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Home My WebLink About19-3750 2570 Kimberly Rd Self Storage Facility City Approved Plans OF I OF TIN vM'IS �IN YFAUfj City of Twin Falls �0 �� General Inspection Notes �0 0 SE'RV►NG SE RVtNG �/ NOTE: This is not a complete list and is not inclusive of all construction methods, materials or practices. These checklists are intended to serve as a guide for the items that cause the most issues during inspections and promote consistency in the application of the codes & standard practices. Compliance with all the provisions of applicable codes shall be required. O The information in the checklists is not, or was it ever intended to be, all inclusive. It does not include all code or individual plan requirements. It is intended to reflect local policies, procedures & practices within the City of Twin Falls. These checklists do not waive any specific code requirements not listed or allow for the decrease in the requirements of an engineered design. It also does not add requirements where the minimum of the code has been met. Z This page and all approved plans, associated documents, revisions & changes to the plans must be maintained on site and available for review at all times. FIRE BUILDING FINAL INSPECTION INFORMATION O Fire Alarm Inspection: Footing/Foundation Inspection: COMMERCIAL OCCUPANCY • * Fire alarm plans must be approved by the State Fire Marshal's office or if applicable the Twin Falls * All re-bar must be tied in place at time of inspection. Fire Marshal prior to installation and inspection. * All hold down anchors installed properly. Final inspections are required by multiple City Departments/Inspectors prior to getting your * Fire alarm system must be wired to call out from a land line, or with a cell dialer. (Voice over IP is not Certificate of Occupancy. allowed). Shear Inspection: * Fire alarm system must be live and capable of calling the Twin Falls Dispatch Center on the day of * All hold downs must be installed per approved plans and manufacturers installation guide. Make sure to have the approved set of plans and inspection card on site for all inspections. testing. * Fasteners should not be overdriven and shiners should be removed and/or replaced. * Install the correct type of fastener at the correct spacing. If you have Special Inspections: Once the required special inspections have been completed a final Fire Sprinkler Inspection: report needs to be submitted to the building department certifying corrections of any discrepancies * Fire sprinkler plans must be approved by the State Fire Marshal's office prior to installation and Framing Inspection: noted in the special inspection reports.This final report can be submitted any time before requesting inspection. Underground fire sprinkler line must be inspected by the Twin Falls Fire Department prior * Accessibility standards are in compliance. (ICC A117.1-2009) occupancy. to be covered. * Required load paths to footing for all load points are installed. * Pipe or hose used for flushing the underground sprinkler line must be secure, incapable of * Stair rise and treads must meet code requirements. * Required Site Work inspections may be requested and completed as the work is done or as required movement, and is deemed safe by the inspector. *Min rise 4", Max rise 7", Max tread 11" by the specific department by contact the following: * Rough to cover inspection and hydro testing must be completed before covering or tenting the *Min nosing is 3/4", Max nosing is 1 1/4" and cannot differ in length by more than 3/8" above ground fire sprinkler system. * Provide required up-lift protection for all trusses. - Planning&Zoning (parking and landscaping) Planner-208-735-7270 or Office-208-735-7267 Kitchen Hood Inspections: Final Inspection: - Engineering (Retention, curb, gutter, sidewalk, drive approaches) * Fire suppression system must be installed and ready for trip test (trip link, balloons, etc.) prior to * Landings to meet minimum code requirements. (Doors 1010.1.6, Ramps 1012.6, Stairs 1011.6) Lab inspection line 208-735-3446 inspection. * Accessibility Standards are in compliance.(ICC A117.1-2009) -Street Department (road cuts) * Kitchen hood must be wired to initiate the fire alarm upon activation of the fire suppression system. * Egress door sign-age is posted and correct verbiage is used. Office- 208-736-2226 (The only exception to this is if the building does not require a fire alarm to be installed) * "DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED" * All electrical outlets, lighting, and appliances under the kitchen hood must shut down upon *Correct hardware has been installed on all doors. * When you are ready for any Fire Department inspections please call (extinguishers, activation of the fire suppression system. *Panic hardware is installed where required. fire/alarm/sprinkler systems): * Main gas valve must be installed and must shut down upon activation of the fire suppression *Accessible hardware is installed where required. Fire Marshall -208-735-7232 system. * Handrails shall be installed where required. * Exhaust fan must be capable of running continuously upon activation of the fire suppression * Stairways shall have handrails on each side. * When you are ready for a building final inspection on the structure: system. * All racking and shelving to be in place. Make sure you have the final inspections on the plumbing, electrical, and mechanical work. * Make up air must be capable of running continuously upon activation of the fire suppression system. * All Exit signs are field verified. (must be visible—nothing can block the line of sight) Call the building inspection line 208-735-7333 * Maximum Occupancy signs posted where required. All departments will be notified by this office to go do their final inspection. Final Inspection: * Special Inspection reports and balance reports need to be received by our office. * Address must be posted as outlined on the approved set of plans or previously approved by the If there is an elevator in the building please contact the Division of Building Safety at the following link Twin Falls Fire Marshal. PLANNING &ZONING for any permits/inspections: http://dbs.idaho.gov/programs/industrial/fagEL.html I ENGINEERING Landscaping: Once ALL the departments have signed the Certificate of Occupancy the Building Official will sign and * Our code allows for us to issue a TCO with landscaping incomplete; however, we cannot extend the then it will be ready to be picked-up or emailed. In order to streamline and eliminate confusion in regards to the engineering department commercial TCO beyond the current planting season.This means that we will work with the applicant on a V J permit inspections,the following will need to be inspected prior to signing the Certificate of definitive date of their choosing, but not typically beyond 2-3 months. If you need a Temporary Certificate of Occupancy there is a $1,000 refundable deposit required. All Occupancy. All inspections will be completed using the City of Twin Falls approved (stamped) plans. departments are required to sign and give a list of outstanding issues. Once the temporary is all signed Trash Enclosures: &the list made you will need to come in and sign stating you know what those issue are, that you will Storm Water Facility Inspections: (3 phases) * Trash enclosures should be finished before a final inspection is requested,this includes the front have them completed by the specified time, and will call for inspection as those items are completed. * Inspection of excavation, including dimensions and geotextile fabric. All adjoining trenches leading gate on the enclosure. Per our code, we cannot issue a TCO if this item is not completed. It is up to each department to determine if you meet their qualification for temporary occupancy. to storm water facilities also need to be excavated and inspected. * Inspection of storm drain pipes (per plans) need to be in place (not covered)for visual inspection. Note: If a building was originally done as a shell, the shell building permit is required to be finaled The drain rock must meet ISPWC section 801 Drain Rock requirements. All pipe connections to storm prior the tenant improvement permits can be finaled. In addition, if Temporary Occupancy is needed water facilities must be completed. there will be $1,000 refundable deposit for each permit. * Inspection of completed storm water facilities with the above referenced drain rock and geotextile fabric showing proper cover and overlap. • Site Inspections: * Verify that the parking lot layout (design) &striping matches the plans * Verify that the parking lot surface is an approved "hard" surface * Verify that there is ADA compliant access from the Right-of-Way(ROW)to the building envelope Right-Of-Way Inspections: * Verify driveway approach widths & locations according to plans * Verify ADA compliance of Curb/Gutter, Sidewalks, and Sidewalk/Driveway combinations CITY APPROVED PLANS O * Verify ROW connections to other Agencies/Entities meet's ADA tolerances Flood Plain Inspections: Reviewed for Code Compliance * Verify flood plain location and compare plans to the site PLANS MUST BE ON JOB SITE * Verify the commercial buildings are one foot above base flood elevation When ready for inspection please call the Engineering inspection line at (208) 735-3446 for same day FOR ALL INSPECTIONS inspections call before 7:30 am. Having these inspections approved when the work has been completed will ensure the Certificate of Occupancy is issued in a timely manner. 2015 IBC Section 105.4 Validity of Permit: The issuance or granting of a permit shall not be a permit for, or approval of, any violation of any of the provisions of this code or of any other ordinances of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the building official from requiring the correction of errors in the construction documents and other data. The building official is authorized to prevent occupancy or use of a structure where in violation of this code or of any other ordinance of this jurisdiction. Page 1 of 56 LF A Part of the Northeast Quarter of the Northwest Quarter OF Section 23 GENERAL NOTES KIMBERLY ROAD SELF STORAGE 4QpF�Se� '�R �F9 Township 10 South, Range 17 East, Boise Meridian Twin Falls County, Idaho 2015 IFC D103.5 Fire apparatus road gates. Gates securing the fire I/ Beginning at the Northeast Corner of said NE1/4NW1/4; apparatus roads shall comply with all of the following criteria. 1. CARETAKER QUARTERS SHALL BE MODULAR CONSTRUCTION CONSTRUCTED OFFSITE AND SET ON A CONCRETE FOUNDATION PER MANUFACTURER THENCE South along the East line of said NE1/4NW1/4 a distance of 957 feet; RECOMMENDATIONS. THENCE West parallel with the North line of said NE1/4NW1/4 a distance of 190 feet; feet.e W a single gate is provided,the gate width shall be not less than 20 ft. Where a fire apparatus road consists of a divided roadway,the gate 2. SEPTIC TANK AND DRAINFIELD SYSTEM SHALL MEET THE REQUIREMENTS OF <.oHAP�v�� THENCE North parallel with the East line of said NE1/4NW1/4 a distance Of 957 feet; width shall be not less than 12 feet. THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY TECHNICAL GUIDANCE Thence East along the North line of said NE1/4NW1/4 a distance of 190 feet to the 2.Gates shall be of the swinging or sliding type. MANUAL. IF CARETAKERS UNIT IS ON SEPTIC point of beginning. 3.Construction of gates shall be of materials that allow manual operation by BUILDING SYSTEM. one erson. 3. A PERMIT FOR THE SEPTIC TANK AND DRAINFIELD FROM THE SOUTH CENTRAL EXCEPTING THEREFROM a strip of land being all that portion of the NE1/4NW1/4, p W Section 23 Township 10 South, Range 17 East, B.M., lying Northerly of the line parallel 4.Gate components shall be maintained in an operative condition at all DISTRICT HEALTH DEPARTMENT WILL BE REQUIRED. times and replaced or repaired when defective. With and 50 feet southerly from the following described centerline Of Highway 30: 4. PROVIDERESIDENCE EA DBUSI BUSINESS SOUTH OF THE PROPER LANE TO FARM LAND, V BEGINNING at the Station 77+04 of said Highway Survey which station is a Oint 190.E 5.Electric gates shall be equipped with a means of opening the gate by fire RESIDENCE AND BUSINESS SOUTH OF THE PROPERTY. ZO FRONT SETBACK 80'FROM CL 9 Y Y P department personnel for emergency access. Emergency opening devices 35'FROM PL WHICHEVER IS GREATER feet west from the north quarter corner of said Section 23; shall be approved by the fire code official. j THENCE South 89'12" East 190.6 feet to a point which is station 78+94.6 which is a 6.Methods of locking shall be submitted for approval by the fire code point coincident with the North Quarter corner of said section. official. 