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n OCC A nn 1/1 A-r-(1 (' nnr- 1.1 AT/'I1 <br />AL STEEL.. <br />'OR ROOF <br />E STRUCTURAL <br />1 ROOF HATCH DETAIL <br />A-14 NOT TO SCALE <br />VEMBRANE <br />UNDER <br />.FABRICATED <br />)F HATCH. <br />ING <br />CKING <br />TEEL <br />200F <br />RUCTURAL <br />REVISION #1 NOTE: <br />- ADDED CORRUGATED PANELS ABOVE OVERHEAD <br />/STORAGE UNIT DOORS. <br />ALL DOORS SHALL REQUIRE A MAXIMUM OF 5 POUNDS OF FORCE TO OPEN AND CLOSE. <br />Note: Sign height is 48" Minimum to 60" Maximum, reference ADA code chapter 2, section 703. <br />A, <br />CORRUGATED PANELS CORRUGATED PANELS CORRUGATED PANELS <br />AT DOOR HEADERS AT DOOR HEADERS AT DOOR HEADERS <br />---- ---- - - r - I -------- �. <br />n <br />ri: 4 <br />J <br />-- <br />4 I <br />f <br />:J I <br />J1Slide <br />Latch <br />-- -- -- Lath --- - _ <br />%Accessibility <br />Sign <br />E. <br />SWING DOOR C <br />Front Elevation <br />Typical items required for Swing Door unit <br />12" Nylon Strap with 'S' Hook for Latch Slide. <br />Accessibility Sign. <br />NOTE: - <br />MAXIMUM 8" DIAMETER BETWEEN BURGLAR <br />BARS, TYPICAL. <br />ACGE991BLE <br />I � <br />Looped <br />Pull Rope <br />48" A.F.F. Max. <br />48" <br />Maximum <br />-- ---- - - -Accessibility <br />Sign <br />o- <br />Graspable <br />Han le <br />- --- A- - - <br />:-----n. ---- Min. <br />Center j <br />of Door <br />BEN ROLL -UP DOOR CLOSED ROLL -UP DOOR <br />Front Elevation Front Elevation <br />Typical items required for Roll -up unit <br />12" Nylon Strap with 'S' Hook for Latch Slide. <br />12" Nylon Strap for graspable handle on front of door. <br />48" Hanging Strap for graspable pull rope. <br />Attachment Hardware. <br />Accessibility Sign. <br />ADA REQUIREMENTS FOR <br />Z, SWING AND FOR ROLL -UP ST <br />A-14 NOT TO SCALE <br />�l 7_L411,IZ�Z�7:7. <br />STORAGE UNIT ROLL -UP DOOR DETAILS <br />DS-75 MINI ROLL -UP DOOR OR EQUIVALENT <br />NG COUNTERBALANCE <br />SEE DETAIL <br />COIL <br />(NORMALL <br />BOTTOM BAR <br />STOP <br />-CURTAIN, <br />SEE DETAIL <br />2ND LIFT HANDLE, \-LIFT HANDLE, CBOT <br />ONLY IF WIDTH > 5 0 OPPOSITE COIL SIDE SEE <br />CURTAIN LOCK (CTL), MOUNTED <br />OPPOSITE COIL SIDE <br />GALV. SOTTO <br />BAR SHEET <br />1-1/2"x1-1/2"x12G <br />GALV. STEEL ANGLE <br />ZINC BOAR BOLT <br />(SST OPTIONAL) <br />BOTTOM BAR SEAL <br />(ASTRAGAL) <br />BOTTOM BAR DETAIL <br />LEFT HAND RIGHT HAND <br />BRACKETS: <br />BRACKET: <br />BEARING <br />TENSION -PRO I✓� <br />���1 <br />(OPTIONAL) <br />TOP DRAFT <br />BRACKET DETAIL STOP DETAIL <br />ROLL -UP DOOR DETAILS <br />A-14 NOT TO SCALE <br />Q <br />I4 <br />FILL PIPE WITH <br />CONCRETE <br />POLYEYHLENE COVER <br />NTH LIV INHIBITERS <br />SLIDE ON <br />APPLICATION <br />BY IDEAL SHIELD <br />(YELLOW) <br />'I <br />-6" DIA.