN, SATISFY UL-90 EQUIREMENTS FOR ROOF. 'HE USA PBR MUST NOT BE ATTACHED TO THE STRUT ZEE. ANY ADDED GOOF PURLINS FOR EDGE ')TRIPPING REQUIREMENTS MUST BE ATTACHED TO THAT MEMBER. 12" 12" 12" 10" 2" . 10" 2" , 10" 2" I MEMBER SCREW LOCATION (2) Screws Between Base Member And 7'-312" Girt. (1) Screw Between All Other Members. And (1) Screw At All Member Locations. _ Stitch Screws DETAIL "B" "PBR" PANEL WALL Strip away 2" of insulation. Fold back the vinyl facing. Tuck over insulation in the recess to prevent wicking. I Recommended Base Detail to Prevent Edge Creep Damage DnnC nAAICI ROOF PANEL ENDWALL STEEL LINE RAKE TRIM (FIELD MITER AND CUT TABS AS REQ'D) ' GUTTER � `— RAKE TRIM 2" POP RIVET AND CAULK (FIELD MITER GUTTER GUTTER GUTTER ENDCAP GUTTER GUTTER END CAP AND RAKE ENDS) GUTTER SHOWN, RAKE TRIM SIM. 3" 7v 7k AS REQ'D TRIM TRIM LAPS TRIM EAVE TO RAKE TRANSITION TRIM EAVE TO RAKE TRANSITION 4 20 TYPICAL GUTTER 21 TYPICAL GUTTER * Attach to Eave Strut with Gutter Strap (SGO1) Pop Rivets @ 3'-0" O/C @ 4'-0" O/C Roof Steel Line Stitch Screw Rake Trim Stitch Screws 2 4" for Strap ' / (RT20) Stitch Screws @ 12" O/C @ 6" O/C Inside Closure w/ continuous Tape Pop Member Sealant under Trim Rivet Roof Panel Screws Stitch Screws @ 12" O/C Outside Closure TRIM 12 ------------------------------- Panel Cap Trim Member Screw Roof Panel (ET02) @ 6" O/C Outside Closure Member Screws Sheeting Angle @ 12 O/C -------------------------------------- Gutter (EG20) \— Purlin Pop Rivets (Beyond) @ 12" O/C Eave Strut PBR PANEL CORNER TRIM Wall Panel Wall Panel (CTO1) RAKE TRIM DETAIL TRIM LOW EAVE DETAIL TRIM OUTSIDE CORNER DETAIL SHEETED WALL 16 GUTTER TRIM WITH SHEETED WALL 26 PBR WALL PANEL LIZ Pop Rivets At " Jamb 12" On Center ------------------------------- Wall Panel Jamb Trim ( "R" Panel) (MK—DJ01) JAMB TRIM DETAIL Wall Panel Member Screw At 12" On Cente Head Trim (MK—DHO1) ivets At 1 Center nuuutr HEADER TRIM DETAIL a U W Q Q M ��� N Ln of J Q Um0 2-1 z o Cn Qz U X z J W „`� ,�Q';:��G NSF••: -Sty ie No. 54910 STATE OF :'�� NOV 0 1 2017 Q U 01— o LLJ ,�; LJ Q f-- L— Q 0 V) ry LiJ rl'o Cn U C z w f— z CORPORATE OFFICE 1912 BUSCHONG HOUSTON, TX 77039 281-442-8247 PORTLAND FACILITY 214 FOUNTAINHEAD ROAD PORTLAND, TN 37148 615-325-7351 m � � N 0 0 0 F- U U Li I— o V) Z O U W C C Q U CO U pp MZE m=� �} o V� ��L =�w m U I m U 0:� 0 Y Of W W � W W D °9 Q eo L� W Mi U oLIJ cn o U � JOB #: 50022 DRAWN BY: JLM DATE: 10/27/17 CHKD BY: DATE: SCALE: N.T.S. DETAIL DRAWINGS DWG # ST3 t� Yi'