0 20 40 80 7.Electric gate operators,where provided,shall be listed in accords ce with ONLY PHASE 1 IS UL 325 HORIZONTAL(FT) a o 8.Gates intended for automatic operation shall be designed,constructed APPROVED AS PART HORIZ.DATUM:NAD 83VERT.DATUM:NAVD 88 a o I and installed to comply with the requirements of ASTM F 2200. O F THIS PERMIT. o _ 3'IRRIGATION BOX � 8'VALLE 80 L.F.6"IRRIGATIO RIM 3805.62 GUTTER L _ _ _ _ _ _ _ _ SLOPE 0.60% _ INV.N 3801.08 _ _ _ _ _ _ J w _ _ _ H mia 30'RADIU ABANDON IRRIGATION ENV'-W 38iSS5� p ARTERIAL ` 840 SQUARE FEET GATEWAY ESIDENTIAL DRIVEWAY _ _ _ _ _ _ _ _ _ _ _ _ _ APPROACH ARTERIAL LANDSCAPING W/9 IGH BACK CURB APPROACH W/RAMPE IGH BACK CURB > x'z "' TREES AND 46 BUSHES MIN. EMOVE IRRIGATION SIDEWALK w 12"X10"HOT AND GUTTER W/5' AND GUTTER W/T TAP BY CI)Y SIDEWALK DGE OF NEW PAVEMENT(PHASE 2) d0 _ d0 d� _ Qp _ _ O h o a 501 L.F.10"WATER MAI RIM RIGATON MANHOLE NH 06 x 8"TEE W/BLIND FLANGE ON SOUTH LEG 648 L.F.6SLOPE 0 ISO S 0°00"24"W 957.00 o _.. L. W -�� W. W.. I W.L. WL. oii o, al z�03.17 sal sal sal sal sal ' 0 3'IRRIGATION BOX s=- I PEDESTRIAN RAMP SE anH _ o ISP C SD-712A e o e a RIM 3804.00 o I'- l7 fl fl N __'Ot_____ _____BUILDING2 5,700 SQ_(T__ _______________________________� ______________________-41.3'- " _____ ,Ol I INV.W.3797.86 _ �� - - BUILDING 35,550 SQ.FT. TRENCH. oo l'l Jloo =.g. 4 -__ _� �� :o-________________ _____________ __ 3 e z 90°ELB NVERT OF DRAIN SWALE TYP 398 L.F.8"WATER MAIN o 21 L.F.8"WATER MAI 90°ELBOW T INV.S.CONNECT TO = Eo IQ 65 L.F.3'WID DRAINFIELD W.L. W.L. W.L. L. W.L. L. W.L. 390 SHEET FOR DETAILS 41 8' •• EXISTING PIPE o lY N 90 a 30'LANDSCAP a Y m - c d 6 3 J RE QURED le ¢o m.w. 320' 2L.F.6"IRRIGATION Coo SLOPE 0.50% _ (L q BUILDING 7A 28,400 SQ.FT. - BUILDING 7B 28,400 SQ.FT. O was a e ,0£ a 2'C CH BASIN SEE o �i' •I•I' i W A"C r a - IRRIGATION MANHOLE z 3 o 1000 GAL O e L1•t1 ti SHE 3 FOR DETAILS IN in i �?fi i i ;;I o a w 0 o SEPTIC TANK • e m m 33'WIDE X 126'LONG X T D E m i i;i i;a RIM 3604.05 W ° • w m '� -I � SUBSURFACE RUNOFF RETENTION / I I'd INV.3797.97 �w0- oorn - g•Y I . YW c T Q a0 >w 6'SIDEWALK 6'AWAY a H� - 9®- .. z a o 0 o FROM EXISTING CUR ° w o: 130 L.F.8"WATER MAIN Da- o ¢ ¢ co o • 25' ¢z 320` 390` EDGE OF'ASPHAL�f o O 3 BU LDI G 6A 9,600 SQIIFT. BUILDING 6B 11,70 SQ.FT. a0� I N 1 1 a 'il i�''••' DRAWN BY RLH w o a a 1"WATER a^ERVICIE i• ° C, r `" I; 21'WIDE X 160'LONG X 6'DEEP DESIGNED BY: RLH 0 o FIRtHYDRANTASSEMB'_Y a li! � •;I O O w FLANGE ELEV.3803.32 l I 10' 41 8 y QUALITY CHECK: CB SUBSURFACE RUNOFF RETENTION u, t i { W/DRAIN ROCK INV.3788.00 a w�o D o O 12"X 8"HOT l p j i {! DATE: 4/17/2019 m p ¢ 0 g TAP BY CITY ��® B NO. w 0 O n ••90°ELBOW ;I O w z ro 13 L.F.8"W ATER MAI ---- -- - j I, LDBOOK BUILDING 8000 SQ.FT. 0 400 BUILDING5A 8,320SQ.FT. 416' 45 W LED YARD LIGHT -J I T H I S E C TCH BASIN SEE 2'CATCH BASIN SEE 2'CATCH BASIN RI gI SHEET 3 FOR DETAILS R A SHEET 3 FOR DETAILS SHEET 3 FOR DETAILS 3797.38 INV.3795.1 W/ 3 84 L.F.8"WATER MAI 12"PIPE EAST&S UTH ' 2'CATCHBA IN SEE 2HRRATED WATER NOTES I° 3_ TREETRIGHT-OF-WAY SHEET 3FOR ETAILS OWNER: ENGINEER: EXTERIOR WALL. PIPELINE DISINFECTION AND FLUSHING ro y 9X ETBACK SKY HOMES,LLC TD&H ENGINEERING,INC. SEE SHEET 5 1.CONSTRUCT THE WATER SYSTEM TO CONFORM WITH THE STANDARDS SET ro FORTH IN THE"IDAHO RULES FOR PUBLIC DRINKING WATER SYSTEMS"(IDAPA 1. DISINFECTION PROCEDURES o 3 945 EASTVIEW DRIVE 526 SHOUP AVENUE WEST 58.01.08),THE CITY OF TWIN FALLS STANDARD SPECIFICATIONS AND ISPWC 1.1. THE CONTRACTOR SHALL FOLLOW THESE GUIDELINES FOR DISINFECTION #20-01 34 ALPINE,UTAH 84004 TWIN FALLS,IDAHO 83301 DIVISION 400. PROCEDURES. z PHONE:801-669-3500 PHONE:208-733-2446 1.2. THE CONTRACTOR SHALL INSPECT THE PIPE MATERIAL PRIOR TO ITS ONLY terrymillssmith@gmail.com EMAIL:rex.harding@tdhengineering.com 2.ALL WATER MAIN FITTINGS SHALL BE CLASS 250 MECHANICAL OR PUSH-ON TYPE INSTALLATION TO ENSURE ITS INTEGRITY.THE CONTRACTOR SHALL JOINT,CEMENT-MORTAR LINED CAST IRON AND SHALL CONFORM TO AW WA C-110 PREVENT CONTAMINATION MATERIALS FROM ENTERING THE PIPELINE SPECIFICATIONS. DURING STORAGE,STAGING OR CONSTRUCTION ACTIVITIES. IF CONTAMINATING MATERIALS ARE FOUND WITHIN THE PIPELINE THEY 3.ALL WATER MAINS SHALL HAVE A MINIMUM T-6"BURY DEPTH. SHALL BE REMOVED BY FLUSHING OR OTHER MEANS. _ 1.3. THE CONTRACTOR SHALL USE'TABLETS"TO ADD CHLORINE TO THE GENERAL NOTES ROADWAY NOTES 4.ALL PARALLEL WATER AND NON-POTABLE MAINS AND SERVICES SHALL HAVE A SYSTEM AS IT IS INSTALLED.TABLETS SHALL CONSIST OF 5-GRAM 10 FOOT MINIMUM SEPARATION. TABLETS,AND MUST CONTAIN APPROXIMATELY 65%AVAILABLE CHLORINE BY WEIGHT.THE TABLETS SHALL BE ATTACHED AT THE TOP OF THE PIPE 1.ALL WORK SHALL CONFORM TO IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION 2019 EDITION AND CITY OF TWIN FALLS STANDARD SPECIFICATIONS. 1.ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE 5.ALL INTERSECTIONS OF WATER AND NON-POTABLE MAINS AND SERVICES SHALL WITH FOOD GRADE ADHESIVE.THE CONTRACTOR SHALL MARK THE 2019 EDITION OF THE I.S.P.W.C.AND THE CITY OF TWIN FALLS SUPPLEMENTAL CONFORM TO NON-POTABLE WATER LINE SEPARATION(NPWL)PER ISPWC SD-407, EXTERIOR OF THE PIPE TO INDICATE TABLET LOCATION AND TO ENSURE 0 = 2.THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL THE DRAINAGE IMPROVEMENTS ARE IN SPECIFICATIONS.NO EXCEPTIONS TO CITY POLICY,STANDARDS AND THE I.S.P.W.C. IN CONFORMANCE WITH IDAPA 58.01.08.542.07.b. LTHAT THE OCATION SHALL IS AT THE VERIFIED BY THE ENGINEWHS INSTALLED NST LLEDD.REPRESENTATIVE OR 0 PLACE AND FUNCTIONING. WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED IN WRITING O 2 BY THE CITY. 6.LOCATE SUBSURFACE STORM WATER DISPOSAL FACILITIES(INCLUDING A CITY REPRESENTATIVE PRIOR TO ANY BACKFILLING ACTIVITIES. 3.ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS OF ANY INFILTRATION BEDS AND DRYWELLS)AT LEAST 25 FEET FROM MAIN WATER LINES. 1.4. THE CONTRACTOR SHALL INSTALL ONE TABLET IN EACH FIRE HYDRANT LL (n J JURISDICTIONAL BODY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES,SAFETY DEVICES AND CONTROL OF TRAFFIC WITHIN AND AROUND 2.STRIPPING SHALL INCLUDE REMOVAL OF TREES,BUSHES,GRASS,WEEDS AND THIS REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE LATERAL AND ONE ADDITIONAL TABLET IN THE FOOT OF EACH FIRE J a THE CONSTRUCTION AREA. OTHER MATERIAL FROM THE SUBGRADE TO A DEPTH OF(4)INCHES.THE ROOT VAULTS. HYDRANT.THE CONTRACTOR SHALL ALSO INSTALL ONE TABLET PER 20 J SYSTEM OF BUSHES AND TREES SHALL BE REMOVED TO A DEPTH OF(1)FOOT FOOT LENGTH OF PIPELINE OR 2 TABLETS FOR EVERY 40 FOOT LENGTH J Q LU 4.ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE APPROVING AGENCIES OR AS SET BELOW SUBGRADE.COMPLETE REMOVAL AND DISPOSAL OF TREES AND STUMPS 7.PLACE NO.12 DIRECT BURIAL WIRE ALONG THE NORTH AND EAST SIDE OF OF PIPELINE,IF THERE ARE OTHER PIPE LENGTHS IN THE SYSTEM LL FORTH HEREIN,WHICHEVER IS MORE RESTRICTIVE.CONTRACTORS MUST FURNISH PROOF THAT ALL MATERIALS INSTALLED ON THIS PROJECT MEET THE AND THE REMOVAL OF THEIR TAP ROOTS TO A DEPTH OF ONE(1)FOOT BELOW WATER MAINS AND SERVICE LINES. CONTACT THE ENGINEER FOR RECOMMENDATIONS. W Z (� REQUIREMENTS OF ITEM#7 AT THE REQUEST OF THE APPROVING AGENCY AND/OR THE DESIGN ENGINEER. SUBGRADE LEVEL AND BACKFILL OF ANY HOLE OR DEPRESSION IS REQUIRED. 1.5. THE CONTRACTOR SHALL FILL THE LINE WITH WATER AT A RATE OF 1 8.ALL PVC WATER MAINS SHALL CONFORM TO AW WA C-900,CLASS 150,DR18 FT/SEC TO ENSURE THE TABLETS REMAIN ATTACHED TO THE PIPE AND m 5.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL DETERMINE THE EXACT 3.NO EMBANKMENT MATERIAL SHALL BE PLACED UNTIL THE SUBGRADE HAS BEEN STANDARDS WITH ELASTOMERIC-GASKET COUPLINGS. ARE NOT WASHED DOWNSTREAM.AFTER THE SYSTEM IS CONNECTED [- LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES CAUSED APPROVED.SNOW SHALL BE REMOVED FROM EMBANKMENT FOUNDATIONS PRIOR AND THE LINE IS FULL OF WATER THE CONTRACTOR SHALL NOT FLUSH BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.CONTACT DIGLINE AT 1-800-342-1585 OR AT W W W.DIGLINE.COM TO CONSTRUCTION OF THE EMBANKMENT.NO EMBANKMENTS SHALL BE 9.THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT TWO(2) THE SYSTEM FOR A MINIMUM OF 24 HOURS TO ALLOW THE TABLETS TO CONSTRUCTED ON A FROZEN FOUNDATION.EMBANKMENT SHALL BE PLACED IN WORKING DAYS BEFORE INITIAL CONSTRUCTION BEGINS AND SHALL ALSO DISSOLVE AND TO ACHIEVE ADEQUATE CONTACT TIME. 6.WORK SUBJECT TO APPROVAL BY ANY POLITICAL SUBDIVISION OR AGENCY MUST BE APPROVED PRIOR TO(A)BACKFILLING TRENCHES FOR PIPE;(B) LAYERS NOT EXCEEDING EIGHT(8)INCHES IN LOOSE THICKNESS.EACH LAYER REQUEST INSPECTION OF WATER LINES AND APPURTENANCES TWENTY-FOUR(24) U) PLACING OF AGGREGATE BASE;(C)PLACING OF CONCRETE;(D)PLACING OF ASPHALT PAVING.WORK DONE WITHOUT SUCH APPROVAL DOES NOT RELIEVE SHALL BE UNIFORMLY COMPACTED TO 95 PERCENT OF MAXIMUM ACCORDING TO HOURS IN ADVANCE OF BACKFILLING. 2. FLUSHING PROCEDURES LU THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK IN AN ACCEPTABLE MANNER. ASTM D-698,AT UNIFORM MOISTURE CONTENT.SANITARY SEWER AND STORM 2.1. THE CONTRACTOR SHALL FOLLOW THESE GUIDELINES FOR FLUSHING DRAIN MANHOLE RINGS SHALL BE SUPPLIED AND CONSTRUCTED TO FINISHED 10.ALL WATER MAINS MUST BE DISINFECTED IN ACCORDANCE WITH APPLICABLE PROCEDURES. O 7.LOCATE SUBSURFACE STORMWATER DISPOSAL FACILITIES(INCLUDING INFILTRATION BEDS AND DRYWELLS)AT LEAST 25 FEET FROM WATER MAINS.THIS GRADE BY STREET CONTRACTOR IN ACCORDANCE WITH CITY OF TWIN FALLS AW WA STANDARDS. 2.2. ALL FLUSHING ACTIVITIES SHALL BE PERFORMED IN THE PRESENCE OF REQUIREMENT DOES NOT APPLY TO CATCH BASINS OR SAND AND GREASE VAULTS. SPECIFICATIONS. THE ENGINEER'S REPRESENTATIVE OR A CITY REPRESENTATIVE. 11.ALL VALVES ON WATER MAINS SHALL BE RESILIENT SEATED GATE VALVES 2.3. THE CONTRACTOR SHALL COLLECT AND REMOVE THE 1ST 500 GALLONS 8.QUANTITY AND PLACEMENT OF STREET LIGHTS IS CONTINGENT UPON THE ELECTRICAL DESIGN BY IDAHO POWER COMPANY. 4.SUBGRADE MOISTURE AND DENSITY RELATIONSHIP SHALL BE DETERMINED IN CONFORMING TO AW WA-509 WITH 2"OPERATING NUT AND VALVE BOX. FROM THE FLUSHING OPERATIONS AND DISPOSE OF THE HEAVILY ACCORDANCE WITH MATERIAL WHICH IS CAPABLE OF MEETING THE COMPACTION CHLORINATED WATER AT A LOCAT' "^^^^ 9.SEE FLEETWOOD HOMES PLANS FOR DETAILS OF CARETAKER'S QUARTERS BUILDING. REQUIREMENTS. 12.PRESSURE AND LEAKAGE TESTS SHALL BE MADE ON ALL WATER LINES IN 2.4. THE RESIDUAL CHLORINE IN THE' ACCORDANCE WITH 2O17 I.S.P.W.C.STANDARD SPECIFICATIONS AND AWWA INSTALLING SERVICE LINES AND( CITY APPROVED PLANS 10."THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL,STATE,AND FEDERAL PERMITS REQUIRED FOR STORMWATER POLLUTION 5.SET THE TOPS OF ALL VALVE BOXES AND SEWER MANHOLES FLUSH WITH THE C-600-87. PREVENTION AS A RESULT OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION PLAN FOR REVIEW SLOPE OF THE FINISHED STREET GRADES. 3. REDISINFECTION PROCEDURES Reviewed far Code Compliance BY THE ENGINEER.IF THE CONSTRUCTION WILL DISTURB MORE THAN ONE ACRE,THE CONTRACTOR SHALL OBTAIN A COPY OF THE U.S.ENVIRONMENTAL 13.INSTALL FIRE HYDRANT ASSEMBLY IN ACCORDANCE WITH ISPWC SD-404. 3.1. IF THE INITIAL DISINFECTION FAIL; PROTECTION AGENCY'S NPDES GENERAL PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY(OTHERWISE KNOWN AS THE 6.PLACE ALL WATER VALVES,BLOW-OFFS AND MANHOLES SO THAT THEY DO NOT BACTERIOLOGICAL RESULTS,THE PLANS MUST BE ON JOB SITE CONSTRUCTION GENERAL PERMIT OR CGP)AND SUBMIT A"NOTICE OF INTENT'(NOI)[EPA FORM 3510-9(6/03)]FOR PERMIT COVERAGE UNDER THE GENERAL CONFLICT WITH ANY CONCRETE CURB AND GUTTER,VALLEY GUTTER OR 14.WATER SERVICES SHALL BE CONSTRUCTED IN CONFORMANCE WITH ISPWC SHALL BE RESAMPLED ACCORDIN PERMIT.THE CGP MAY BE FOUND ON THE INTERNET AT HTTP://W W W.EPA.GOV./NPDES/STORMWATER/CGP OR BY CONTACTING THE U.S.EPA OFFICE OF WATER SIDEWALK IMPROVEMENTS. SD-401 AND CITY OF TWIN FALLS STANDARDS. NOTES 2 AND 3 OF THIS SPECIFIC, DIRECTLY AT(800)424-4372.THE NOI MAY BE FILED ELECTRONICALLY AT THE FOLLOWING WEBSITE: PRODUCE ACCEPTABLE RESULTS FOR ALL INSPECTIONS HTTP:/CFPUB.EPA.GOV/NPDES/STORMWATER/ENOI.CFM.THE CGP DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH OTHER REGULATIONS OR 15.SECURE AND ANCHOR ALL TEES,PLUGS,CAPS,BENDS,AND OTHER LOCATIONS UNTIL SATISFACTORY RESULTS A CONTRACT REQUIREMENTS REGARDING STORMWATER POLLUTION PREVENTION INCLUDING BUT NOT LIMITED TO:PROTECTION OF SURFACE WATERS, WHERE UNBALANCED FORCES EXIST BY SUITABLE THRUST BLOCKING AS SHOWN CONSECUTIVE SETS OF ACCEPTABLt bAMrLtb I AKIN Z4 NUUKb AVAK I. TF19.002 DESIGN.DW PREVENTION OF SOIL RUNOFF INTO DRAINS,DUST CONTROL,PREVENTION OF TRACKING SOILS TO ADJACENT STREETS,FUEL CONTAINMENT,SPILL CONTROL, ISPWC SD-403. SHEET Page 2 of 56 KIMBERLY ROAD SELF STORAGE GENERAL NOTES a��S�G' T 1. CLEARING AND GRUBBING SHALL INCLUDE A 4"MINIMUM REMOVAL OF PLANT STORM WATER RETENTION CALCULATIONS MATERIAL AND ROOTS.ENGINEER WILL REVIEW THE REMOVAL AFTER COMPLETE. F �a 50-YEAR 24-HOUR STORM=1.9 INCHES 2. GRADE THE SUBGRADE SOIL TO THE ELEVATIONS SHOWN ON THE DRAWINGS PROPERTY TOTAL AREA RUNOFF AREA(Square Feet) RUNOFF RETENTION MINUS 8"TO ALLOW FOR COMPACTED GRAVEL INSTALLATION. LOCATION (Square Feet) ImpermeableD.95) Landscape(0.25) (Cubic Feet) Surface/Subsurface 3. COMPACT SUBGRADE TO 95%PER ASTM D-698. W North End 13,004 8,110 4,894 1,491 4. SUBGRADE ELEVATION IN BUILDING AREAS WILL BE IN ACCORDANCE WITH THE FOUNDATION PLANS PROVIDED BY THE BUILDING MANUFACTURER. z West Buildings 64,487 64,487 0 9,700 5. ALL DRIVEWAYS SHALL HAVE 8"OF j'CRUSHED AGREGATE COMPACTED TO Zp East Buildings 67,709 67,709 0 10,185 95%PER ASTM D-698. rn South Retention Area 4,326 0 4,326 240 21,615 6. RUNOFF RETENTION WILL BE CONSTRUCTED WITH A MAXIMUM SIDE SLOPE OF 0 20 40 80 K 3:1.PROVIDE TRACKED SURFACE ON SLOPES FOR EROSION PROTECTION. Note:All Retention will be a Combination of surface and subsurface. SEED RETENTION POND SIDES WITH DROUGHT TOLERANT GRASS. HORIZONTAL(FT) HORIZ.DATUM:NAD 83 VERT.DATUM:NAVD 88 �o 3 I I m II L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - Q w 840 SQUARE FEET GATEWAY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ESIDENTIAL DRIVEWAY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ w z ARTERIAL LANDSCAPING W/9 HIGH BACK CURB APPROACH W/RAMPED IGH BACK CURB - - - - - y I TREES AND 46 BUSHES MIN. AND GUTTER W/5' w °J AND GUTTER W/5' SIDEWALK > LL DOVER 1a+oo 15+00 0 17 1e+Do SIDEWALK 1 0 1s+ O d 1 0 11+00 d0_ d0 In _ O _ � d0 _ � d!Z _ �P _ _ ® - - - - - - - ---- - - -- - - - - - -- --- - ------ - - - --- ------------ - ---W.L.