-3 8" Thick <br />STEEL PIP BOLLARD F <br />-SLOPE PAVEMENT <br />AWAY FROM PIPE <br />FINISH GRADE <br />m <br />PAVING <br />THICKNESS <br />CONCRETE <br />FOOTING <br />6" PIPE BOLLARD SECT. <br />SCALE: 1/2"=1'-O" <br />FINISH GRADE <br />•20 X 3/4" <br />DRILLING SCREW <br />STEEL JAMB DETAIL <br />X 1-3/4" <br />:ON <br />MASONRY JAMB DETAIL <br />/16 X 1-1/2" <br />LAG SCREW <br />WOOD JAMB DETAIL <br />BRACKET TYPE <br />A <br />BEARING BRACKET <br />3-1/4" <br />TENSION -PRO BRACKET <br />4" <br />NOTES: <br />1. DOOR MODEL DS751 IS INSULATED DS-75 <br />2. WHEN USING LOCK BY OTHERS (LBO), STANDARD <br />THROW SLIDE REQUIRED <br />3. TOP DRAFT STOP OPTIONAL <br />4. CURTAIN LOCK (CTL) HAND DETERMINED OUTSIDE <br />LOOKING IN <br />5. DIMENSIONS SHOWN ARE APPROXIMATE. SEE <br />INSTALL MANUAL FOR EXACT COMPONENT LOCATION <br />9" <br />° <br />FILL PIPE WITH <br />CONCRETE <br />POLYEYHLENE COVER <br />NTH LIV INHIBITERS <br />SLIDE ON <br />APPLICATION <br />BY IDEAL SHIELD <br />(YELLOW) <br />z <br />4" DIA. SCH 40 <br />PIPE BOLLARD <br />FOOTING <br />4" PIPE BOLLARD SECT. <br />SCALE 1 /2"-1'-O" <br />AUTOMATIC DOOR <br />BOLLARD PLAN <br />3 BOLLARD DETAILS <br />A-14 NOT TO SCALE <br />DRAWING NO. <br />CURTAIN DETAIL <br />(26GA PAINTED GALV. STEEL) <br />OPENING HEIGHT <br />B <br />UP TO 6'8" HIGH <br />16" <br />FROM 6'8-1/4" TO 8' HIGH <br />17" <br />OVER 8' HIGH <br />18" <br />77 <br />6 BOLLARD//// <br />BUILDING CORNER <br />BOLLARD PLAN <br />SPECIAL INSPECTIONS FOR PENETRATIONS AND JOINTS <br />GENERAL: THE OWNER WILL PROVIDE AN APPROVED AGENCY TO PERFORM SPECIAL <br />INSPECTIONS DURING CONSTRUCTION OF THE FIRE -RESISTIVE JOINT SYSTEMS AND <br />THROUGH -PENETRATION FIRE STOPS SYSTEMS. <br />SUBMITTALS: THE SPECIAL INSPECTOR WILL SUBMIT THE FOLLOWING TO THE ARCHITECT, <br />BUILDING OFFICIAL AND FIRE MARSHAL FOR APPROVAL: <br />1. EDUCATION AND EXPERIENCE CREDENTIALS FOR THE SPECIAL INSPECTOR AND <br />ANY AUTHORIZED REPRESENTATIVES. <br />2. DISCLOSURE OF ANY CONFLICTS OF INTEREST WITH THE CONTRACTOR, <br />INSTALLER, PRODUCT MANUFACTURER OR SUPPLIER, AND THEIR <br />COMPETITORS. <br />3. SAMPLE OF THE PROPOSED SPECIAL INSPECTIONS REPORT TO BE USED. <br />INSURANCE: SUBMIT INSURANCE CERTIFICATES TO THE OWNER PRIOR TO COMMENCEMENT <br />OF THE WORK FOR THE FOLLOWING COVERAGES WITH MINIMUM LIMITS AS SPECIFIED BY <br />THE OWNER: <br />PROFESSIONAL LIABILITY FOR SPECIAL INSPECTIONS <br />COMPREHENSIVE GENERAL LIABILITY <br />AUTOMOTIVE LIABILITY <br />WORKERS COMPENSATION <br />SPECIAL