-� W.. W.L. WA( W.L. W.L. W.L. W.L. O -oi a _, al aal aal aal aal aal aal-o PE 99 DESTRIAN RAMP SE DnH m o ISP C SD-712A 0.50% 3804.51 3804.51 1.00% i0 3802.81 3802.40 - 3801.80 I o I'- 0 I ,pt I 41.3' 1.00% 0.50% OL '= I �IQ O 3 I STA.00+5550'L_'STA,11,55.44 -_ STA 1�+25.44 ,L.- - -W L ---- _ N.L. - ----W L ---- ---- 1.00% STA:15+06.74 0.65% o GRADE BREAK 0:50� GRADE BREAK 1�% -� GRADE-1 GRADE BREAK { C O a/ _ ELEV.3803 BS____ ----FG ELEV.3804.03 i- -� I � 050% FG ELEV:3.04.38 N yo ___________________Bgi--- E .. _---__----__--------__--. _--T 3 0 3804.14 3804.52 320' \Iu�13 3601.31 LEV 321 390' C? W I � w � I i �m " `}--------------� - o.es N 41 8' t f ,�• I d1 ITr-li' � C LLI 3799.48 ® IA f%'''•••'' OS o 0.50/ 0.50% 1.00% % •� _ IL A c � w 0 3 0 L 3 STA:,10- - I m I.II "'I;78EA STA:46+76.47 S A18+0].78 I LIJ x 0_F--O Y 3802.74 GRADE BREAK O.So% STA:13+g8.88 GRADE 1.00% GRADE BREAK 0.83% GRADE BREAK 1 w (•' 'I O O rn 1+00 FG ELEV.380 12+00 -BREAK FG E V 3802A0 O 14+00 15+00 16+i-- 17+00 00 I o 1�64 z F 1>n r 2.64 _ - 3,82}- '� ��n�l?♦��N��' - a a w m o A 3tt02.64 6 M w M 320` -y 39'. x s Oi!iI m 0_ O O 3 02.40 v$� mm N m 3803.92 0.50% r111,2,+52, 3798.41 od ,a ,; ,, mJ� _ _ DRAWN BY: RLH tA: 41 8 I 6•: i';I DESIGNED BY: RLH 0_ O� .50% .5'I=GRADE - GRADE BREAK I I'' 'I QUALITY CHECK: CB m p - Z O U N L 1+00 12+00 13+00 p .✓/ BREAK FG ELEV.M61.94 1_yg0 15+00 16+00 1]+00 FG ELEV.3797.38 I I o q @��fi® ■ 9@ 6@�4]@ ■�5@ r�® -r fig-- DATE: 4117/2019 U M y7 80 I__ ___ ! I w z c �_ 3e02.e2 0. 0.50% �, JOB NO. O y - .3802.8 o LL�3803.3 p 3802.02 3797.82 •li '•I FIELDBOOK z 3803.52 N 400' 416' o W 3803.08 a� 3 I of I y w 3 3802.4 I m ILL m y I SKY OWNER HOMES,LLC TDBH ENGINEERING,INC. LLJ o 0 3 3 945 EASTVIEW DRIVE 526 SHOUP AVENUE WEST a I ALPINE,UTAH 84004 TWIN FALLS,IDAHO 83301 PHONE:801-669-3500 PHONE:208-733-2446 terrymillssmith@gmail.com EMAIL:rex.harding@tdhengineering.com O H 381 3810 N 0 0 0o LL 6� SIn In �m J O_ N V M W N0 J > a. W Q = >W -- - ' a -- m o a a p C9 K 6 -1.00% > E w J LPL A.D.= 1.50% > w C - J 0 380 3800 LLW Z V a M ,n ry N n a 'yoo ymy (? , yy N m O m 0 O m 0 O 0"0 O m 0 O YCI W M M M M M M M M M M M M M M t7 U' 0 C1 U C9 0 C1 0 CD 0 U' 0 C) 0 CD 0[7 0 U' 0 C) 0 U. 0 C) 0 U' 0 (9 CI W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W W LL W LL W LL W UL W LL W LL W LL i 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 W DOVER LANE CENTERLINE PROFILE STA: 10+00-20+00 2 CL 25 PL O 16s' PROFILE GRADE ®L -2.50% CITY APPROVED PLANS y " Reviewed for Code Compliance HIGHBACKCURBAND PLANS MUST BE ON JOB SITE 'PLANT MIX PAVEMENT GUTTER W/5'SIDEWALK LEVELING COURSE FOR ALL INSPECTIONS 15.5"T TYPE II AGGREGATE SUBBASE SUBGRADE SOIL DOVER LANE TYPICAL SECTION 7F19.002 DESIGN.DW N.T.S. SHEET 2 Page 3 of 56 381 3810 S L F FOR y�9 o C I tp M �iLlAl/y� � 0 o I ISH FLOOR n rn 9 JPPF OF > OFFICE > w N w 1 BEXISTING GR UND -FINISH FLOOR LEFT > Ga> W FINISH GRADE @ SWALE I VERT� +INISH FLOOR RIGHT 3800 z111p35 L.F.12" STORM DRAIN wLu143 LF 12" 77RETENTION 0% STD 20 L.F.12" CAT STORM AIN SLOP SURFACE o zo ao ao STORM DRAIN 0% STOR DRAIN RIM ELE 3801.46 CA CH BASI I V.ELEV.N& 3797.72 200 L.F 12" HORIZONTAL(FT) c Kim Zj RIM ELE 3799.46 209 L.F 12" CATCH BASI H RIZ DATUM:NAD 83 vERT.DATUM:NAVD 98 ATCH BASIN IIJV.ELEV 3796.25 RIM ELEV.3797.38INV.ELEV.N&S 3798.82 a a RIM ELEV.3802.40 ATCH BASIN SLOPE 0. O% INV.ELEV.E&S 3795.12 y 'DEEP ~ NV.S.3799.88 RIM ELEV.3802.99 INV.EL .N 3795.22 SUBSURFACE w w INV.ELE J.S 3799.52 q� ET ION o 7'DEEP SUBS RFACE RETE TIO 3790 in u�i MM a� rn r� vM mm n� m n vM MN mgi rnrn nN M nLl w wm wib wm �� wm �� wm wib wm rr r r rn r r rr r r rr W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 WEST DRIVEWAY CENTERLINE PROFILE STA: 10+00-19+00 381 3810 E C � L p� � c G1 d + o C c a -FINISH FLOOR BUILDING 1 M LLJA'S%1g EXISTING GROUND -.5or [F:IN�ISH GRA o H FLOOR OFFICE INISH FLOOR LEFT + E @ SWALE I VERT� L + I ISH FLOOR RI HT a +M m m 380 CATCH BASI > w >w 3800 DRAWN BY: RLH RIM ELE 3803.20 DESIGNED BY: RLH INV.ELEV. 3800.08 CAT H BASI o.7s%o.°° QUALITY CHECK: CB 200 L.F.12 RIM ELE 3801.99 SURFACE DATE: 4/17/2019 STORM DRAIN I V.ELEV.N& 3798.87 YRETENTION JOB NO. SLOPE 0. 1% 200 L.F.12" CAT H BASIA FIELDBOOK SLOPE 1. 0% I V.ELEV.N& 3796.87 208 L.F.12"77 ITCA CH BASI STORM DR IN RIM EL V.3798.13 D EP SLOPE 0.8 % INV.ELEV.N 3795.21 SUB URFACE INV.E.LEV.E W 3795.11 RET NTION T DEEP SUBSURFACE RETE TIO 379 3790 W N lV N th th M M th th V M th th V M lV(V C C r W r M M m m m m m m m m ro m m m m m n n r n n r n n n r n n M M Mm M M Mm M M M M M M Mm M M M M M M M M M M M M M M M M M M W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL O 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 CENTER DRIVEWAY CENTERLINE PROFILE STA:10+00-19+00 LL 381 3810 J N Lu Lu Mo M O_ J_ 0 � -FINISH FLOG a BUILDING 1 w ^ 09 w o.a XI TING GROUN o s W vi IZ 1.00 a M > IN SH FLOOR LET o rn Q a FINISH GRADE @ SWALE I VERT + a/ LL INI T a s� > w W Z .65q W 380 H FLOOR RIG 3800URFACE m CAT H BASI RETENTION RIM ELEV 3801.78 Y INV.ELEV. 3798.78 200 L.F.1 RIM ELEV 3800.28 STORM DRAI I V.ELEV.N& 3797.28 DEE LLu SLOPE 0.76 SUBSURFACE STORM DRAIN CA CH BASI RETEN ION SLOPE 1.03% RIM ELEV.3799.26 F1 Q INV.ELEV N 3795.16 _ INV.ELE.W 3795.06 >- T DEEP SUBSURFACE RETE TIO Y 379 3790 (n CITY APPROVED PLANS 0 o g o g o g o g o g o g o 0 0 0 o m rn rn rn m w rn rn m rn orn. m w Reviewed for Code Compliance M M th M M th M M M M M M M C7 C7 Cl U' C7 0 C0 U' C7 C7 Cl U' C7 C7 Cl U' C7 C7 Cl U' C7(7 Cl U' C7 C7 Cl U' C7 C7 Cl U' C7 C7 W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL PLANS MUST BE ON JOB SITE 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 FOR ALL INSPECTIONS EAST DRIVEWAY CENTERLINE PROFILE STA: 10+00-19+00 TF19.002 DESIGN.DW SHEET 3 Page 4 of 56 L G1 T y�9 DESIGN NO. U419 — NON—BEARING WALLS s /all 1. FLOOR AND CEILING RUNNERS — 4-1/2" x 2-7/8" x 16 GUAGE Plan Analysis Based on Latest Edition of IBC & IFC 9gI L OF, H CHANNEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 INCHES Architect or Engineer of Record: TD&H Engineering. Inc. O.C. MAXIMUM. 2. STEEL STUDS — 4 X 2 X 16 GAUGE CHANNEL SPACED A MAXIMUM Job Address:2570 Kimberly Road City:Twin Falls St:Idaho_ Zip: 83301 OF 24" O.C. STUD TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLED Legal Description: Twin Falls Acres Inside East 190' of North 7 acres of Tax #63 ROOF PANEL HEIGHT. Occupancy Classification: R-3 S_1 S-1 Occupant Load Per Area:1: 6 2: n/o 3. 2 LAYERS OF 5/8" TYPE C SHEETROCK WITH BEVELED, SQUARE OR S_1 s_1 s_1 3: n/o 4: n/o z� TAPERED EDTES, APPLIED VERTICALLY OR HORIZONTALLY ON EACH SIDE. 5: n/a 6:n/a �� 4. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD Number of Stories: 1 Vestibule Req'd?:Yes_NoX Total: 6 > ROOF PURLIN it S CAVITY OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT Floor Area: Basement: 1st: 1260 Exists Required: Basement: lst:� 2 LAYERS 5/8" FIRECODE LAYERS STAGGERED ON STUD CAVITY. HORIZONTAL STUDS NEED NOT BE 2nd: 3rd: 4th: 2nd: 3rd: 4th: stories CORE SHEETROCK WALL PANEL BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL ' DEANALYSIS BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. Actual furthest travel distance to exit: 40' (UBC Table 1016.1 & Table 1021.2) 2" THERMAFIBER HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT Type of Constructio Tvo11—F3 Allowable Area Calcs:9000 Square Feet SAFE INSULATION LAYERS STAGGERED A MINIMUM OF 12 INCHES. Area Increase: n/a 5. ATTACH BASE LAYER OF SHEETROCK TO METAL STUDS WITH 1" TYPE u WALL PANEL S SCREWS AT 16" O.C. Sprinkler System:Yes NoX Exit Signs:Yes Now 6. ATTACH FACE LAYER OF SHEETROCK WITH 1-5/8" TYPE S SCREWS Maximum Floor Area Allowed: x Emergency Lights:Yes Now ° AT 16" O.0 WITH SCREWS OFFSET 8" FROM FIRST LAYER. Special Inspections Required?:Yes-No X Lighting Layout & ComCheck:Yes_Now w 2 LAYERS 5/8" FIRECODE 8. 2" MINERAL WOOL INSULATION BATT, FRICTION FITTED BETWEEN STUDS o STEEL C STUD / AND RUNNERS. Firewalls Required?:Yes�No_(If Yes, please provide cross section and UL Listing) CORE SHEETROCK 9. APPLY VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND IN Occupancy Separation Req'd?:Yes_NO_X(If Yes, provide cross section & UL Listing) 2 LAYERS 5/8" FIRECODE TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYER. PAPER TAPE, Area Separation Re wired?:Yes�No_If Yes, g) �� CORE SHEETROCK WALL PANEL NOMINAL 2" WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL P q ( provide cross section and UL Listin JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY Classified Areas?: YesXNo (If Yes, show on plans and explain classification) BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. FIRE HYDRANTS WITHIN 1000 FT. Comments: 2" THERMAFIBER SAFB INSULATION 2 LAYERS 5/8" FIRECODE / 1. 51 ft. GPM Flow: — C SHEETROCK 2. 46 ft. GPM Flow = o DESIGN NO. U423 — BEARING WALLS m 3. ft. GPM Flow � 1. FLOOR AND CEILING RUNNERS — 6-1/2" x 2-7/8" x 16 GUAGE CHANNEL, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 INCHES Total: C CONCRETE FLOOR O.C. MAXIMUM. Minimum Req'd Flow for Building: C� 2. STEEL STUDS — 6" X 2-1/2" X 16 GAUGE CHANNEL SPACED A C t Model Required: Yeses No MAXIMUM OF 24" O.C. STUD TO BE CUT 3/8" TO 3/4" LESS THAN ASSEMBLED HEIGHT. STUDS ATTACHED TO FLOOR AND CEILING RUNNERS Date: Prepared By: WITH 1/2" TYPE S-12 STEEL SCREWS ON BOTH SIDES OF THE STUDS. 3. PROVIDE LATERAL SUPPORT MEMBERS AS REQUIRED BY THE MANUFACTURERS STEEL STUD WALL SYSTEM. DRAWN BY: RLH 2—HOUR FIRE WALL CONSTRUCTION 4. 2 LAYERS OF 5/8" TYPE C SHEETROCK WITH BEVELED, SQUARE OR PHASE 1: RESIDENTIAL CARETAKERS DESIGNED BY: RLH TAPERED EDTES, APPLIED VERTICALLY OR HORIZONTALLY ON EACH SIDE. BUILDING#1--1800 SF HOME -- 1260 SF QUALITY CHECK: CB NOT TO SCALE 5. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD BUILDING#2--5700 SF DATE: 4I17I2019 CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT JOB NO. CONSTRUCTION NOTES: LAYERS STAGGERED ON STUD CAVITY. HORIZONTAL STUDS NEED NOT BE BUILDING#5--8000 SF FIELDBOOK 1. EXTERIOR LOAD BEARING FIRE WALL CONSTRUCTION BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUILDING#6A--9600 SF SHALL BE IN ACCORDANCE WITH UL DESIGN NO. U423. BUTT JOINTS ON OPPOSITE SIDES OF STUDS STAGGERED A MINIMUM OF 2. INTERIOR NON—LOAD BEARING FIRE WALL CONSTRUCTION 12". HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN BUILDING #7A--12812 SF SHALL BE IN ACCORDANCE WITH UL DESIGN NO. U419. ADJACENT LAYERS STAGGERED A MINIMUM OF 12 INCHES. WHEN USED IN WIDTHS OTHER THAN 48 INCHES, GYPSUM PANELS TO BE INSTALLED HORIZONTALLY. USE EXTERIOR RATED GYP 6. ATTACH BASE LAYER OF SHEETROCK TO METAL STUDS WITH 1" TYPE LV z BOARD ON EXTERIOR SIDE. S SCREWS AT 16" O.C. Q 7. ATTACH FACE LAYER OF SHEETROCK WITH 1-5/8" TYPE S SCREWS Q J AT 16" O.0 WITH SCREWS OFFSET 8" FROM FIRST LAYER. Q 10. 2" MINERAL WOOL INSULATION BATT, FRICTION FITTED BETWEEN STUDS 0 � AND RUNNERS. I— LLI 11. APPLY VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND IN 0 TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYER. PAPER TAPE, J NOMINAL 2" WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL J J JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY LLI Q BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. U) O LLJ U) 00 W Z W N LL J U) Wa C) o LL LLI z = J CV Y N U) N LIJ } � a = a Uj CITY APPROVED PLANS 0 Reviewed for Code Compliance O PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS TF19-002 DESIGN.DWG SHEET 4 age 5 of 56 UiNi W FS AL F.3804.06 1-_' J 410.25' 1 10.25' 10' 11.12'1 11.25'1 11.25' 1 11.25'1 11.25'1 11.25' 1 11.25' 11.25' 12' i 12' 12'i 12' 12' 1 12' 1 12' 12' 1 12' 1 12' 1 11.33' 11.33' 1 11.33' 1 11.33' 11.33' 11.33' 11.33'1 11.33'1 11.33' 11.33' 11.33'1 11.33' 11.33' 11.33' 11.5' ,z i N TRUCTION JOINT(TYP) F.F. 804.5 iJ0 SLOPE B I L I N 2 RADE BREAK SLOE 1.0%�`��OONSTRUCTION JOINT(TYP) f p-I 3 mr�2/�//�o F.380 .06 0 GRADE BREAK p F.380 .51 F.F.3802. --- - - 9 e of \0 S OPE 0.50/ 5 38 X 1 3- - -I 0 10 20 40 RADE BREAK/ HORIZONTAL(FT) -I r 2-HOUR FIRE WALL 380' -�- -�- HORIZ.DATUM:NAD 83 I_C W (17 iNi VERT.DATUM:NAVD 88 FIRE WALLS _ .a v iQi iQiNi 1 2 I OJ Z X. 320.25' N U) 12.12' 12' 12' 12' 12' 12' 12' 11' 11' 11' 11' 11' 11' 11.33' 11.33' 11.33' 11.33' 11.33' 11.33' 11.33'1 11.33' 11.33' 11.3T 11.33' 11.33' 11.33' 11.33' 11.5' Z ° -- ----- -------- ------------------ -- °-- -- ---------- -- J f` t I �, I -� - - N X `D2 j GRADE BREAK BADE BREAK/ ONSTRUCTI101P) rl i 2 j ------ _ 2-HOUR FIRE WALL --_QM ° B-1F.38C4.14 F.38�4.52 F.3802.43 2 I -SLOPE0.50% SLOPE0.50% -I Fi13804.h3 BUILDING �ASLOPE1.0/-- 4 X 20 X 13-0 -- -- --- II 2HR WALL 0 i 30.25' ----- -- -- -- --- w -- -- ---------- -- INN 2 HOUR FIRE WALL > I I o l l Q,iNI w iQi Ni l 1 � M320.25' I----I Iy 11.71' 11.67' 11.67, 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 11.67' 13.5' 13.5' 13.12' w -------- -- -- -- -- -- -- --------- -- -- -- -- -- -- --------- -- -- a ONSTRUCTION JOINT(TYP) -- --- -- -- '�� -p �I SLOPEO. I � BUILDING 6A - ---T--I-T-7-T- - 3802. - -- -2- o 1_�J� m 0 o L F.3863.92 L_ I_ --_I�50% - o -- --1- 30 X 320 X 13-0 - 1 _GRADEiBREAK/2-HOUR FIRE WALL SLOPE 1.0/ F.3802.12 _ o C o J � U L p � E G1 N I^ ail Nli QiNi � .0 400.25' i Q I I 11 A T 11.76 11.75' 11.75' 11.75' 11.75' 11.75' 11.75' 11.76 11.76 11.75' 11.75' 11.75' 11.75' 11.75' 11.76 11.76 11.75' 11.75' 11.75' 11.75' 11.75' 11.75' 1175'i 11.76 11.75' 11.75' 11.75' 11.75' 12' 12' 12' 12' 12.12' Lu F.3 01.42 -�-�� - --- -- - L30S�52 is GRADE.BREAKI 8 ONSTRUCTION JOINT(TYP) U I L D I N GrJ .3802 --- - - - - --- --- --- F.380 .32 SLOPE 0.50% 20 4 0 13 0 2 HOUR FIRE WALL SLOPE 1.0% - 2 HOUR FIRE WALL DRAWN BY: RLH 0 ------ -- -- --� DESIGNED BY: RLH QUALITY CHECK: CB I--i--I DATE: 4/17/2019 NOTE:SEE SITE GRADING PLANS FOR FINISH FLOOR ELEVATIONS AND DRIVEWAY SLOPE jUiNj F EB NO. FOOTING AND FOUNDATION PLAN 4"STEEL STUD DOOR EDGE TAPER w FIBER MESH FIBER MESH DRIVEWAY 18 CONCRETE _ FINISH GRADE L CONCRETE SLOPE VARIES • .• ' "v .•. - 0 z z •. N z J LU 4"OF 3/4"CRUSHED > N •• 4"OF 3.4"CRUSHED J Z AGGREGATE OR EXISTING � ,. AGGREGATE OR NATIVE W O #4 HOR.(TYP.)-/ SOIL COMPACTED TO 95% #4 HOR.(TYP.) 16 SOIL COMPACTED TO 95% (n 0 � = Q Q NOTE:1.PROVIDE A MINIMUM OF 3"SEPARATION BETWEEN REBAR AND SOIL WITHIN FOOTING NOTE:1.PROVIDE A MINIMUM OF 3"SEPARATION BETWEEN REBAR AND SOIL WITHIN FOOTING Q G C 2.FOOTING AND SLAB TO BE A MONOLITHIC POUR. 2.FOOTING AND SLAB TO BE A MONOLITHIC POUR. 0 z J n FOOTING/SLAB AT OVERHEAD DOOR FOOTING/SLAB AT EXTERIOR WALL LL 2 j NOT TO SCALE: 2 NOT TO SCALE: LL L 0 W z z 6"STEEL STUD Q DOOR EDGE TAPER Y C7 FIBER MESH z - FIBER MESH CONCRETE DRIVEWAY 18 CONCRETE _ ASPHALT r W O SLOPE VARIES . -"v .•• •,. �� O • 4"OF 3/4"CRUSHED N • 24" 4"OF 3/4"CRUSHED • AGGREGATE OR EXISTING • .. AGGREGATE OR NATIVE CITY APPROVED PLANS Y #4 HOR.(TYP.) 1s° SOIL COMPACTED TO 95% #4 HOR.(TYP.) 16 SOIL COMPACTED TO 95% Reviewed for code Compliance Cl) PLANS MUST BE ON JOB SITE NOTE:1.PROVIDE A MINIMUM OF 3"SEPARATION BETWEEN REBAR AND SOIL WITHIN FOOTING NOTE:1.PROVIDE A MINIMUM OF 3"SEPARATION BETWEEN REBAR AND SOIL WITHIN FOOTING 2.FOOTING AND SLAB TO BE A MONOLITHIC POUR. 2.FOOTING AND SLAB TO BE A MONOLITHIC POUR. FOR ALL INSPECTIONS n FOOTING/SLAB AT OVERHEAD DOOR ( l FOOTING/SLAB AT EXTERIOR WALL 2J NOT TO SCALE: 2 NOT TO SCALE: TF16.002 FouND.Dw l SHEET 5 Page 6 of 56 L G\ GENERAL STRUCTURAL NOTES&SPECIFICATIONS CYLINDER TESTS PER ASTM C39. A. PLACEMENT OF ALL REINFORCING STEEL WITHIN CONCRETE STRUCTURES SHALL BE IN CONFORMANCE q 'F 9F ° c> D. EVALUATION AND ACCEPTANCE OF CONCRETE. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH THE WITH ACI 318/350 CHAPTER 7. L. HAP�� 1. GENERAL. REQUIREMENTS OF ACI 318/350 SECTION 5.6. B. REINFORCING STEEL HOOKS,BENDS,TIES,SPLICES AND OTHER REINFORCEMENT DETAILS SHALL BE IN E. MIXING&PLACING CONCRETE. CONCRETE SHALL BE PREPARED,MIXED,PLACED AND CONSOLIDATED IN ACCORDANCE WITH ACI 315;DETAILS AND DETAILING OF CONCRETE REINFORCEMENT. A. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION DETAILS AND METHODS ACCORDANCE WITH ACI 318/350 SECTIONS 5.7 THROUGH 5.10 AND AS FOLLOWS: C. SPACING LIMITS FOR REINFORCEMENT SHALL BE IN CONFORMANCE WITH ACI 3181350 SECTION 7.6. FOR THIS CONCRETE FOUNDATION. CONNECTION DETAILS ARE SHOWN ON THE BUILDING PLANS. i ACI 304;GUIDE FOR MEASURING,MIXING,TRANSPORTING,AND PLACING CONCRETE. D. CONCRETE PROTECTION FOR REINFORCEMENT. UNLESS NOTED ELSEWHERE ON THE DRAWINGS,ALL ii ACI 309;GUIDE FOR CONSOLIDATION OF CONCRETE. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER: Z 2. CONTRACTOR RESPONSIBILITY FOR COORDINATION F. CONCRETE CURING. CONCRETE SHALL BE MAINTAINED ABOVE 50-DEGREES F AND IN A MOIST CONDITION i FOR NON-LIQUID CONTAINING CONCRETE STRUCTURES;PER ACI 318 SECTION 7.7: ° co FOR AT LEAST 7 DAYS AFTER PLACEMENT,EXCEPT WHEN CURED IN ACCORDANCE WITH ACI 318 SECTION (a)CONCRETE CAST AGAINST EARTH: 3.00 INCH w A. IT IS THE CONTRACTORS PRIME RESPONSIBILITY TO COORDINATE THE WORK SHOWN ON ALL OF THE 5.11.3. (b)CONCRETE EXPOSED TO EARTH OR WEATHER; of PROJECT DRAWINGS,GENERAL,SPECIAL AND TECHNICAL SPECIFICATIONS. i CURING OF CONCRETE SHALL BE PER THE RECOMMENDATIONS GIVEN IN ACI 308;GUIDE TO CURING • NO.5 OR SMALLER BARS: 1.50-INCH B. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING CONSTRUCTION MATERIAL TYPES CONCRETE. • NO.6 OR LARGER BARS: 2.00-INCH DIMENSIONS,ELEVATIONS AND CONDITIONS. G. COLD WEATHER REQUIREMENTS.ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE (a)CONCRETE NOT EXPOSED TO EARTH OR WEATHER; C. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS AND IN THE MATERIALS AND PROTECTING CONCRETE DURING FREEZING OR NEAR-FREEZING WEATHER. THE • NO.11 OR SMALLER BARS: 0.75-INCH FIELD PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION,ANY DISCREPANCY SHALL BE RECOMMENDED PROCEDURES LISTED IN ACI 306;COLD WEATHER CONCRETING SHALL BE FOLLOWED. • NO.14 OR LARGER BARS: 1.50-INCH w IMMEDIATELY REPORTED TO THE ENGINEER. i COLD WEATHER IS DEFINED AS A PERIOD WHEN,FOR MORE THAN 3 CONSECUTIVE DAYS,THE (a)BEAMS AND COLUMNS; o D. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CAREFULLY STUDY AND COORDINATE THE CONSTRUCTION FOLLOWING CONDITIONS EXIST: • PRIMARY REINFORCEMENT,TIES,STIRRUPS OR SPIRALS: 1.50-INCH REQUIREMENTS SHOWN ON THE STRUCTURAL DRAWINGS.. (a)THE AVERAGE DAILY AIR TEMPERATURE IS LESS THAN 40-DEGREES F AND E. CONCRETE BLOCKS OR PLASTIC-COATED BAR CHAIRS SHALL BE PROVIDED FOR SUPPORT OF ALL SLAB w (b)THE AIR TEMPERATURE IS NOT GREATER THAN 50-DEGREES F FOR MORE THAN ONE-HALF OF ANY REINFORCING STEEL,SUFFICIENT IN NUMBER TO PREVENT SETTLEMENT OR SAGGING,BUT IN NO CASE o' 3. CODES. 24-HOUR PERIOD. SHALL SUCH SUPPORT BE CONTINUOUS. METAL CLIPS OR SUPPORTS SHALL NOT BE PLACED IN CONTACT H. HOT WEATHER REQUIREMENTS. DURING HOT WEATHER,PROPER ATTENTION SHALL BE GIVEN TO WITH THE FORMS OR THE SUB-GRADE. �o A. INTERNATIONAL BUILDING CODE,IBC 2015 EDITION. INGREDIENTS,PRODUCTION METHODS,HANDLING,PLACING,PROTECTION,AND CURING TO PREVENT F. DOWELS AND ANCHOR BOLTS SHALL BE WIRED OR OTHERWISE HELD IN CORRECT POSITION PRIOR TO B. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,ASCE 7;CURRENT EDITION. EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT COULD IMPAIR REQUIRED PLACING CONCRETE. CARE SHALL BE TAKEN TO INSURE THAT DOWELS AND ANCHOR BOLTS REMAIN PLUM C. AMERICAN CONCRETE INSTITUTE,ACI 318,BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE; STRENGTH OR SERVICEABILITY OF THE MEMBER OR STRUCTURE.THE RECOMMENDED PROCEDURES AFTER CONCRETE IS POURED AND VIBRATED. IN NO CASE SHALL DOWELS OR ANCHOR BOLTS BE STABBED CURRENT EDITION. LISTED IN ACI 305;HOT WEATHER CONCRETING SHALL BE FOLLOWED. INTO FRESHLY POURED CONCRETE! D. AMERICAN CONCRETE INSTITUTE,ACI 301,SPECIFICATIONS FOR STRUCTURAL CONCRETE.. i HOT WEATHER IS ANY COMBINATION OF THE FOLLOWING CONDITIONS THAT TENDS TO IMPAIR THE G. PROVIDE DOWELS IN FOOTINGS AND AT CONSTRUCTION JOINTS TO MATCH VERTICAL REINFORCING BAR QUALITY OF FRESHLY MIXED OR HARDENED CONCRETE BY ACCELERATING THE RATE OF MOISTURE SIZE AND SPACING,UNLESS OTHERWISE NOTED ON THE DRAWINGS. _ E E 4.DEFERRED SUBMITTALS. THE FOLLOWING ITEMS TO BE DESIGNED BY OTHERS ARE CONSIDERED"DEFERRED LOSS AND RATE OF CEMENT HYDRATION,OR OTHERWISE CAUSING DETRIMENTAL RESULTS: H. COORDINATE PLACEMENT OF DOWELS INTO MASONRY OR BRICK WALLS WITH THE MASONRY SHOP L m SUBMITTALS". DEFERRED SUBMITTALS SHALL BE ACCOMPANIED BY DESIGN DRAWINGS,SHOP DRAWINGS AND (a)HIGH AMBIENT TEMPERATURE. DRAWINGS. G1 � STRUCTURAL CALCULATIONS,STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER CURRENTLY REGISTERED (b)HIGH CONCRETE TEMPERATURE. I. WHERE DRILLED IN ANCHORS ARE TO BE POST-INSTALLED INTO CONCRETE SURFACES TAKE CARE TO = IN THE STATE OF IDAHO. (c)LOW RELATIVE HUMIDITY. LOCATE REINFORCING STEEL SO THAT IT WILL NOT INTERFERE WITH THE DRILLING OPERATIONS. MOVE = t (d)WIND SPEED. BARS PLUS OR MINUS 1 TO 2 INCHES IN ORDER TO AVOID DRILLING CONFLICTS. LLI A. METAL FRAMED BUILDING PLANS. (e)SOLAR RADIATION. J. ALL BAR BENDS,HOOKS,SPLICES AND OTHER REINFORCING STEEL DETAILS SHALL CONFORM TO THE REQUIREMENTS OF ACI 315. 5. DESIGN CRITERIA. 8. FORMWORK. K. UNLESS OTHERWISE NOTED ON THE PLANS ALL BARS SHALL BE SPLICED WITH A MINIMUM CLASS A LAP SPLICE;LAP SPLICES OF DEFORMED BARS AND DEFORMED WIRE IN TENSION ZONES SHALL BE CLASS B DRAWN BY: RLH A. OCCUPANCY OR USE;IBC TABLE 1607.1: STORAGE WAREHOUSE-LIGHT A. FORMS SHALL RESULT IN A FINAL STRUCTURE THAT CONFORMS TO SHAPES,LINES,AND DIMENSIONS OF SPLICES. DESIGNED BY: RLH B. LIVE LOADS: THE MEMBERS AS REQUIRED BY THE DESIGN DRAWINGS AND SPECIFICATIONS. L. AT ALL CORNERS AND WALL INTERSECTIONS PROVIDE BENT BARS TO MATCH THE HORIZONTAL QUALITY CHECK: CB i MINIMUM ROOF LIVE LOAD: 25.2 PSF(SNOW) i DESIGN OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI 318/350 SECTION 6.1. REINFORCING STEEL AND IN ACCORDANCE WITH THE TYPICAL CORNER REINFORCING DETAILS. DATE: 912512019 ii GROUND SNOW LOAD,PG: 30 PSI O.N B J ii FORMWORK SHALL BE IN ACCORDANCE WITH ACI 347;GUIDE TO FORMWORK FOR CONCRETE. M.CHAMFER ALL EXPOSED CORNERS AND FILLET ENTRANT ANGLES 3/4"UNLESS OTHERWISE NOTED ON THE JOB NO. C. DEAD LOADS: B. TOLERANCES FOR FINISHED CONCRETE SURFACES SHALL MEET THE FOLLOWING REQUIREMENTS,CLASS DRAWINGS. i ROOF DEAD LOAD: 20 PSF OF SURFACE IS PER TABLE 3.4: D. WIND: i FOOTINGS: CLASS C 10. CONCRETE FINISHING. ALL CONCRETE SURFACES SHALL BE FINISHED IN ACCORDANCE WITH ACI 301. i BASIC WIND SPEED: 115 MPH ii FOUNDATION WALLS: CLASS B ii SITE EXPOSURE: C III ABOVE GRADE CONCRETE NOT VISIBLE TO SIGHT: CLASS B A. FORMED CONCRETE SURFACES. AFTER REMOVAL OF FORMS,GIVE EACH FORMED SURFACE ONE OR MORE E. SEISMIC: iv ABOVE-GRADE CONCRETE VISIBLE TO SIGHT: CLASS A OF THE FOLLOWING FINISHES: i 0.34/ZONE B C. REMOVAL OF FORMS. i NON-LIQUID RETAINING CONCRETE STRUCTURES: LLJ i CONCRETE FORMS SHALL NOT BE REMOVED UNTIL THE RETAINED CONCRETE HAS REACHED THE (a)CONCRETE FOOTINGS AND FOUNDATIONS NOT EXPOSED TO VIEW. PROVIDE AN AS-CAST FINISH PER C7 6. FOUNDATIONS. FOLLOWING MINIMUM PERCENTAGE OF THE REQUIRED 28 DAY COMPRESSIVE STRENGTH: SECTION 5.3.3.3A. Q (a)FOOTINGS AND BASE SLABS ON GRADE: 50%OF F'C. (b)FOUNDATION WALL AND OTHER SURFACES BELOW GRADE AND NOT EXPOSED TO VIEW. PROVIDE A N A. ALL FOOTINGS TO BE PLACED ON FIRM UNDISTURBED,INORGANIC MATERIAL. PROOF ROLL SUB-GRADE (b)FOUNDATION WALLS AND COLUMNS: 67%OF F'C. ROUGH-FORM FINISH PER SECTION 5.3.3.3.A. O W PRIOR TO PLACING CONCRETE WHERE THE MATERIAL HAS BEEN DISTURBED BY THE EXCAVATING (c)ELEVATED STRUCTURAL SLABS,BEAMS AND JOISTS: 95%F'C. (c)INTERIOR,EXTERIOR AND TOP SURFACES EXPOSED TO VIEW TO 6-INCHES BELOW GRADE. PROVIDE I-_ EQUIPMENT. ii WHERE CONCRETE CYLINDER TESTS ARE NOT AVAILABLE FOR STRENGTH VERIFICATION THE A SMOOTH-FORM FINISH PER SECTION 5.3.3.3.B. N O B. ALL PIERS AND FOOTINGS OUTSIDE OR AT THE PERIMETER OF THE STRUCTURE,OR IN OTHER UNHEATED FOLLOWING GUIDE MAY BE USED WHEN PERMITTED BY THE PROJECT ENGINEER: B. UNFORMED CONCRETE SURFACES. UNFORMED CONCRETE SURFACES INCLUDING THE TOP SURFACE OF J Z AREAS SHALL BE SET TO A DEPTH OF AT LEAST 24"BELOW FINISH GRADE,UNLESS OTHER WISE NOTED ON (a)FOOTINGS AND BASE SLABS ON GRADE: 12 HOURS. ALL CONCRETE ROOF AND FLOOR SLABS SHALL BE FINISHED IN ACCORDANCE WITH ACI 301 SECTION 5.3.4 LL I Z THE PLANS. (b)FOUNDATION WALLS AND COLUMNS: 24 HOURS. AND ACI 302 CHAPTER 8. (n O O C. ALLOWABLE BEARING PRESSURE FOR ALL FOOTINGS CIA=1,500 PSF(ASSUMED) (c)ELEVATED STRUCTURAL SLABS,BEAMS AND JOISTS: (a)INTERIOR OFFICES,LABORATORY SPACES AND OTHER AREAS RECEIVING ONLY LIGHT FOOT TRAFFIC D. LOCAL AREAS OF SOFT AND/OR UNACCEPTABLE MATERIAL ENCOUNTERED AT BOTTOM OF FOOTING • SPANS UNDER 10-FEET:4 DAYS SHALL RECEIVE A TROWELED FINISH PER SECTION 5.3.4.2C. Q Q Q ELEVATIONS INDICATED ON THE PLANS MUST BE OVER-EXCAVATED AND BROUGHT UP TO DESIGN GRADE • SPANS BETWEEN 10-FEET AND 15-FEET.: 7 DAYS. (b)INTERIOR GARAGE,INDUSTRIAL OR WORK AREAS SUBJECT TO EQUIPMENT OR TRAFFIC LOADS SHALL 0 2 WITH COMPACTED"STRUCTURAL FILL"OR"LEAN CONCRETE FILL". • SPANS BETWEEN 15-FEET AND 20-FEET: 10 DAYS RECEIVE A BROOM FINISH PER SECTION 5.3.4.2.D. Z E. ALL STRUCTURAL FILL AND/OR BACKFILL SHALL BE GRANULAR,FREE DRAINING,MATERIAL;UNIFIED SOILS • SPANS GREATER THAN 20-FEET: BY CYLINDER STRENGTH VERIFICATION ONLY. C. SAWED CONTRACTION JOINTS. CONFORM TO ACI 301 SECTION 5.3.5. } J D CLASSIFICATION GW,GP,GM OR SW;MAXIMUM AGGREGATE SIZE OF 3-IN.AND NO MORE THAN 7%PASSING E. EMBEDMENTS IN CONCRETE. Q A NUMBER 200 SIEVE. MATERIAL SHALL BE PLACED IN LIFTS NO GREATER THAN 6-IN.IN DEPTH AND LL i CONDUITS,PIPES,AND SLEEVES OF ANY MATERIAL NOT HARMFUL TO CONCRETE AND WITHIN 11. CONCRETE FLOORS AND SLABS. LL COMPACTED TO 95%OF MAXIMUM DENSITY AS DETERMINED PER ASTM D1557. LIMITATIONS OF ACI 318/350 SECTION 6.3 SHALL BE PERMITTED TO BE EMBEDDED IN CONCRETE WITH W Z o APPROVAL OF THE PROJECT ENGINEER,PROVIDED THEY ARE NOT CONSIDERED TO REPLACE A. CONCRETE FLOORS AND SLABS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 302;CONCRETE FLOOR m Z 7. CONCRETE QUALITY AND DETAILS. STRUCTURALLY THE DISPLACED CONCRETE,EXCEPT AS PROVIDED IN SECTION 6.3.6. AND SLAB CONSTRUCTION. f Q ii CONDUITS AND PIPES OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE B. PLACING,CONSOLIDATING,AND FINISHING. FOLLOW THE RECOMMENDATIONS GIVEN IN CHAPTER 8. Y Ur A. GENERAL. CONCRETE SHALL BE PROPORTIONED TO PROVIDE AN AVERAGE COMPRESSIVE STRENGTH,FC, UNLESS EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION OR Z of 3,000 PSI AS PRESCRIBED IN ACI 318/350 SECTION 5.3.2 AND SHALL SATISFY THE DURABILITY CRITERIA OF ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL. ACI 318/350 CHAPTER 4. F. CONSTRUCTION JOINTS. w ~ B. CONCRETE PROPORTIONS. i CONSTRUCTION JOINTS SHALL ONLY BE PLACED WHERE INDICATED ON THE PROJECT DRAWINGS DRAB O O i CONCRETE MIX PROPORTIONING SHALL BE IN ACCORDANCE WITH ACI 211.1;STANDARD PRACTICE FOR APPROVED BY THE PROJECT ENGINEER. _ SELECTING PROPORTIONS FOR NORMAL,HEAVYWEIGHT,AND MASS CONCRETE. ii CONSTRUCTION JOINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 318/350 SECTION 6.4 LL ii CONCRETE MIX PROPORTIONING FOR LIGHTWEIGHT CONCRETE SHALL BE IN ACCORDANCE WITH ACI >_ 211.2;STANDARD PRACTICE FOR SELECTING PROPORTIONS FOR LIGHTWEIGHT CONCRETE. 