INSPECTOR FOR PENETRATIONS AND JOINTS RESPONSIBILITIES: <br />QUALIFICATIONS: THE SPECIAL INSPECTOR FOR PENETRATIONS AND JOINTS MUST HAVE A <br />MINIMUM OF 2 YEARS IN CONSTRUCTION FIELD EXPERIENCE, AND MEET AT LEAST ONE <br />OF THE FOLLOWING CRITERIA: <br />1, CERTIFIED CODE OFFICIAL/INSPECTOR <br />2. LICENSED ARCHITECT OR PROFESSIONAL ENGINEER <br />3. LICENSED PROFESSIONAL IN THE CONSTRUCTION INDUSTRY <br />4. CERTIFIED REPRESENTATIVE OF A QUALITY ASSURANCE AGENCY OR <br />ACCREDITED TESTING LABORATORY. <br />AUTHORIZED REPRESENTATIVES: THE SPECIAL INSPECTOR MAY USE AUTHORIZED <br />REPRESENTATIVES TO PERFORM POR11ONS OF THE INSPECTIONS. THE SPECIAL INSPECTOR <br />SHALL INSURE THE AUTHORIZED REPRESENTATIVE IS QUALIFIED BY EDUCATION AND <br />EXPERIENCE TO PERFORM THE DUTIES ASSIGNED BY THE SPECIAL INSPECTOR. THE <br />SPECIAL INSPECTOR SHALL BE IN RESPONSIBLE CHARGE OF THE WORK OF THE <br />AUTHORIZED REPRESENTATIVE. THE SPECIAL INSPECTOR SHALL PERSONALLY VISIT THE <br />SITE AT POINTS DURING CONSTRUC1ON APPROPRIATE TO THE INSPECTION PROGRAM. <br />INSPECTIONS: CONDUCT INSPECTIONS ON A SCHEDULE APPROPRIATE TO THE PROGRESS <br />OF THE WORK TO CONFIRM THAT THE CONSTRUCTION OF THE FIRE -RESISTIVE JOINT <br />SYSTEM AND TRHOUGH -PENETRATION FIRE STOP SYSTEMS COMPLY WITH THE CONTRACT <br />DOCUMENTS. <br />THROUGH -PENETRATION FIRE STOP SYSTEMS: PROVIDE INSPEC11ON AND TESTING OF <br />THROUGH -PENETRATION FIRE STOP SYSTEMS COMPLYING WITH ASTM E814 OR UL <br />1479 IN ACCORDANCE WITH ASTM E2174 "STANDARD PRACTICE FOR ON -SITE <br />INSPECTION OF INSTALLED FIRE STOP" <br />FIRE RESISTANT JOINT SYSTEMS: PROVIDE INSPECTION AND TESTING OF <br />FIRE-RESISTANT JOINT SYSTEM COMPLYING WITH ASTM E1966 OR UL 2079 IN <br />ACCORDANCE WITH ASTM E2393 "STANDARD PRACTICE FOR ON -SITE INSPEC11ON <br />OF INSTALLED FIRE RESISTIVE JOINT SYSTEMS AND PERIMETER FIRE BARRIERS". <br />REPORTS: PREPARE REPORTS, AND SUBMIT SIGNED COPIES TO THE OWNER, <br />CONTRACTOR, ARCHITECT OF RECORD, STRUCTURAL ENGINEER OF RECORD, BUILDING <br />OFFICIAL, AND FIRE MARSHALL. SUBMIT REPORTS MONTHLY AT A MINIMUM. <br />INSPECTION REPORTS: PREPARE AND SUBMIT REPORTS IMMEDIATELY AFTER EACH <br />INSPECTION. DOCUMENT ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS, AND <br />BRING THEM TO THE ATTENTION OF THE CONTRACTOR IN A TIMELY MANNER. <br />CONFIRM CORRECTIONS TO ANY PREVIOUS DEVIATIONS FROM THE CONTRACT <br />DOCUMENTS. INCLUDE IDENTIFICATION OF SPECIAL INSPECTOR, DATE OF INSPECTION, <br />GENERAL NARRATIVE OF CONSTRUCTION PROGRESS, WEATHER CONDITIONS, <br />PERSONNEL PRESENT DURING INSPECTION, AND ANY TEST REPORTS, SKETCHES, OR <br />OTHER SUPPLEMENTAL DATA. <br />FINAL REPORT: PREPARE AND SUBMIT A SIGNED AND SEALED FINAL REPORT <br />STATING THE FIRE -RESISTIVE JOINT SYSTEM AND TRHOUGH-PENETRATION FIRE <br />STOP SYSTEMS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT <br />DOCUMENTS. <br />CONTRACTOR RESPONSIBILITIES: <br />DOCUMENTS: PROVIDE THE FOLLOWING DOCUMENTS TO THE SPECIAL INSPECTOR: <br />1. CONTRACT DOCUMENTS, INCLUDING ALL REVISIONS. <br />2. SUBMITTALS FOR FIRE -RESISTIVE JOINT SYSTEMS AND <br />TRHOUGH -PENETRATION FIRE STOP SYSTEMS, WITH REVIEW STAMPS FROM <br />THE CONTRACTOR AND ARCHITECT OR ENGINEER OF RECORD. <br />3. CONSTRUCTION SCHEDULE, UPDATED AS APPROPRIATE. <br />ACCESS AND ASSISTANCE: NOTIFY THE SPECIAL INSPECTOR 24 HOURS PRIOR TO <br />THE NEED FOR A SPECIAL INSPECTION. PROVIDE SAFE ACCESS TO THE AREA OF <br />INSPECTIONS. DO NOT COVER WORK REQUIRING INSPECTION PRIOR TO THE <br />INSPECTIONS. FURNISH INCIDENTAL LABOR NECESSARY FOR THE SPECIAL <br />INSPECTIONS. PROTECT CONSTRUCTION EXPOSED BY SPECIAL INSPECTIONS, AND <br />REPAIR CONSTRUCTION DAMAGED BY SPECIAL INSPECTIONS. <br />LIMITATIONS: ACCEPTANCE OF WORK BY SPECIAL INSPECTOR DOES NOT RELIEVE <br />THE CONTRACTOR FROM THE RESPONSIBILITY TO COMPLY WITH THE CONTRACT <br />DOCUMENTS. <br />RELEASED FOR CONSTRUCTION <br />,r�, <br />wl <br />O <br />V <br />�t <br />I O <br />d- <br />0 <br />z t <br />Q O <br />LLJ V) <br />LLJ 0 <br />Y <br />O z <br />Lo <br />LJ <br />I— <br />Q <br />Q <br />w <br />Q) <br />U) <br />Qa <br />Q) <br />Cn <br />Q) <br />0 <br />�0 <br />0 <br />C7 <br />U) <br />Q <br />.n, <br />V+__j <br />Cn <br />Q� <br />U <br />0 <br />U <br />REVISIONS <br />BY <br />02/04/22 <br />05 10 22 <br />PRINTED <br />PERMIT <br />02 04 22 <br />REVISION-1 <br />05 10 22 <br />C� S. <br />AR97003 <br />V <br />• Q. <br />RED <br />AR <br />THIS ITEM HAS BEEN <br />SIGNED AND SEALED <br />DIGITALLY <br />BY <br />JEREMIAH RUSSELL ON THE <br />DATE ADJACENT TO THE SEAL. <br />PRINTED COPIES OF THIS <br />DOCUMENT ARE NOT <br />CONSIDERED SIGNED AND <br />SEALED AND THE SIGNATURE <br />MUST BE VERIFIED ON ANY <br />ELECTRONIC COPIES. <br />W <br />V <br />Q <br />N <br />`f <br />0 <br />Z <br />W� <br />� L1 <br />0— <br />0 <br />�O <br />Li cy_ <br />N <br />Q LO <br />WZW <br />M <br />M <br />0 <br />O <br />Q <br />z <br />0 <br />J U <br />W <br />J J <br />m 0 <br />Lt_ <br />O <br />Lli <br />m cn <br />z Q <br />J J <br />03: < <br />w <br />Cn <br />0 <br />Cad <br />�- <br />O <br />o <br />NCL <br />�mU�N <br />SHEET TITLE <br />DETAILS <br />DRAWN <br />XXXX <br />CHECKED <br />DATE <br />11/2021 <br />SCALE <br />AS <br />NOTED <br />JOB NO. <br />0000 <br />SHEET <br />A-1 <br />4 <br />OF <br />SHEETS <br />