9. DETAILS OF REINFORCEMENT. CITY APPROVED PLANS � C. CONCRETE MIX VERIFICATION: CONCRETE MIX DESIGNS SHALL BE VERIFIED BY STANDARD 28-DAY Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS TF M02 FOUND.DWG SHEET 6 Page 7 of 56 AL F 2 F.3804.06 NO SLOPE BUILDING 1 0 Ln w r a 0 w o_ BUILDING 1INA [OUP RPM POP RPM FIEEHIIE]Fl= SLOPE 0.50% NO SLOPE F.3804.51 SLOPE 1.0%— F.3804.06 .F.3804.51 F.F.FF3802.8 BUILDING 2 d m AC L W DRAWN BY: RLH DESIGNED BY: RLH QUALITY CHECK: CB DATE: 1 2/212 01 9 JOB NO, FIELDBOOK SLOPE 0.50% WF3813.52 SLOPE 0.50%� o SLOPE 1.0% .F.3803.32 BUILDING 5 F.36o2.02 F.F.3801.42 W Q 0 N J Cl) W Z Np O 2 Q Q > I MRW LU rn J J F.3803.92 SLOPE 0.50% SLOPE 1.0%� J J W BUILDING 6A F.F.3802.52J .F.3802.12 LL (, W z Z � � 0 N m Lu O Y N SLOPE 0.50% SLOPE 0.50% F.3804.14 F.3804.52 F.3804.13 SLOPE 1.0% — F.F.3802.43 BUILDING 7A CITY APPROVED PLANS Reviewed for Code Compliance TF19-002 FOUND.DW PLANS MUST BE ON JOB SITE SHEET 7 FOR ALL INSPECTIONS age 8 of 56 Double Stud Metal Sales LLC 6529 N Hydraulic Wichita, KS 67219 11/13/19 Revised RE: Taylor Smith Twin Falls,ID 83301 Subject: Job# 19-2873-SDE Bldg.1 30'x 95'x 14'-0"LS 2,850 Square Feet Bldg.2 15'x 380'x 13'-0"LS 5,700 Square Feet Bldg.5 20'x 400'x 13'-0"LS 8,000 Square Feet Bldg.6A 35'x 320'x 13'-0" 11,200 Square Feet Bldg.7A 40'x 320'x 13'-0" 12,800 Square Feet This letter is to certify the above referenced building will be designed in accordance with the applicable sections of the American Institute of Steel Construction(AISC)and the American Iron and Steel Institute(AISI)design procedures and good engineering practices for the following loads. Design Loads: Building Code: IBC 2015,Chapter 16 Risk Category 11 Use and Occupancy Classification S-1 Storage Construction Classification 11-B Dead Load: Metal Building Structure Only Live Load: 20 psf (Reduced) Roof Snow: 25.2 psf Ce= 1.00 Ct= 1.20 Is= 1.00 Unheated Collateral Load: 0.5 psf Wind Speed: 115 mph (ultimate wind speed) Exp= C Porosity condition of building I is: Enclosed Porosity condition of building 2 is: Enclosed Porosity condition of building 5 is: Enclosed Porosity condition of building 6A is: Enclosed Porusit) condition uC building 7A is: Lncluscd Seismic Data Design Category B Seismic Importance Factor: 1.00 Spectural Response Coefficients: Ss= 0.214 S 1= 0.081 Sds= 0.228 Shc= 0.130 Site Class(assumed): D Basic Seismic Force Resistine System: Laterallv= Light Frame Wall w/Shear Panels R= 6.50 Longitudinally= Light Frame Wall w/Shear Panels R= 6.50 Analysis Procedure: Simplified Analysis Procedure The buyer is responsible for ensuring all specified loads are in compliance with local regulatory authorities.This letter of certification applies solely to the steel building system and its component parts and especially excludes any foundation,masonry,general contract work,or pans supplied by anyone other than Double Stud Metal Sales LLC Ruilding is to he erected in accordance with'TOR CONISTRI ICTION"erection drax ines scaled by J.Walter I.C%6q.PI'. The undersigned is the metal building engineer and not the engineer of record for the overall project. �� PROFFs Re�pectfullySubmitted, \�,`�, CITY APPROVED PLANS r11J. Reviewedfor Code Compliance alter Lewis ��A PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS CIF ky��`" ' Page 9 of 56 �w �_ < STRUCTURAL NOTES JOBSITE FIELD CONDITIONS NOTES: INSTALLATION NOTES: DRAWING INDEX Q 1 LEAD SHEET, GENERAL NOTES, SCHEDULES, KEY PLAN � BUILDER/CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT PLANS AND SPECIFICATIONS COMPLY WITH BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR ANY LOADS TO STRUCTURE NOT INDICATED FIELD CUTTING OF STRUCTURAL, SHEETING AND TRIMS FOR SPLICE AND FINAL FITTING OF COMPONENTS 00 APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. AT THE TIME OF PURCHASE.ANY ALTERATIONS TO THE STRUCTURAL SYSTEM, REMOVAL OF ANY IS REQUIRED. 2 KEY PLAN COMPONENT PARTS OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE 3 SLAB PLAN METAL BUILDING STRUCTURE DESIGNED PER THE FOLLOWING LOADING: UNDER THE DIRECTION OF REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. ALL ROOF PANEL LAPS SHALL BE SEALED WITH 3/8"(MINIMUM)WIDTH MASTIC TAPE AS PROVIDED FOR d 4 ELEVATIONS PROJECT.ALL SHEET PROFILE FOAM CLOSURES AT EAVE, WALL AND RIDGE CONDITIONS AS PROVIDED U in CODE: IBC 2015 ALL CONCRETE AND MASONRY CONSTRUCTION MUST BE FLAT, LEVEL AND SQUARE PER THE SLAB PLAN FOR PROJECT MUST BE INSTALLED AS SHOWN HEREIN. 5 FLOOR PLAN WIND: 115 MPH EXPOSURE C WINDLOAD DIMENSIONS HEREIN. 6 FRAMING PLAN ROOF LOAD: 20 PSF ROOF LIVE LOAD WALL PANELS AND WALL TRIMS,AT INTERIOR AND EXTERIOR,ARE TO BE SET WITH 1/4"CLEARANCE 7 PARTITION PLAN SEISMIC: 0.34/ZONE B ALL JOBSITE DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BEFORE ERECTION OF BUILDING ABOVE CONCRETE SURFACES AND AT ANY LOCATIONS WHICH MAY BE SUBJECTED TO CONTACT WITH GROUND SNOW LOAD: 30.0 PSF(MAX) GROUND SNOW LOAD STRUCTURE. STANDING WATER. 8 ROOF PLAN Z 0 ROOF SNOW LOAD: 25.2 PSF(MAX) ROOF SNOW LOAD 9 DETAILS 0 ALL OMISSIONS, CONFLICTS AND DISCREPANCIES SHALL BE REPORTED TO THE BUILDING MANUFACTURER LAP ALL FLASHINGS 2"MINIMUM AND SEAL AS REQUIRED FOR WATER TIGHTNESS 10 DETAILS � � DESIGN LOADS DESIGNATED WITHIN CONTRACT AND DRAWINGS DO NOT ALLOW FOR ANY TYPE OF BEFORE PROCEEDING WITH PROJECT WORK. SUSPENDED SYSTEM (E.G. LIGHTS, INSULATION, DUCT WORK, PIPING, FTC.) SUSPENSION OF ANY LOAD ALLOW 1/4"TOLERANCE AT EACH END FOR PURLINS, HEADERS AND GIRTS. 11 DETAILS 0 ALL TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK, CRIBBING,WINDBRACES OR OTHER 0) INDUCING SYSTEM IS EXPLICITLY PROHIBITED UNLESS A CORRESPONDING REDUCTION IN CERTIFIED ELEMENTS REQUIRED FOR THE BUILDING ERECTION ARE TO BE DETERMINED BY AND SUPPLIED BY 12 DETAILS D_ LIVE/SNOW LOADS CAN BE PERMITTED BY CODE. BUILDER/CONTRACTOR. 13 DETAILS F DESIGN AND SPECIFICATION OF BASE STEEL TO CONCRETE SLAB ANCHORING IS NOT THE RESPONSIBILITY BUILDING MANUFACTURER HAS MADE A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS 14 DETAILS ZZ H OF THE BUILDING MANUFACTURER. THAT CAN BE SAFELY ERECTED.JOB SITE SAFETY INSTRUCTION,SAFETY EQUIPMENT AND CONDITIONS ARE U Z B THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. D_ BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR CONCRETE SLAB FOUNDATION DESIGN, d THICKNESS, MATERIALS,SITE SOIL CONDITIONS OR OTHER CONCRETE/MASONRY CONSTRUCTION. ALL COMPONENTS SHIPPED SHALL BE THOROUGHLY INSPECTED AND ACCOUNTED FOR AT THE TIME OF ALL STRUCTURAL CONNECTIONS ARE TO BE MADE PER FASTENING DETAILS PRESENTED HEREIN,ALL DELIVERY.ALL MATERIAL SHORTAGES OR DEFECTS MUST BE REPORTED WITHIN FIVE (5) WORKING DAYS OF MATERIAL DELIVERY TO THE BUILDING MANUFACTURER. STEEL FRAMING AND SHEETING MATERIALS MUST BE INSTALLED TO VERTICAL PLUMB AND HORIZONTALLY LEVEL. ID DIAPHRAGM ACTION OF THE METAL PANELS AT INTERIOR PARTITION WALLS IS UTILIZED FOR THE STABILITY z N of r y i THE BUILDING MANUFACTURER AND THE PROFESSIONAL ENGINEER SEALING THESE DRAWINGS ARE NOT OF THIS BUILDING. ANY MODIFICATION OR UNAUTHORIZED CUTTING OF INTERIOR PARTITION PANELS IS Q -z a a o THE PROFESSIONAL ENGINEER OF RECORD FOR THE ENTIRE PROJECT.THE PROFESSIONAL ENGINEER'S EXPRESSLY PROHIBITED BY THE BUILDING MANUFACTURER. o o z o z z SEAL PERTAINS ONLY TO THE STRUCTURAL DESIGN OF THE METAL BUILDING SYSTEM. IT DOES NOT APPLY PARTITION PANELS HAVE BEEN SUPPLIED TO REACH ROOF LINE.THE TOP PARTITION PANEL CAN BE x - TO THE FOUNDATION SYSTEM, MASONRY DESIGN OR ANY OTHER ASPECT OF THE PROJECT UNLESS Z g o o s z z o NOTCHED TO MATCH ROOF LINE AND CLEAR PURLIN LEG TO CLOSE IN THE UNIT AS DESIRED. SPECIFICALLY STATED IN THESE DOCUMENTS. o a ¢z o z QUm w0V(0Ua Q w�Omi�O�p� W_ OZZ � w�QZO wO�W - d zr� w' ZQ�t/1�kttCi o a5L'- 9z'3�m Z moz0 c'-zSa, Q 3�oowo 3Q� a �w 1 o0 z 'w�e'z�za w - O �w�wi3w oo w J� F<'o�c' z �o>?m Qoam O O as N CT 200'-0"STEEL DIMENSION m BLDG.2 (20) 10'-0"BAYS O 5 M CD 2 ^^ (sszau)zo'-a' (ssz4,a)zo'-a' (ssz4,a)zo'-a' (sszau)zo'-,' (sszau)zo'-,- (ssza,a)zo'-,- (ssz4,a)zo'-a- (ssz4,a)zo'-r (-41 a)zo'-4- X -z- (cO,a'-r (DE)IT-2" (zOto'-z- (cr),a'-r (cr),a'-r (cr),a'-r (er),o'-z- (er),o'-z- (eO,o'-z- (er),o'-z- (e'),o'-r -r ("),o'-z- -r (e'),o'-r -r / 00 30 zu G U x 0 0 \ Q U (n a:ow)zo• nsw)zo ow)zo' nzs�)zo' s�)zo'-.- g sw)zo'-. nzsc zo'-,• sw):o'-, sue):o'-a• n s�)zo'-,• 0 O 2D PROf�L m ___J LL 200'-0"STEEL DIMENSION S �GINEFJ o BLDG.2 3 i OF 1: x �I TEA tt n 08/29/19 � x O �v��. oats�.cLooEo Fow�of cxreRloR (zn a (sz)a fn (1�)'SIM soRLs I'C ...�oN�E o. �oN J (m oELI �o oAE:�rvo�ooEo Fo Q STANDARD ABBREVIATIONS STRUCTURE ABBREVIATIONS SHEETING ABBREVIATIONS FASTENER ABBREVIATIONS rv�aLunorvGuoEµTRIM.ABBREVIATIONS AFF ABOVE FINISHED FLOOR FBO FURNISHED BY OTHERS OC ON CENTER (BA) - B4216R 4 X 2 X 16GA.ANGLE(5.9) - FLOOR BASE ANGLE (ML) - 29GA. M-LOC WALL PANEL (F1) -1/2"X 2 3/4"CONC. EXPANSION ANCHOR -BASE TO SLAB CONNECTIONS (BTR) - 7/8"ROLL MASTIC (ICB) -INSIDE CORNER BOX LL1 @(0 ED , APPROX APPROXIMATE FDN FOUNDATION OD OUTSIDE DIAMETER 'p M BLDG BUILDING FF FINISHED FLOOR ON OPPOSITE HAND (BC) - U42516Z 4 1/8 X 2 7/8 X 16GA. CHANNEL(9.9) - FLOOR BASE CHANNEL (RL) - 29GA. R-LOC WALL PANEL (F2) -12 X 1 SELF-DRILLING TEK (PLTD) -STRUCTURAL STEEL CONNECTIONS (CLIN) - R PANEL INSIDE FOAM CLOSURE (JA) -DOOR JAMB TRIM J =(0 T M BLK BLOCK FOB FACE OF BLOCK OR BRICK OPP OPPOSITE (C4) - C4216Z 4 X 2 X 16GA.CEE(8.9) - 4"COLUMN (pL) - 29GA. PANEL-LOC WALL PANEL (F3) -12 X 1 SELF-DRILLING TEN (PLTD) -PARTITION SHEETING (CLOUT) - R PANEL OUTSIDE FOAM CLOSURE (JC) -DOOR JAMB COVER TRIM Q O BM BEAM FOS FACE OF STEEL PTN PARTITION (C6) - C62516R 6 X 2 1/2 X i6GA. CEE(11.9) - 6"COLUMN J Z a@.,M N BOT BOTTOM FT FOOT OR FEET PAID RADIUS (RR) - 26GA. PER ROOF PANEL (F4) -12 X 2 SELF-DRILLING TEN (PLTD) -PARTITION ANGLE CONNECTIONS (GEOCEL)- GUTTER SEAL (MC) -DOOR MULLION COVER TRIM t` BLKG BLOCKING FTG FOOTING REF REFERENCE (DH) - C4216Z 4% 2 % i6GA. CEE(8.9) - DOOR HEAD CN L N C/L CENTERLINE GA GAUGE READ REQUIRED (RW) - 26GA. PBR WALL PANEL (F5) -12 X 1 1/4 WASHER TEK (PTD) -EXTERIOR WALL SHEETING (IN) - R PANEL INSIDE CORNER TRIM (OCB) -OUTSIDE CORNER BOX N _- C ii (DJ) - C43516Z 4 X 3 1/2 X i6GA. CEE (11.9) - DOOR JAMB (n0 In CJ CAULK JOINT GALV GALVANIZED REINF REINFORCED (CL) - 2aca.CENTRAL-SSR (F6) -12 X 1 1/4 WASHER ZAC (PTD)(PLTD) -ROOF SHEETING (OU) - R PANEL OUTSIDE CORNER TRIM (PB) -PEAK BOX (0 t TL (EC) - U4216Z 4 t/8 X 2 3/8 X 16GA. CHANNEL(8.9) - EAVE CHANNEL W (L CLG CEILING GC GENERAL CONTRACTOR RO ROUGH OPENING za"RooP PANEL (F7) -12 X 1 1/4 WASHER TEK (PTD) -EXTERIOR TRIM DRILLER COL COLUMN GRND GROUND SECT SECTION (ES) - E64316LZ 4 X 6 X 3 X 16GA. STRUT(13.9) - EAVE STRUT (CM) - DOOR CORNER MULLION TRIM (REND)-RAKE TRIM END CAP J CONC CONCRETE GR GRADE SF SQUARE FOOTAGE (cL-2oo) - ssN FIXED CUP (FS) -12 X 7/8 WASHER TEK (PTD) -EXTERIOR WALL PANEL LAP m CTR CENTER GINS GYPSUM WALL BOARD SIM SIMILAR (FC) - AS MANUFACTURED - FLOOR CLIP (DK) - DOWNSPOUT WITH KICK OUT (RT) -RAKE TRIM DEL DOUBLE HORIZ HORIZONTAL SO SQUARE (G) - C4216Z 4 X 2 % 16GA. CEE(8.9) - GIRT (F9) -12 X 7/8 WASHER ZAC(PTD)(PLTD) -ROOF PANEL LAP O / ( ) - ( - DOWNSPOUT STRAP (SA) -HALL TOP TRIM BET DETAIL HT HEIGHT STD STANDARD (HA) - 84216R 4 X 2 X 16GA.ANGLE(5.9) - HALL TOP ANGLE (ETD) 12 X 78 WASHER TEK EXTERIOR TRIM LAP (EF)F) - EAVE FLASHING (TI) -ROOF TIE IN TRIM Q DIA DIAMETER ID INSIDE DIAMETER STL STEEL (HR) - C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT (F11)-1/8 POP RIVET -EXTERIOR TRIM DWG DRAWING INSUL INSULATION TOB TOP OF BEAM (FRC) - FORMED RIDGE CAP (FIR) -ROOF STEP TRANSITION FLASHING DIM DIMENSION INT INTERIOR TOC TOP OF CONCRETE (JR) - C62516R 6 X 2 1/2 X i6GA. CEE(11.9) - JACK RAFTER (F12)-12 X 1 1/4 WASHER TEK (PTD) -INTERIOR WALL SHEETING (GE) - GUTTER END CAP DR DOOR INFO INFORMATION TOS TOP OF STEEL (M) - C12416Z 12 X 4 X 16GA. CEE (20.9) - MULLION (F13)-12 X 1 1/4 WASHER TEK (PTD) -INTERIOR TRIM DRILLER FA EACH JT JOINT TOW TOP OF WALL (MC) - B4216Z 4 X 2 X 2"LONG 16GA.ANGLE(5.9) - MINI CLIP (F14)-12 X 7/8 WASHER TEK (PTD) -INTERIOR WALL PANEL LAP (GS) - GUTTER HANGER STRAP CITY APPROVED PLANS DWG #19-2873-SDE ET ERECTION TOLERANCE MAX MAXIMUM TS TUBE STEEL (GU) - GUTTER EJ EXPANSION JOINT MIN MINIMUM TYP TYPICAL (P4) - Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE(9.9) - ROOF PURLIN (F15)-12 X 7/8 WASHER TEK (PTD)(PLTD) -INTERIOR TRIM LAP (HC) - DOOR HEAD COVER TRIM EL ELEVATION MISC MISCELLANEOUS HND UNLESS NOTED OTHERWISE (P6) - Z62516Z 2 1/2 X 6 X 2 1/2 X i6GA. ZEE (11.9) - ROOF PURLIN (n7) -,/a"-,4 x,"sos W/WASHER#1(PLTD) - "CL'CLIP/STRUCTBRE CONNEcnoNS Reviewedfor Code Compliance EXIST EXISTING MTL METAL VAR VARIES (BID)- Z102512R 2 1/2 X 10 X 2 1/2 X 12GA. ZEE (15.9) ROOF PURLIN IRS) -,/4--,a x, 1/4"sos ZAC W/w EN r,E(PTD)(PLTD) - 'CC'R00F DRILLER (HE) - DOOR HEAD TRIM E P EXPANSION MNICTI NOT IN CONTRACT VERT VERTICAL S h e e t EXXT EXTERIOR NTS NOT TO SCALE VIF VERIFY IN FIELD (PA) - B4216Z 4 X 2 X 16GA. ANGLE(5.9) - PARTITION ANGLE E19) -,a x 7/8"SDS u W/-HER g4(PTD)(PLrD) -'CC"ROOF- (HI) - HIGH EAVE TRIM PLANS MUST BE ON JOB SITE EIFS EXTERIOR INSULATION NA NOT APPLICABLE WO WITHOUT (RA) - B4216Z 4 X 2 X 16GA. ANGLE(5.9) - RAKE ANGLE E20) -,/a"-,a x, t AND FINISH SYSTEM NO NUMBER WT WEIGHT /a'sos ZAC w/waSNEN r,E(Pro)(PLTD) -"CC"1RIry DRILLER EOS EDGE OF SLAB CA OVERALL (RS) - E64316LR 4 X 6 X 3 X 16GA. STRUT(13.9) - RIDGE STRUT (F21) -14 x 7/8"sos 2Ac W/-ER p4(PTD)(PLro) -"CC"TRIM LAP FOR ALL INSPECTIONS I of 14 Page 10 of 56 �w � Q 00 ain 0 0 U W D [If N H � V) N Z F— O z U — d Z wo � �vwi�ozw�o�o QU1 � w�Omi�O�p� W_ O Z Z � w�Q ZO wO�W — W' p-iN, kttC, o a��,n o�zF3�m Z mOZU�i�ar 30 ~ Q3 1R� , � J Q 3Oo w_ Q a �w H oo wrw Z N F N Z F z a 3 p ,nWw�wi3�oo 210'-0"STEEL DIMENSION ZO ~ m¢ a m U as 180'-0"STEEL DIMENSION 30'-0"STEEL DIMENSION BLDG.2 (18) 10'-0"BAYS 30'-0"BAY C� (ssxx) (ss„o),o'-e• (ss,,,)zo'-a• (ssxzso) �) (sszas/y (as)(c,zgw'-a• _6 6 O � 6 0 00 M r`-) z � U x O s a 0 \ Q (n a, U — _ 0 L� a � 2 I 2 X X h` Lu (m<,.)zo-.' (I 2.,.)2o'-v (ss:.wzo'-<' (ss:.,>)xo'-v (ss A)1-.' (1.—)zo'-.' (s.,.)zo'-.- J �m -z• (s0,o'-z• (s0,o'-z• (s0,o'-z' (e0,a'-z' (e0,a'-z• (e0,a'-z' (c01a'-2' (e0,a'-z• (m,a'-Y (m,a'- (enw-Y (WI-z• (WI-2' (e0,o'-z' (e0,o'-z' Al- M � M w 0 U > y M N 3 j J Z L N LL (sz /R W (D d (sszsso)zo'-a' (sszssn)za'-a' (sszsse)2-a' (sszsw)zo'-a' (sszsw)zo'-a' (sszsw)zo'-a' (--)zo'-r (--)zo'-a' (sszsw)zo'-a- m 1 30'-0"BAY Q 180'-0"STEEL DIMENSION 30'-0"STEEL DIMENSION ❑ BLDG.2 BLDG. 1 210'-0"STEEL DIMENSION FfiOff t, IN q DWG #19-2873—SDE KEY PLAN 3 CITY APPROVED PLANS Sheet t OF Reviewed for Code Compliance �i TES"� PLANS MUST BE ON JOB SITE 08/29/19 2 Of 14 FOR ALL INSPECTIONS Page 11 of 56 �w NQ 00 a- } in 200'-1 1/2"SLAB DIMENSION Q� Z O O H U W � N y DOOR EDGE NOTCOTE H - Z U Z O d j - � WALL EDGE NOTCH 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 � FZFOFw2� 2 (2o��'a 9 t t/z'x t t/2H o Xvwi�oz o�< 1 1/2" WALL EDGE NOTCH F z z p Gj O�p�Zo 200'-1 1/2"SLAB DIMENSION Of ¢ wOV Np - d 1 K ZQa=t/l�ktt� o aw��n o�zF3�ww Z mOZU�i�ar 30 o�v� 2 Q 3�oQwQ�3Q� a �w H oo wrw Z N F N Z F Z a 210'-1 1/2"SLAB DIMENSION O rQ'p�U 179'-10 1/2"SLAB DIMENSION 30'-3"SLAB DIMENSION ZO ~ m¢ a m U as 11 1/2" 1 1/2" - N 22 1 1/2"x t 1/2" 11 WALL EDGE NOTCH CDT) -CD O v ^O^ X I / O 00 03 __________________________ r-,) z U X 0 w 0 \ Q 23 n -6 O z 11 11 LL J LL- E � --------------------------- S O Cfl j 1 1/2"x 11 1/2" 1 1/2"x 1 1/2" DOOR EDGE NOTCH WALL EDGE NOTCH --------------------------- S X Lf --------------------------- O U W J Q 1 1 1/2"x 9 1/2" y DOOR EDGE NOTCH J V O N W I I I I I I I I I I I I I I I I I I � eMr M p O 1 1/2'x i t/z" J Z m M N I I I I I I I I I I I I I I I I I I WALL EDGE NOTCH � �L NI'- LN U Q M C X W (� a ILL-1 2 22 9 m 1 1/z"X i t/2" it ` WALL EDGE NOTCH D /2" Q 210'-1 1/2"SLAB DIMENSION N' PFOF�f .� INEF��4� DWG #19-2873-SDE SLAB PLAN CITY APPROVED PLANS o� 3 s c a l e - 3/32" - 1'-0" Sheet Reviewed for Code Compliance ty, Of� � 41 YEA tt PLANS MUST BE ON JOB SITE 08/29/19 FOR ALL INSPECTIONS 3 Of 1 4 Page 12 of 56 < 205'-0"STEEL DIMENSION 00 205'-0"STEEL DIMENSION BLDG.2 a- . . . . . . . . . . . . . . . On - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - QI ------------ -------------------- -- - - -- - ----------------- - - -- - ----------------- 0 z 0 LI C) L -D u� [If V) Z U) (D F- 205'-0"STEEL DIMENSION I j 175'-0"STEEL DIMENSION 30'-0'.STEEL DIMENSION BLDG.2 BLDG. 1 > > T 2) z-z' 0 < < 3;0 z z-0� AlFRONT ELEVATION 1 3/32"- 1'-0" 0 SEE U as Z, 95'-0"STEEL DIMENSION 3()'-0"STEEL DIMENSION 11'-0"STEEL DIMENSION CDT) 7 7 T T >. . . . . . . . . . . . . . . . . . . . . . . . . . . T 7 rn O i F I- J.1'2 O T 00 00 >< 0 L-C-) F7 —D < 0 A2FRONT ELEVATION ASRIGHT ELEVATION A REAR ELEVATION u U) s c a I e 3/32" - 1'-0" s c a I e - 3/32"- 1'-0" s c a I e 3/32" 1'-0" 0 CD —j LL- 200'-0"STEEL DIMENSION Q-C) 30'-0"STEEL DIMENSION 170'-0"STEEL DIMENSION BLDG. 1 BLDG.2 67 Lf-) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9- I I I I - - - - - - - - - - - - - - - - - - ><- - - --- - - - - - ----------------- - - - - - ----------------- - - - - - ------------------- - - (W) _W WWE DOOR—0--G.2_ ......L_F Lu C'> 210'-0"STEEL DIMENSION Lu 210'-0"STEEL DIMENSION 6 BLDG.2 STEEL DIMENSION -r OF ❑ z C 04 Lr) 0 In 0812 9/1 9 w (L� LL . . . . . . . . . . . . . . ? . . . . . . . . . . . .? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X 0 .? o 'A DWG #19-2873-SDL CITY APPROVED PLANS Sheet A5 REAR ELEVATION A LEFT ELEVATION I e - 3/32"= 1'-0" Reviewed for Code Compliance s 3/32"= 1'-0" 4 of 14 PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Page 13 of 56 �w � Q 00 a_ } 200'-0"STEEL DIMENSION U in 200'-0"STEEL DIMENSION BLDG.2 (20) 10'-0"BAYS Q O 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" U W [If N (w) 3 s , s/a' V) N sIJ ac,slJ ,sJ ,sJ ,sJ ,sJ ,sJ ,sJ ,sJ ,sJ ,ss ,sls ,sls ,sls ,sls ,sls ,sls ,sls ,sls Z U) Z rh� - - 4 - (1)4—_— (rt)9—_-6c) � I I I I I I I I I I I I I I I I I I I Z F 3/1' (eo)29'-„3/a' O Z F OF 2 4 (BC)29'-,�J/a• (ec)29'->>J/a" (ac)za'-ii J/a^ (ec)2a'-ii J/� (ec)xa'-„ 9 �vwi§�z 'z O x �p�a� <m� 2�o in z Z Wp oOEz 200'-0'STEEL DIMENSION } �< p U� Iw/Iw Z BLDG.2 Of Q w�OmF� �oo� o 200'-0'STEEL DIMENSION Ofz w�Q Z �O wO�W - d w' zQa=t/l�ktt� o 'ac� o�zF3�w� Z mOzp�i�ar 30 o�v, Q 3�oQwQ3Q� a �w � o0 z Nz za w - 210'-0"STEEL DIMENSION w w w?¢'p op z ~U��mQoam O 180'-0"STEEL DIMENSION 30'-0"STEEL DIMENSION U a a BLDG.2 BLDG. 1 (18) 10'-0"BAYS 30'-0"BAY rn 24 �) 11 _6 � O el � O 0 00 U " O LLJ 0 \ Q Ana' 3/a• Uo — O m J LL- ( na' 3/a• o cfl iz- 25 24 - 26 X 12 o LC X i W 10'-0' 10'-0' 10'-0' 10-0' 10-0' 10-0' 10-0' 10-0' 10-0' 10-0' 10-0' 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 1 '-o" 10'-0' � Q r 3 _ J Lu (n(h w a J =C o rc ---Trc)�---irc ---Trc)�---Irc) c�c) ---Zrc ---irc) ---73�---irc)�---73�---irc)�---(FC---I j J Z M s (Fc>q—_—(Fc�--_ (Fc)4—_—(Fc�--_ (Fc>4—_—(FC)� —_ (Fc)4—_—(Fc�--_ 6c)4---(Fc) 6c)4—_-6c� (Fc)4--- 6c)4—_— (Fc)4—_-6c) Ia7' O N 2] L LL I I I I I I I I I I I I I I I I I 11 W LL I I I I I I I I I I I I I I I I I J 3/4 m s n � 30'-0"BAY Q Ppge� 180'-0"STEEL DIMENSION 30'-0"STEEL DIMENSION INfto BLDG.2 BLDG. 1 210'-0"STEEL DIMENSION oY 3 DWG #19-2873-SDE FLOOR PLAN CITY APPROVED PLANS rs�ITOF ilt . 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Reviewedfor Code Compliance (1+1 2 (0,+2 qr,�- 2 1-/1" 2 1-/�-f -kI�f=2Vr.l -(.)I�V' z C6 t C, F- PLANS MUST BE ON JOB SITE 04 fn 11�12 0 M ZT Z)-, Z)-, (D�: u- 10 4 c�) w a_ FOR ALL INSPECTIONS 7 ss as as ass 0 Ga as Z�as as ga as as as as as ga ss ga ss as ss as ss 5�ag 7�ss as ss as 7�Ss as s a a a a s 30'-0"BAY PROV, rNr 180'-0"STEEL DIMENSION 30'-0"STEEL DIMENSION dp DWG #19-2873-SDL BLDG.2 BLDG. 1 210'-0"STEEL DIMENSION 1PLEASE SEE PARTTON P(AN 3 OFSheet FRAMING PLAN 08129/19 6 o f 3/32"= 1'-0" Page 15 of 56 < 00 a_ 200'-0"STEEL DIMENSION in 200'-0"STEEL DIMENSION BLDG.2 (20) 10'-0"BAYS 0 z 0 LL, [If U5 W; V) U) F- 4 z Er 3 6 10 (PI)13-1/2 (PI)13-1/2 (Pn),, (Pn),- (Pn),- (Pn)"— (PI)13 6 1/2 1 1 ) I '/� '/� (P�)�','/� '/� 1/� (.)�X-�1/2 (�)JX-61/2 (�)JX-11/2 (PA)13'-6 1/2 (PA)13'-6 1/2 (PA)IN-6 1/2 (PI)IN-11/2 1/2 .131-6 11/2 200'-0"STEEL DIMENSION BLDG.2 200'-0"STEEL DIMENSION w Q w WUa A Cc .2 Cc < 210'-0"STEEL DIMENSION HEM2 180'-0"STEEL DIMENSION 30'-0"STEEL DIMENSION BLDG.2(18) 10'-0"BAYS 30'-0"BAY L C71 -CD rn CD fi 00 9 00 1-4 z U >< 0 LLJ —D < 0 u 0 LL Qz) >< >< Lu .)—iv .)—W c) —i-4 +4 —t-4 t (0 Lu 45 /26 ('n)3,1/26 ('.)J3,1/, ('n)13,1/2* q, (P-)31-6 /2* Z a CO 04 I 04 0 M 30'-0"BAY w LL (L 180'-0"STEEL DIMENSION 30'-0"STEEL DIMENSION BLDG.2 BLDG. 1 0 210'-0"STEEL DIMENSION 0 PR r 1 PARTITION PLAN CITY APPROVED PLANS 3 DWG #19-2873-S s c a I e - 3/32"= 1'-0" Reviewed for Code Compliance -r OF Sheet PLANS MUST BE ON JOB SITE "t TE,. FOR ALL INSPECTIONS 08/29/19 7 of 14 Page 16 of 56 � Q 200'-0"STEEL DIMENSION 00 \ BLDG.2 d } D7 11 PURLIN IAP AP AP AP AP QO PURLIN PURLIN PURLIN PURLIN PURLIN U U Z W 1 (Pa)20'-8"1 (Pa)¢o'-a'1 1 1 (P6)20'-1"1 1 I (va)zo'-e' (va)zo'-8' (va)zo'-8' (re)m'-8' (re)zo'-e' (va)zo'-e' (va)ze'-8' (va)ze'-8' (vs)ze'-s' I 18 20 (n it >> Z (n z/e" (Ec),a'-t,z/e' (EC)19'-11 z/e' (Et),9'-„z/e' (Et),9'-„z/e' (Et),9'-„z/e' (Et),9'-„ 16 �/e' (EC),a'-„7/e' (.)1 9—7/e' (Ec),a'-„7/8' Q Z 10 Q d 200'-0"STEEL DIMENSION BLDG.2 Z 'a. O >zNOFY 200'-0"STEEL DIMENSION � a �vwi�oz��o, wx � 1 z voewom a� o o, no � QUA Z ZO d zr� W' ZQKUI�ktt� d -� m-wR' a��,noz zo moz"�zSa� 210'-0"STEEL DIMENSION sN BLDG.2 z ooaNFNZFw 30'-0"STEEL DIMENSION W - z Z ~O��mQoam O O as ] 3 CD rn _------- _ v0 ^O^ X °i O0 03 / X O ___ ___ ___ ___ LLJ 0 \ Q u --- --- O --- --- ---- --- J LL- m m m r — m e e e e o— a -„ w9 --- --- --- — --- Nm ,s 40 11 39 tj X 13 13 m LC 20 � 67 11 ___ ___ _ _ ___ P X m a --- ___21 g 3 O h` 8 0 o a a ^ 41 ___ ___ ___ I--, 42 14 W J n Q - 11 - - - - - fn a I' I a I a I I a I I a I z I a I z I a I z 43 - J uauN LPP URLIN LPP URLIN ur' URLIN ua URLIN✓a URLIN t/a URLIN uP URLIN uP URLIN uP V 14 Q °�N M - vs zo-al ve zU-81 vs zc-81 zU-81 Ps zo-el Ps zo-el P6 zo-al Ps ze-el Ps zo-al � N 19 21 b W -01010 J9 0 J 0 18 20 13 = Z I I I I I >> I 11 I I I I I I I I I I I 7/8' (EC)19'-111 z/e' (EC)19'-11 7/8' (K)W-„7/e (Ec),s'-„7/8' (EC)W-„7/8' (EC)W-„ e ~ L /e" (Ec)s'-„ve" (Ec),a'-n /e" (cm,o)s'-c (cvno s N Q c K Lu j L L dL W > J m 180'-0"STEEL DIMENSION 30'-0"STEEL DIMENSION O BLDG.2 BLDG. 1 210'-0"STEEL DIMENSION ��pfE.D PA $ S`aG(N f�c9 oy ROOF PLAN 3 � DWG #19-2873-SDE s c a I e - 3/32" = 1'-0" CITY APPROVED PLANS OF Sheet \ S f if A Reviewed for Code Compliance 08/29/19 2 PLANS MUST BE ON JOB SITE 8 Of 14 FOR ALL INSPECTIONS I I j Page 17 of 56 �w � Q O COL °0 D_ } SLAB DIM. COL 07 COL COL 1 1/2" STEEL DIM. SLAB DIM. 0 SLAB DIM. SLAB DIM. o Q 9 1/2" 1 1/2" w STEEL DIM. 1 1/2" STEEL DIM. N 1 1/2" STEEL DIM. F_ II II o Z z = = z (MC) MULLION COVER (DJ) DOOR JAMB (C) COLUMN o z (RW) WALL PANEL = w z N N II II w~ _ O w \ \ D_= N w N w z o�'wiE a_ > Li Q a Ow (F2) #12 X 1" SD \ > (BA) BASE ANGLE w w 1 1 0 _ (4) PER COLUMN w w �NoozB�ozQ II II o o O ww �o 0 F.F. F.F. (F2) #12 X 1" SD— (2) - (BC) BASE - .F. (2) PER COLUMN a w om�ao�o CHANNEL (CLIN) INSIDE CLOSURE < w ozzJ��allo da ° a a d wsQoo�w x� wzoEXP. ANCHOR CHOR -w 8zoo'a3�o m:K'o�(F1) EXP. AN 6° FROM EACH END 91�2 � (2) PER (BC) AND 5'-0" O.C. a d wo�m a H o0awo��3�� ad-- Q rnW w?W=zc~iz� n r�)zmaoamU U as C\I DOOR EDGE SLAB NOTCH 2 WALL EDGE SLAB NOTCH 3 DOOR EDGE BASE 4 WALL EDGE BASE ANGLE m 9 1/2" X 1 1/2" NOTCH 1 1/2" X 1 1/2" NOTCH � O x 10 o 00 O Z O �, COL O — COL W Q STEEL DIM. O STEEL DIM. — n O COL ----------- 8" m (RW) WALL PANEL ROLL UP DOOR 9 STEEL DIM. - (F2) #12 X 1" SD -- " ` (F7) #12 X 1 1/4" SD COL (2) PER LOCATION 24" O.C. (MC) MINI-CLIP (CM) CORNER MULLION COVER (OU) OUTSIDE CORNER TRIM Lc�l STEEL DIM. STEEL DIM. (HE) HEAD TRIM (DH) DOOR HEAD (RW) WALL PANEL FASTEN HEAD TRIM W/ sue EDGE BELOW x (2) (F7) PER PIECE 24" O.C. - COL FASTEN WALL PANEL (HC) HEAD COVER (F7) #12 X 1 1/4" SID AT 12" O.C. ( D - -------- ------- C) COLUMN (F2) #12 X I" S (F7) #12 X 1 1/4 S (4) PER LOCATION x " D = o (2) PER LOCATION © CLIP (DJ) DOOR JAMB CONC. STEP BELOW _ o (DJ) DOOR JAMB (RL) = G GIRT z FASTEN TRIM AT 24" O.C. F2 12 X 1" SD m Q 2 PER COLUMN PARTITION w ♦. z c� o > a (C4) COLUMN F' a J 8 N O PANEL Q z = o N Q =N M M w O ROLL-UP DOOR ABOVE w W @(0 L (FC) FLOOR CLIP > o ____________ a M 0 Li (MC) MINI-CLIP o U > M F. o w a 0 J2Y �o ° Y o L .F. (RW) WALL PANEL D J Z wa mcl a I I d J ILL!jJ Ln a(C) COLUMN mv � aLL I I (F1) EXP. ANCHOR ERECTOR NOTE: O WHEN 6" CORNER OCCURS AT ENDWALL UNIT, (1) PER (FC) EDpli NOTCH EAVE CHANNEL TO CLEAR DOOR JAMB D S�GINe 49 3 DWG #19-2873-SDE �� COLUMN FLOOR BASE CLIP �� TYPICAL GIRT �� DOOR HEAD .K �� , Q� DO JAMB 8" CORNER gIr10. U OR Sheet 08/29/1 CITY APPROVED PLANS R—i—d for Cod¢Comp/i.— PLANS MUST BE ON JOB SITE 9 of 14 FOR ALL INSPECTIONS Page 18 of 56 �w � Q 0� 00 w } in ;I z o (RW) WALL PANEL m a o 0 (CM6) CORNER of COL o MULLION COVER II o - (Flo) #12 x 7/a" sD m ii al �_ COLcn 3 m 24" O.C. N (QJ6) DOOM JAMB STEEL DIM. STEEL DIM. zo 0 � a J WDIM. 0 Z m N D.O. WIDTH 8" 8" D.O. WIDTH ?� 1 V) (RW) WALL PANEL STEEL DIM w SPIN SPECIAL INSIDE "' w w m (C) COLUMN (SPIN) ( ).. 3 ® CORNER TRIM C6 6" COLUMN >z o---- (CyiE N a =z N SLAB EDGE BELOW ~ a-� I (MC) MULLION COVER � zoF�oo ® M) CORNER OL o O ��oQam��aw COL --- BASE ANGLE BELOW MULLION COVER (F7) #12 X 1 1/4" SD J z o�_ ffio~ zo SLAB EDGE BELOW -- - -- - SLAB EDGE BELOW 24" O.G. w <Z mm o��o -__- ___ _________---- _ ,,4z I QUA (OU) OUTSIDE CONC. STEP BELOW COLUMN CORNER TRIM STEEL DIM. ---------------- (F2) #12 X 1' SD ® ® COL o Na J�omaN� , J m�aoo� zF� (DJ) DOOR JAMB - - - C) =o�rw (F10) #12 X 7/8' SD (PA) PARTITION ANGLE n — — - _ ---------------------- �_ 3 o a��ozm3 w CONC. STEP BELOW o Z mOzcJioo�o°' p 24" O.C. i" (F2) #12 X 1" SID o of w a - �o ROLL UP DOOR ABOVE ______________ _______ I________ _________ ___ __ Jj m m (C425) COLUMN a F-G'.`=� _______: (DJ) DOOR JAMB (DJ) DOOR JAMB w w w am Fo�3N (RL) PARTITION PANEL C4 COLUMN it v~ w o z w oo .m N�Fow (F2) #12)X 1" SD U) m a o mw w?wi3 00 STEEL DIM. STEEL DIM. F�� o -ROLL_UP DOOR ABOVE ROLL_UP-DOOR ABOVE N m 0 a a m z a m 'I m (PA) PARTITION ANGLE (RL) PARTITION PANEL COL N 0 m � OUTSIDE CORNER � � INSIDE CORNER � � 16" DOOR MULLION WALL � J I VJ I I 1 2 r� x o o � 00 o z o U �, o w o o cf) o o 3 1/4" STEEL DIM x ~ COL STEEL DIM (F21) #14 X 7/8" ZAC (RL) PARTITION PANEL STEEL DIM. STEEL DIM. 0(CL430) OUTSIDE CLOSURE x 1 (CL-504) CONT. MASTIC (PA) (F7) #12 X 1 1/4" SD (CL-200) LOW FIXED CLIP o PARTITION (F2) #12 X 1" SD (CL-7710) RAKE SUPPORT 24" O.C. (EC) EAVE CHANNEL ANGLE w (C) COLUMN o (RA) RAKE ANGLE (CL) ROOF PANEL (CL) ROOF PANEL w W J J (C) COLUMN T.O.S. Q w T.O.S. _ BASE ANGLE BELOW •II J COL - Q N °M --- - - ---- -- Lu •�(0 M SLAB EDGE BELOW I COL - ® (SS-111) SSR RAKE TRIM _ I� (CL7760) BACK—UP PLATE � � (F2) #12 X 1" SD Lu (RW) WALL PANEL (P6) 6" PURLIN (SS265) HIGH SIDE (F19) #14 X 7/8" ZAC EAVE TRIM I J Z m m N STEEL DIM. STEEL DIM. (F2) #12 X 1" SD 12" O.C. (F2) #12 X 1" SD (F10) #12 X 7/8" SD (C) COLUMN 04 °t m w (CLOUT) CLOSURE j (0) COLUMN 12" O.C. lil tD a (RL) PARTITION PANEL (CLOUT) CLOSURE o PROP, m (RW) WALL PANEL (RW) WALL PANEL j j '+'��NfF9°y� :3 COL 3 0 a OF l rj l� DWG #19-2873-SDE 08/29/19 �� WALL WITH PARTITION �� COLUMN CLIP 1 `J RAKE CITY APPROVED PLANS (J l HIGH SAVE Sheet t Reviewed for Code Compliance U PLANS MUST BE ON JOB SITE 10 O f 1 FOR ALL INSPECTIONS Page 19 of 56 �w � Q 0� 00 - U in U O O H U W Z Z N COL F U Z N H 4 3/4 STEEL DIM 00 Z COL COL COL STEEL DIM STEEL DIM STEEL DIM STEEL DIM STEEL DIM STEEL DIM z (SS-246) GUTTER STRAP (CL-426) INSIDE CLOSURE _R�r?a 48" O.C. (F18) 1/4"-14 X 1 1/4" ZAC 8" 'LAP ��~ (F21) #14 X 7/8" ZAC (BTR) CONT. MASTIC UNDER (F17) 1/4" X 1" SD (CL-200) LOW FIXED CLIP 8" 'LAP (F17) 1/4° X 1" SD 'woozo�ozQ x�Uwam��w (MIN) (2) PER CLIP (MIN) (2) PER CLIP z w�000i�zzo PRECUT BEVEL STRIPS ' (CL) ROOF PANEL & owz (CL-200) LOW FIXED CLIP (CL) ROOF PANEL (CL-200) LOW FIXED CLIP (CL) ROOF PANEL Lc J�o T.O.S. __ T.O.S. T.O.S. — T.O.S. w a o - ------------ - -- - -------------- ------------- --- d w ————————— I I (CL) ROOF PANEL �II III III III a o¢�N K�0 .II (F2) #12 X 1" SD .I �wo3ow o (ss-240) GUTTER i II (F2) #12 x 1" sD II. .II II I a J 3��ttwa¢�z� 12" O.C. (EC SAVE CHANNEL a aw Fom3�N (EF) EAVE FLASHING ) (P6) 6" PURLIN (P6) 6" PURLIN (P6) 6" PURLIN z oo (RW) WALL PANEL (P6) 6" PURLIN w wW�w �z�zo (C) COLUMN (C) COLUMN wow=ao� (C) COLUMN (F2) #12 X 1" SID (F2) #12 X 1" SD I I (DK) DOWNSPOUT as a�am I I I I I I N On m LOW EAVE Q 6" PURLIN LAP SIDE 6" PURLIN LAP SECTION �� 6" PURLIN SIDE CD O x � o � 00 00 Z � O w COL —D Q \ O j1/2" l SLAB DIM. COL � � O ROOF INSTALLATION NOTE: O REFERENCE MANUFACTURER'S TECHNICAL/ERECTION SLAB DIM. m J INFORMATION MANUAL FOR STANDING SEAM METAL 1 1/2" SLAB DIM. ROOF GENERAL INFORMATION AND ERECTION SEQUENCE. STEEL DIM. 9 STEEL DIM. 1 1/2" iSTEEL DIM. 11 1/2" 7I�L IT- COL II II TI IT (C6) 6" COLUMN X = I (RW) WALL PANEL STEEL DIM STEEL DIM II 11CD= = \ zi h = BC6 BASE CHANNEL > w w Q ( ) (CL-200) LOW FIXED CLIP II II 0- w (F2) #12 X 1" SD (CL) ROOF PANEL II W F.F. o (4) PER COLUMN ° oi II — F.F. (CLIN) INSIDE CLOSURE T.O. (F1) EXP. ANCHOR ° e1 1/7�' ° e Ij @ c^o Lo d ( ) /\\ \\ m 6" FROM EACH END U >,Y P6 6' PURLIN a ° ° J = (F2) #12 X 1" SD \\\\ a \\/\ e ° °� AND 36" O.C. e j J Z «a m N (C) COLUMN \\\ °a4.- \\ e -e0 Pp�IJL J f�D a t1 \ ,e S aGINEF m \\ 9 3 0 0 OF\ S DWG #19-2873-SDE 0812911s \\ 6" PURLIN SECTION \\ WALL EDGE SLAB NOTCH \\ DOOR EDGE SLAB NOTCH \_\ WAIL EDGE BASE CHANNEL Sheet 1 1/2" X 1 1/2" NOTCH J 11 1/2" X 1 1/2" NOTCH CITY APPROVED PLANS nI Reviewed far Code Comp/i-- 1 of 4 PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Page 20 of 56 �w � Q O 00 n_ U in U COL COL z o O_ SLAB DIM. STEEL DIM. ~ U � N [If � /2° STEEL DIM. COL COL z n oo z STEEL DIM. STEEL DIM. STEEL DIM. STEEL DIM. �, I I (RW) WALL PANEL (MC) MULLION Z I (DJ6) 6" JAMB COVER (C4) COLUMN (F2) #12 X 1" SD _ (C6) 6" COLUMN (C6) 6" COLUMN (4) PER COLUMN N w (RL (F2) #12 X 1" SD o U�oozo��Q Q ) (4) PER LOCATION (BC6) BASE CHANNEL w (BC6) BASE CHANNEL (RL) _ = PARTITION (BC6) BASE CHANNEL PARTITION ; PANEL I I (G6) GIRT a w o a000 U m W V U a PANEL �� w ozzJ �Ra�o _ F.F. (F2) #12 X 1° SD w w (F2) #12 X 1" SD z x o w�Jzo�w i° (4) PER COLUMN (FC) FLOOR CLIP (4) PER COLUMN w o wJz'a�=wKw� i F.F. F.F. v w= (MC) MINI-CLIP a amo�oNm3s d11 1 a2" a ° -- ------ °.a o n �z m oz�-z,¢m Ld J 3�o�wa¢?z� (F1) EXP. ANCHOR / O Lu a 6" FROM EACH END ° e a e a. a (C6) COLUMN oo`� 3� AND 36" O.C. ° o wow i3Uo� (F1) EXP. ANCHOR (F1) EXP. ANCHOR (F1) EXP. ANCHOR m 6" FROM EACH END (1) PER (FC) 6" FROM EACH END AND 3'-0" O.C. AND 3'-0" O.C. Las N m DOOR EDGE BASE r COLUMN ELOOR BASE CHANNEL COLUMN FLOOR BASE CHANNEL Q TYPICAL GIRT � AT ATTACHMENT �' CD x � o � 00 00 Z O O LLw COL COL D Q U O COL STEEL DIM. O STEEL DIM. STEEL DIM. J L� STEEL DIM. m 8" D.O. WIDTH (RW) WALL P ANEL D.O. WIDTH 8" 8" D.O. WIDTH c9 � (RW) WALL PANEL - o 1L ROLL-UP DOOR 24" O.C. m STUB COLUMN (F7) #12 X 1 1/4" SID (DJ6) DOOR JAMB ~ (F2) #12 X 1" SD "- = CORNER TRIM MULLION COVER � � a (MC) MULLION COVER (DI 6) DO R JAMB x _ ; ---, w ( ) COLUMN � ;' (OU) OUTSIDE (CM) CORNER o 2 PER LOCATION m ® F7 12 X 1 1/4" SD (DJ6) DOOR JAMB x( ) (C6) 6" COLUMN ( ) # 2 (MC) MINI-CLIP SLAB EDGE BELOW w o rn 4' O.G. SLAB EDGE BELOW (HE) HEAD TRIM (DH6) DOOR HEAD COL - a m COL - -—- - - - - - - FASTEN HEAD TRIM W/ O O (F7) #12 X 1 1/4" SD N ® O O (2) (F7) PER PIECE 24" O.C. FASTEN WALL PANEL (HC6) HEAD COVER ---------------------- COL --- BASE CHANNEL BELOW ___---_______________------------- -------------------------------------------______________________- J = AT 12' O.C. o _ ---- ------- - U C N EP L m 0 C. ST BE OW SLAB EDGE BELOW CONC. STEP BELOW Q (F7) #12 X 1 1/4" SD J J O F2 12 X 1 SID (2) PER LOCATION CLIP (DJ6) DOOR JAMB --------- ---- - - ------------------------------------------- ----------------- Lj z I; (C6) COLUMN (OU) OUTSIDE w J o N (F2) #12 X 1" SD Q N (M z FASTEN TRIM AT 24" O.C. $ CORNER TRIM STEEL DIM. cn @ r M z U W M a_ (F10) #12 X 7/8' SD (PA) PARTITION ANGLE U > E d O a ! ROLL-UP DOOR ABOVE Z4 Q J 2 Y co M N m O.C. ROLL-UP DOOR ABOVE ; ROLL-UP DOOR ABOVE o (RW) WALL PANEL COL o � (RL) PARTITION PANEL CITY APPROVED PLANS — .F. Reviewed for Cade Compliance ERECTOR NOTE: PLANS MUST BE ON JOB SITE WHEN 6" CORNER OCCURS AT ENDWALL UNIT, NOTCH EAVE CHANNEL TO CLEAR DOOR JAMB ERECTOR NOTE: FOR ALL INSPECTIONS �pEO 11PA L BASE CHANNEL IS 1/4" SHORTER THAN MULLION. ,s�aGNE�c9oy� CENTER BASE CHANNEL ON CENTERLINE OF BAY. 29 DOOR HEAD 30 DOOR JAMB — 8" CORNER 31 OUTSIDE CORNER 3 32 16" DOOR MULLION Sheet a� 5 08/29/19 12 of 141 Page 21 of 56 �w � Q O 00 n_ U in U O O w H U w w [If N H COL COL z U, (RL) PARTITION PANEL STEEL DIM. STEEL DIM. 00 Z STEEL DIM. I w (F2) #12 X 1" SD (F2) #12 X 1" SD (RW) WALL PANEL wo w (RL) PARTITION PANEL =NR�y,E (PA) (C6) 6" COLUMN (C6) 6" COLUMN �- 0 � � �vzwioozowF�oo PARTITION J m o x &<� w ANGLE w (C6) 6" COLUMN w z - 3c. w Ld J zw o _ oao�om�zzo cn /� . - N I I a N , (C) COLUMN w ozzJ��Rw� BASE ANGLE BELOW BASE CHANNEL BELOW —-—- - - - - COL a i COL COL - PERIM. CHANNEL BELOW ao F1Qoo�wzF� SLAB EDGE BELOW SLAB EDGE BELOW —-—- - JZQ�-wkw� (RW) WALL PANEL (RW) WALL PANEL m o o zmoz��='gym o (F2) #12 X 1" SID a w <� oo�3 x a 0 3s STEEL DIM. STEEL DIM. STEEL DIM. STEEL DIM. (C6) 6" COLUMN m J n w z r o w z w=Qo � w u m o �o>=maoam 0 U COL 5 as COL N On m z � WALL WITH PARTITION z ,� WALL WITH PARTITION WALL � � 6" COLUMN � JJ J`t 35 JV r� O x � o � 00 O Z O w O O cn O O m c9 � OL COL COL � °� 3 1/4" STEEL DIM COL x ~ STEEL DIM STEEL DIM _ 4 3/4" Lf . #14 X 7/8" ZAC STEEL DIM � (CL-504) CONT. MASTIC (CL-504) CONT. MASTIC ) OUTSIDE CLOSURE x(F7) #12 X 1 1/4" SD (F7) #12 X 1 1/4" SD 00) LOW FIXED CLIP (SS-246) GUTTER STRAP(CL-7710) RAKE SUPPORT 24" O.C. 24" O.C. (CL-7710) RAKE SUPPORT SAVE CHANNEL 48" O C (CL-426) INSIDE CLOSURE (RA) RAKE ANGLE (CL) ROOF PANEL (CL) ROOF PANEL (RA) RAKE ANGLE OOF PANEL (F21) #14 X 7/8" ZAC (F18) 1/4"-14 X 1 1/4" ZAC (BTR) CONT. MASTIC UNDER W PRECUT BEVEL STRIPS J T.O.S. �Q --------- - - � I j1--- T.O.S. rn co �iI . T.O.S. _ Q c� coo 04 I (SS-111) SSR RAKE TRIM jl� ♦I - (SS-111) SSR RAKE TRIM (CL7760) BACK-UP PLATE (F2) #12 X 1" SID (CL) ROOF PANEL W -@`oco Lo (P6) 6" PURLIN �I (SS266) HIGH SIDE (SS-240) GUTTER J =1 �o M (F19) #14 X 7/8" ZAC ♦1 (F19) #14 X 7/8" ZAC EAVE TRIM (F19) #14 X 7/8" ZAC (F2) #12 X 1" SID J Z C m N 12" O.C. (F2) #12 X 1" SD (P10) 10" PURLIN 12" O.C. (F10) #12 X 7/8" SD 12" O.C. (EC6) SAVE CHANNEL (CLOUT) CLOSURE j (C6) 6" COLUMN t/l (CLOUT) CLOSURE 12" O.C. (C6) 6" COLUMN CITI(APPROVED PLANS (F2) #12 X 1" SD (EF) EAVE FLASHING I I I (CLOUT) CLOSURE I Reviewed for Code[ompliena (RW) WALL PANEL III(RW) WALL PANEL (RW) WALL PANEL (RW) WALL PANEL (C6) 6" COLUMN I I I I (DK) DOWNSPOUT I I PLANS MUST BE ON JOB SITE (C6) 6" COLUMN FOR ALL INSPECTIONS Pao�rEf,G GINEPq°4� DWG #19-2873-SDE 3 �� RAKE �� 10" PUR IN RAKE �� HIGH EAVE �� OW EAVE q OF �, Sheet (T,�11 0812 9�1 9 13 of 141 Page 22 of 56 �w COL CQOL 0 o COL 4 3/4" I STEEL DIM STEEL DIM STEEL DIM m STEEL DIM STEEL DIM (SS-246) GUTTER STRAP 48" O.C. (CL-426) INSIDE CLOSURE 8" LAP (F21) #14 X 7/8" ZAC (F18) 1/4"-14 X 1 1/4" ZAC -200 LOW FIXED CLIP (BTR) CONT. MASTIC UNDER o (MIN) (CL ) PRECUT BEVEL STRIPS zo (F17) 1/4" X 1" SD TN ) 1/4" X 1" SID ~ 2 PER CLIP (CL) ROO > (CL-200) LOW FIXED CLIP ( ) ER CLIP T.O.S. Cn N (CL) ROOF PANEL U, T.O.S. T.O.S. (CL) ROOF PANEL o (SS-240) GUTTER z •1j• .I - I I (F2) #12 X 1" SD II• •I (P6) 6" (F19) #14 X 7/8" ZAC . II. .I #12 X 1" SD (EF) EAVE FLASHING (EC6) EAVE CHANNEL w (SEPT) RAKE FLASH (RW) WALL PANEL o 'z oFyi 'I (P6) 6" PURLIN (SS290) RAKE CLEAT Nzz��oF�oo (F19) #14 X 7/8" ZAC p 8" O.C. G6 6" GIRT (P10) 10" PURLIN (P10) 10" ( ) ? w�o�oozz (CL) ROOF PANEL > awwaoo�a I (F2) #12 X 1" SID a w omz ono (C) COLUMN 6" COLUMN T. _ ---------- I I (CL-504) CONT. MASTIC II a i�sowow�= .I 0 �zz'ao wKw� (CL-7710) RAKE SUPPORT ozm3�w (RA) RAKE ANGLE (C) COLUMN a z0 m J 3��owQ z� 4 w w I II I o `w"�w�wi3woo PURLIN LAP SIDE PURLIN LAP SECTION o wwJ 6" PURLIN TO 10" PURLIN 6" PURLIN TO 10" PURLIN U as ( � z 1 SSR ROOF WITH STEP N m 0 r� O ERECTOR NOTE: x PLEASE REFER TO CENTRAL-LOC /� _ _®�\_ (::D NSTALLATION GUIDE FOR DETAILED !. 00 O NSTALLATION INSTRUCTIONS FOR ERECTOR NOTE: �ii STANDING SEAM ROOF. PARTITION PANELS HAVE BEEN x Z SUPPLIED TO REACH ROOF LINE. A I Ix U O — NOTCH TOP PARTITION PANEL TO LLJ MATCH ROOF LINE AND CLEAR -D Q PURLIN LEG AS NEEDED TO O U Cf) 2'-0" CLOSE IN THE UNIT. — (F18) 1/4"-14 X 1 1/4" ZAC COVERAGE PARTITION PANELS MAY BE BACK � O ilureRIOR LAPPED TO CLEAR PURL INS. w (8) PER PANEL (C 512) BEVELED TAPE SEALER m (CL426) INSIDE CLOSURE z 9 (CL) ROOF PANEL (CL504A) CONT. MASTIC o TOP AND BOTTOM 4PANELLAPAIL OF CLOSURE COLUMN '< x(F2) #12 X 1"EAVE CHANNEL 1'-0" 1'- SD TEK (PLTD) (F8) #12 X 7/8" WASHER TEK (F5) #12 X 1 1/4" WASHER TEN (4) PER COLUMN 20" O.C. MAX (3) PER GIRT - PER SHEET PER SHEET SSR PANEL ROOF w EAVE FASTENING F 3'-0" COVERAGE a w R—PANEL WALL o ¢00 N M 2-° EAVE AND BASE FASTENING Lu (0 L PR COVERAGE o S �fJ�O J = Y °a> G N�a EF9 y� � JZ iamN (F2) #12 X 1" SIDS (CL) ROOF PANEL (CL200) FIXED CLIP u 2 3 �"tLL (2) PER CLIP OF 5 J a iK41 Tf A`,� m 08/29/19 0 (F8) #12 X 7/8" WASHER TEK (F5) #12 X 1 1/4" WASHER TEK 20" O.C. MAX (3) PER GIRT - PER SHEET DWG #19-2873-SDE (P) PURLIN 3'-0" COVERAGE SSR PANEL ROOF R—PANEL WALL CITY APPROVED PLANS R—PANEL PARTITION Sheet PURLIN FASTENING GIRT AND DOOR HEAD FASTENING Reviewedfor Code Compliance SHEET FASTENING LAYOUT PLANS MUST BE ON JOB SITE 1 4 Of 14 FOR ALL INSPECTIONS Page 23 of 56 �W STRUCTURAL NOTES �2 ~ a ,C� BUILDER/CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT PLANS AND SPECIFICATIONS COMPLY WI1H00 APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. METAL BUILDING STRUCTURE DESIGNED PER THE FOLLOWING LOADING: d >_ in CODE: IBC 2015 WIND: 115 MPH EXPOSURE C WINDLOAD ROOF LOAD: 20 PSF ROOF LIVE LOAD SEISMIC: 0.34/ZONE B 01 GROUND SNOW LOAD: 30.0 PSF(MAX) GROUND SNOW LOAD 0 ROOF SNOW LOAD: 25.2 PSF(MAX) ROOF SNOW LOAD 0 W F7 CP DESIGN LOADS DESIGNATED WITHIN CONTRACT AND DRAWINGS DO NOT ALLOW FOR ANY TYPE OF U W SUSPENDED SYSTEM (E.G. LIGHTS, INSULATION, DUCT WORK, PIPING, FTC.) SUSPENSION OF ANY LOAD Z INDUCING SYSTEM IS EXPLICITLY PROHIBITED UNLESS A CORRESPONDING REDUCTION IN CERTIFIED 200'-0"STEEL DIMENSION 0_ LIVE/SNOW LOADS CAN BE PERMITTED BY CODE. ~ - (20) 10'-0-BAYS V) (n DESIGN AND SPECIFICATION OF BASE STEEL TO CONCRETE SLAB ANCHORING IS NOT THE RESPONSIBILITY (D F- OF THE BUILDING MANUFACTURER. U Z 2 ll� BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR CONCRETE SLAB FOUNDATION DESIGN, 3 d THICKNESS, MATERIALS,SITE SOIL CONDITIONS OR OTHER CONCRETE/MASONRY CONSTRUCTION. ALL STRUCTURAL CONNECTIONS ARE TO BE MADE PER FASTENING DETAILS PRESENTED HEREIN,ALL Ds 1z )z0'-,• (ssza,A)zo'-,• (.-AA.-' (ssza,A)zo'-a^ I.41A)zo'-,• (ssza,A)z0'-a^ (ssza,A)z0'-a• (ssza,A)z0'-a• (ssza,A)z0•-a• (ssza,A)z0•-a• (EF),o' (1-2- (mi-z- (u,p-z- (EF),o'-z' (r,7,o'-z' (EF),o'-r (EF),0'-2- (EFp-z- (a,),o'-z- (EO,o'-1- (EO,O'-z- (EOto'-2- (EF)to'-rz' (EOto'-z- (EF)to'-z- (EF)to'-z- STEEL FRAMING AND SHEETING MATERIALS MUST BE INSTALLED TO VERTICAL PLUMB AND HORIZONTALLY z -p w LEVEL. _ZFpF w=J THE BUILDING MANUFACTURER AND THE PROFESSIONAL ENGINEER SEALING THESE DRAWINGS ARE NOT Q N z z ¢o THE PROFESSIONAL ENGINEER OF RECORD FOR THE ENTIRE PROJECT.THE PROFESSIONAL ENGINEER'S <a SEAL PERTAINS ONLY TO THE STRUCTURAL DESIGN OF THE METAL BUILDING SYSTEM. IT DOES NOT APPLY - f x - amw w TO THE FOUNDATION SYSTEM, MASONRY DESIGN OR ANY OTHER ASPECT OF THE PROJECT UNLESS 3 - Z �" g SPECIFICALLY STATED IN THESE DOCUMENTS. m o a z o zo �Y QUA w 8 wOZZ'-'pqs-Q JOBSITE FIELD CONDITIONS NOTES: I- Zja w�soo�w BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR ANY LOADS TO STRUCTURE NOT INDICATED (ssz OD2.'-4• (ssz )z0'-,^ (ssz )z0'-,• (sszosA)z0'-a• (.2-)z0'-a• (.2-)z0'-4• (.2-)z0'-a' (ss2ssA)z0'-a' (ss2sw)z0•-a' (ss2sw)z0•-a' AT THE TIME OF PURCHASE.ANY ALTERATIONS TO THE STRUCTURAL SYSTEM, REMOVAL OF ANY COMPONENT PARTS OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE DIRECTION OF REGISTERED ARCHITECT,CIVIL OR STRUCTURAL ENGINEER. 7 Q m 3 0 o N ALL CONCRETE AND MASONRY CONSTRUCTION MUST BE FLAT, LEVEL AND SQUARE PER THE SLAB PLAN DIMENSIONS HEREIN. 200'-0"STEEL DIMENSION H o wo a ALL JOBSITE DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BEFORE ERECTION OF BUILDING LZLI ��zc�izd STRUCTURE. � wi3woo � wJ Fao�p z w ALL OMISSIONS, CONFLICTS AND DISCREPANCIES SHALL BE REPORTED TO THE BUILDING MANUFACTURER 1 U m z a m BEFORE PROCEEDING WITH PROJECT WORK. U a a ALL TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK,CRIBBING, WINDBRACES OR OTHER ELEMENTS REQUIRED FOR THE BUILDING ERECTION ARE TO BE DETERMINED BY AND SUPPLIED BY BUILDER/CONTRACTOR. BUILDING MANUFACTURER HAS MADE A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS u J THAT CAN BE SAFELY ERECTED. JOB SITE SAFETY INSTRUCTION, SAFETY EQUIPMENT AND CONDITIONS ARE 200'-0"STEEL DIMENSION THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. (20) 10'-0-BAYS ALL COMPONENTS SHIPPED SHALL BE THOROUGHLY INSPECTED AND ACCOUNTED FOR AT THE TIME OF DELIVERY.ALL MATERIAL SHORTAGES OR DEFECTS MUST BE REPORTED WITHIN FIVE(5)WORKING DAYS OF MATERIAL DELIVERY TO THE BUILDING MANUFACTURER. ., 7D 3 M � DIAPHRAGM ACTION OF THE METAL PANELS AT INTERIOR PARTITION WALLS IS UTILIZED FOR THE STABILITY W O OF THIS BUILDING. ANY MODIFICATION OR UNAUTHORIZED CUTTING OF INTERIOR PARTITION PANELS IS (nz„A)zo'-,• (nz.,n)zo'-,^ (ssza,n)zo'-a (sszatA)zo'-a• (nutA)zo'-a• (nza,A)zo'-a• (nza,A)zo'-a• (ssza,gza'-a• (nza,a)za'-a• (nza,A)za'-a• A ^^ EXPRESSLY PROHIBITED BY THE BUILDING MANUFACTURER (O,C.r (FO,o-z- (EO,o-r (FO,o-z- (s0,o-z- (EP'0-z- (,,P'0-z- (c0,o-r (c0,o-z- (c0to-z- (FTto-r ('n'0 ('n'0-r ('nN0 PARTITION PANELS HAVE BEEN SUPPLIED TO REACH ROOF LINE.THE TOP PARTITION PANEL CAN BE �// NOTCHED TO MATCH ROOF LINE AND CLEAR PURLIN LEG TO CLOSE IN THE UNIT AS DESIRED. C) J ( 4 } Yl u O O m INSTALLATION NOTES: m o W FIELD CUTTING OF STRUCTURAL, SHEETING AND TRIMS FOR SPLICE AND FINAL FITTING OF COMPONENTS ' IS REQUIRED. h O (GLl ALL ROOF PANEL LAPS SHALL BE SEALED WITH 3/8"(MINIMUM)WIDTH MASTIC TAPE AS PROVIDED FOR v - PROJECT.ALL SHEET PROFILE FOAM CLOSURES AT EAVE, WALL AND RIDGE CONDITIONS AS PROVIDED (sszssA)zo'-,• (sszseA)zo'-,• (sszww)zo'-a• (sszwu)zo'-a^ O C) FOR PROJECT MUST BE INSTALLED AS SHOWN HEREIN. (nzssn)zo'-.^ (ssz00A)z0'-a• (sszsw)z0'-a• (sszsOA)z0'-a• (sszsOA)z0•-a• (wzsOA)z0•-a• A n x WALL PANELS AND WALL TRIMS,AT INTERIOR AND EXTERIOR,ARE TO BE SET WITH 1/4"CLEARANCE 1 LL J ABOVE CONCRETE SURFACES AND AT ANY LOCATIONS WHICH MAY BE SUBJECTED TO CONTACT WITH �3 O STANDING WATER. LAP ALL FLASHINGS 2"MINIMUM AND SEAL AS REQUIRED FOR WATER TIGHTNESS 200'-0"STEEL DIMENSION O > ALLOW 1/4"TOLERANCE AT EACH END FOR PURLINS, HEADERS AND GIRTS. KEY PLAN C,N F90 x DRAWING INDEX 3/32"= 1'-0" 3 O 1 LEAD SHEET, GENERAL NOTES, SCHEDULES, KEY PLAN (� 2 SLAB PLAN -f OF 3 ELEVATIONS IIT91%- 4 FLOOR PLAN OS/29/J9 5 FRAMING PLAN 6 PARTITION PLAN 9 DETAILS 7 ROOF PLAN 10 DETAILS 7- Y lL 8 DETAILS 11 DETAILS �On pnNc�vocoFORF,RFa�oRsuaEs�xcwoeD STANDARD ABBREVIATIONS STRUCTURE ABBREVIATIONS SHEETING ABBREVIATIONS FASTENER ABBREVIATIONS NT RE �pLunoNGuoEµTRIM�ABBREVIATIONS Q N In M AFF ABOVE FINISHED FLOOR FBO FURNISHED BY OTHERS OC ON CENTER (BA) - 84216R 4 X 2 X 16GA.ANGLE(5.9) - FLOOR BASE ANGLE (ML) - 29GA. M-LOC WALL PANEL (F1) -1/2"X 2 3/4"CONC. EXPANSION ANCHOR -BASE TO SLAB CONNECTIONS (BTR) - 7/8"ROLL MASTIC (ICB) -INSIDE CORNER BOX LLJ @(0 ED , APPROX APPROXIMATE FDN FOUNDATION OD OUTSIDE DIAMETER 'p M BLDG BUILDING FF FINISHED FLOOR ON OPPOSITE HAND (BC) - U42516Z 4 1/8 X 2 7/8 X 16GA. CHANNEL(9.9) - FLOOR BASE CHANNEL (RL) - 29GA. R-LOC WALL PANEL (F2) -12 % 1 SELF-DRILLING TEK (PLTD) -STRUCTURAL STEEL CONNECTIONS (CLIN) - R PANEL INSIDE FOAM CLOSURE (JA) -DOOR JAMB TRIM J =Y M BLK BLOCK FOB FACE OF BLOCK OR BRICK Opp OPPOSITE (C4) - C4216Z 4 X 2 X 16GA.CEE(8.9) - 4"COLUMN (pL) - 29GA. PANEL-LOC WALL PANEL (F3) -12 % 1 SELF-DRILLING TEK(PLTD) -PARTITION SHEETING (CLOUT) - R PANEL OUTSIDE FOAM CLOSURE (JC) -DOOR JAMB COVER TRIM Q O BM BEAM FOS FACE OF STEEL PAN PARTITION (C6) - C62516R 6 X 2 1/2 X i6GA. CEE(11.9) - 6"COLUMN J Z c M N BOT BOTTOM FT FOOT OR FEET PAID RADIUS (RR) - 26GA. PER ROOF PANEL (F4) -12 % 2 SELF-DRILLING TEK(PLTD) -PARTITION ANGLE CONNECTIONS (GEOCEL)- GUTTER SEAL (MC) -DOOR MULLION COVER TRIM t` BLKG BLOCKING FTC FOOTING REF REFERENCE (DH) - C4216Z 4% 2 % i6GA. CEE(8.9) - DOOR HEAD 04 L N C/L CENTERLINE GA GAUGE READ REQUIRED (RW) - 26GA. PER WALL PANEL (F5) -12 % 1 1/4 WASHER TEN (PTD) -EXTERIOR WALL SHEETING (IN) - R PANEL INSIDE CORNER TRIM (OCB) -OUTSIDE CORNER BOX N _- C ii (DJ) - C43516Z 4 X 3 1/2 X 16GA. CEE (11.9) - DOOR JAMB Lo0 In CJ CAULK JOINT GALV GALVANIZED REINF REINFORCED (CL) - zaca.cENrRAL-Loc ssR (F6) -12 % 1 1/4 WASHER ZAC (PTD)(PLTD) -ROOF SHEETING (OU) - R PANEL OUTSIDE CORNER TRIM (PB) -PEAK BOX (D t IL (EC) - U4216Z 4 1/8 X 2 3/8 X 16GA. CHANNEL(8.9) - EAVE CHANNEL LLI (L CLG CEILING GC GENERAL CONTRACTOR RO ROUGH OPENING za•ROOF PANEL (F7) -12 X 1 1/4 WASHER TEN (PTD) -EXTERIOR TRIM DRILLER COL COLUMN GRND GROUND SECT SECTION (ES) - E64316LZ 4 X 6 X 3 X 16GA. STRUT(13.9) - EAVE STRUT (CM) - DOOR CORNER MULLION TRIM (REND)-RAKE TRIM END CAP J CONC CONCRETE OR GRADE SF SQUARE FOOTAGE (cL-200) - ssN FIXED COP (F8) -12 X 7/8 WASHER TEK (PTD) -EXTERIOR WALL PANEL LAP m CTR CENTER GWB GYPSUM WALL BOARD SIM SIMILAR (FC) - AS MANUFACTURED - FLOOR CLIP (DK) - DOWNSPOUT WITH KICK OUT (RT) -RAKE TRIM (F9) -12 X 7/8 WASHER RAG(PTD)(PLTD) -ROOF PANEL LAP O DEL DOUBLE HORIZ HORIZONTAL SO SQUARE (G) - C4216Z 4% 2 % 16GA. CEE(8.9) - GIRT (DSS) - DOWNSPOUT STRAP (SA) -HALL TOP TRIM OFT DETAIL HT HEIGHT STD STANDARD (HA) - B4216R 4 X 2 X 16GA.ANGLE(5.9) - HALL TOP ANGLE (F10)-12 X 7/8 WASHER TEN (PTD) -EXTERIOR TRIM LAP (EF) - EAVE FLASHING (TI) -ROOF TIE IN TRIM DIA DIAMETER ID INSIDE DIAMETER STL STEEL (HR) _ C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT (F11)-1/8 POP RIVET -EXTERIOR TRIM DWG DRAWING INSUL INSULATION TOE TOP OF BEAM (FRC) - FORMED RIDGE CAP (FIR) -ROOF STEP TRANSITION FLASHING DIM DIMENSION INT INTERIOR TOO TOP OF CONCRETE (JR) - C62516R 6 X 2 1/2 X 16GA, OFF(11.9) - JACK RAFTER (F12)-12 % 1 1/4 WASHER TEN (PTD) -INTERIOR WALL SHEETING DR DOOR INFO INFORMATION TOS TOP OF STEEL (M) - C12416Z 12 X 4 X 16GA. CEE (20.9) - MULLION (F13)-12 X 1 1/4 WASHER TEN (PTD) -INTERIOR TRIM DRILLER (GE) - GUTTER END CAP (45P) -40Z.TOUCH UP SPRAY PAINT FA EACH JT JOINT TOW TOP OF WALL (MC) _ 84216Z 4% 2 % 2"LONG 16GA.ANGLE(5.9) - MINI CLIP (F14)-12 X 7/8 WASHER TEK (PTD) -INTERIOR WALL PANEL LAP (GS) - GUTTER HANGER STRAP DWG #19-2873-SDL ET ERECTION TOLERANCE MAX MAXIMUM TS TUBE STEEL (GU) - GUTTER EJ EXPANSION JOINT MIN MINIMUM TYP TYPICAL (P4) - Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE(9.9) - ROOF PURLIN (F15)-12 X 7/8 WASHER TEK (PTD)(PLTD) -INTERIOR TRIM LAP (HC) - DOOR HEAD COVER TRIM CITY APPROVED PLANS EL ELEVATION MISC MISCELLANEOUS UNO UNLESS NOTED OTHERWISE (P6) - Z62516Z 2 1/2 X 6 X 2 1/2 X i6GA. ZEE (11.9) - ROOF PURLIN (n7) -,/a"-14 x,"SOS W/WASHER#1(PLTD) - "CL'CLIP/sTRUDTURE CONNECTIONS Sheet EXIST EXISTING MTL METAL VAR VARIES (p7O)_ Z102512R 2 1/2 X 10 X 2 1/2 X 12GA. ZEE (15.9) ROOF PURLIN (Fta) -,/a"-,4 x, (HE) - DOOR HEAD TRIM R-i-d EXP EXPANSION NIC NOT IN CONTRACT VERT VERTICAL t/4"sos uc W/w EN y,E(Pto)(PLND) - 'CC'ROOF DRILLER Jor code complionce EXT EXTERIOR NTS NOT TO SCALE VIF VERIFY IN FIELD (PA) - B4216Z 4 X 2 X 16GA. ANGLE(5.9) - PARTITION ANGLE (F19) -,a x 7/8"sos 2AC W/-HER g4(PTD)(PLTD) -"cL"ROOF uF (HI) - HIGH EAVE TRIM PLANS MUST BE ON JOB SITE FIRS EXTERIOR INSULATION NA NOT APPLICABLE WO WITHOUT (RA) - B4216Z 4 X 2 X 16GA. ANGLE(5.9) - RAKE ANGLE AND FINISH SYSTEM NO NUMBER WT WEIGHT (F2o) -1/4"-14 x, t/a'sos ZAC w/wASHEN p,E(Pro)(PLTD) -"CC"TRIM DRILLER EOS EDGE OF SLAB CA OVERALL (RS) - E64316LR 4 X 6 X 3 X 16GA. STRUT(13.9) - RIDGE STRUT (F21) -,4 x 7/8"sos u W/-ER b4(PTD)(PLro) -'CC'TRIM uP FOR ALL INSPECTIONS 1 0 f 1 1 Page 24 of 56 �w � Q 00 ain 0 0 U W D [If N H V) N Z F- O z U — d Z wp � �vwi�ozw�opo 200'-1 1/2"SLAB DIMENSION Q ¢ w oV N o W_ O Z Z�� w w O W /2 D a z x 9 OR X 1 1/2" 1 DOOR EDGE NOTCH p ¢J��n o�zF3�m I I I I I I 8 I I I I I I I I I I I I I Q Omo¢po?xxN I I I I I I I I I I I I I I I I I I I Q ¢pFp�3�N I I I I I I I I I I I I I I I I I I I Z �OrOw o I I I I I I I I I I I I I I I I I I I - W w�pw��zOZO w wrw23w- 1 1/2"x 1 1/2" WALL EDGE NOTCH Z O> m Q o a m O I I I I I I I I I I I I I I I I I I I U a s 2 I I I I I I I I I I I I I I I I I I I I 8 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 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 e 1 1/2"X 1 1/2" uJ 1 1/2" WALL EDGE NOTCH 200'-1 1/2"SLAB DIMENSION m_ � W O 1 03 200'-1 1/2"SLAB DIMENSION U O O LW _1 1/2' _ D ) 9 1/2"X 1 1/2" O u 1 DOOR EDGE NOTCH OI I� X J `� I I I I I I I I I I I I I I I I I I I - - z O p 1 1/2"X 1 1/2" I I I I I I I I I I I I I I I I I I I WALL EDGE NOTCH N I I I I I I I I I I I I I I I I I I I F I I I I I I I I I I I I I I I I I I I 2 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 I I I I I I I I I I I I I I I I I O 2 ^I B , 1/2"X 1 W" NOTC `V WALL EDGE H 1 1/2" 200'-1 1/2"SUB DIMENSION W SLAB PLAN a s c a l e - 3/32" = 1'-0" J Q N Zo M W � M @co1n� J =Y M jJ Z C6 M N F- .L N U c x W d LL J m O D FBC1f�d CITY APPROVED PLANS S GINEF9oy� DWG y19-2873—SDE Reviewed for Code Compliance 3 Sheet PLANS MUST BE ON JOB SITE OF 5 is41 7 E A Ll�` FOR ALL INSPECTIONS 08/2e/19 2 Of I I Page 25 of 56 < C� 00 200'-0"STEEL DIMENSION a- >- - in 0 -7 0 F7 LLI [If U) (D F- Z r' 200'-0"STEEL DIMENSION 7 -. 77 -. 777 -. 77 -. 777 -. 77 -. 777 -. 77 -. 77 -. -. 777777777 -. 77 -. 77 -. -. 77777 -. 777 -. 77 -. 777777 z-rr z' 0 7 < < 0 AlFRONT ELEVATION as 3/32"= 1'-0" 200'-0"STEEL DIMENSION Ln . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ? . . . . . . . . . . . . . . . . ? IF i i 9 y i i IF i i 9 i i i i i i 9 y i 9 i i i IF i i 9 y i i i y i 9 i i i i i i 9 y i 9 y i i i y i ----------------- - - - - - ----------------- - - - - - ------------------- - - - - ------------------- - - - - ------------------ M T --u7= --m=7 --N7=7---u=7 30 z 0 0 LLJ I F7 —D < 0 u Cf) x 0 00'-0"STEEL DIMENSION 0 CD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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STEP BELOW _ o (DJ) DOOR JAMB (RL) = G GIRT z FASTEN TRIM AT 24" O.C. F2 12 X 1" SID m Q (F2) #12 X 1" S D ( ) ( ) #-D-0_--- -----M B----------------- 2 PER COLUMN PARTITION w ♦. w z o ( ) PANEL Q z o N (C4) COLUMN F'1 w Q N o M w ^ CLIPO d ROLL-UP DOOR ABOVE Iu FLOOR W a(0 LO (FC) M _ L: (MC) MINI-CLIP o U > F. O CO o a 0 J2Y �o 4 Y J04 (RW) WALL PANEL J Z m m (C) COLUMN 04 v o m a W � aLL vf0 pRo'ge$ ERECTOR NOTE: m (F1) EXP. ANCHOR ti'�`�GINEF Loy WHEN 6" CORNER OCCURS AT ENDWALL UNIT, 0 (1) PER (FC) �"3 9 NOTCH EAVE CHANNEL TO CLEAR DOOR JAMB 4l �� DWG #19-2873-SDE SEA�� U COLUMN FLOOR BASE CLIP U TYPICAL GIRT U DOOR HEAD 08/29/19 1 U DOOR JAMB 8" CORNER Sheet CITY APPROVED PLANS Re ie d fo Code Compliance g o f 1 1 PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Page 31 of 56 �w � Q 00 in w } 0 0 COL o' N F � (RW) WALL PANEL STEEL DIM. STEEL DIM. COL o F-- UZ m D.O. WIDTH 8" 8" D.O. WIDTH (RL) PARTITION PANEL w 3 w STEEL DIM. (RW) WALL PANEL (PA) (F2) #12 X 1" SD o wo w o m (MC) MULLION COVER o PARTITION a Nzz��QFQQ � ANGLE � w (C) COLUMN w (C) COLUMN V) 5 (F7) #12 X 1 1/4" SD Z o�g�ooN�zo SLAB EDGE BELOW 24" O.C.fA o ® -- - - - COL COL _ BASE ANGLE BELOW BASE ANGLE BELOW @ ® N a w�Jo o�wz � i SLAB EDGE BELOW __------------_---—------------_______ _ SLAB EDGE BELOW (OU) OUTSIDE GONG. STEP BELOW o (RW) WALL PANEL z amOzoz�Um CORNER TRIM STEEL DIM. --------------------------------------- iii J o o a 3 0 a z STEEL DIM. STEEL DIM. 3 (DJ) DOOR JAMB (DJ) DOOR JAMB w o aWFo F10 12 X 7 8' SD co m ( ) # / (C4) COLUMN ii ~ m (C425) COLUMN 24 O.C. w z (F2) #12 X 1° SD—_. � o z ��wiwi�wo ao COL ROLL-UP DOOR ABOVE_iY YI ROLL-UP DOOR ABOVE w w ~aazmz�amU (PA) PARTITION ANGLE (RL) PARTITION PANEL g m LIB �� OUTSIDE CORNER �� 16" DOOR MULLION WALL �� WALL WITH PARTITION O IU 11 I � � m O (n � 00 U O o w O U w x OJ O COL O 3 1/4" STEEL DIM COL COL STEEL DIM 4 3/4" STEEL DIM X (F21) #14 X 7/8" ZAC STEEL DIM. STEEL DIM. 6" O.C. CD (CL-504) CONT. MASTIC (CL430) OUTSIDE CLOSURE N (CL-200) LOW FIXED CLIP SS-246) GUTTER STRAP (CL-7710) RAKE SUPPORT (F7) #12 X 1 1/4" SD ( *(CB INSIDE CLOSURE 24" O.C. (EC) EAVE CHANNEL 48" O.C. -14 X 1 1/4" ZAC o (RA) RAKE ANGLE (CL) ROOF PANEL (CL) ROOF PANEL (F21) #14 X 7/8" ZAC (C) COLUMN . MASTIC UNDER T.O.S. VEL STRIPS Q -—- - • T.O.S. rn m rn III T.O.S. Q c� M (SS-111) SSR RAKE TRIM (CL7760) BACK-UP PLATE (F2) #12 X 1" SID OOF PANEL L >m LO (P6) 6" PURLIN (SS265) HIGH SIDE (SS-240) GUTTERJ = 1 o Mp(F19) #14 X 7/8" ZAC EAVE TRIM (F19) #14 X 7/8" ZAC12 X 1" SD Z cdN(F2) #12 X 1" SD 12" O.C. (F2) #12 X 1" SD (F10) #12 X 7/8" SD (C) COLUMN 12" O.C. AVE CHANNEL � o(CLOUT) CLOSURE 12" O.C. (EF) EAVE FLASHINGW cD a a (C) COLUMN (CLOUT) CLOSURE (RW) WALL PANEL (C) COLUMN m (RL) PARTITION PANEL (RW) WALL PANEL (RW) WALL PANEL (DK) DOWNSPOUT :3�F 3 DWG #19-2873-SDE S41 TER 3 COLUMN C IP 4 RAKE 15 HIGH EAVE 16 LOW EAVE 0812911 Sheet CITY APPROVED PLANS 9 0f 1 1 Reviewed for Code Comp/ionce PLANS MUST BE ON JOB SITE Page 32 of 56 FOR ALL INSPECTIONS �w � Q 0� 00 - U m U ROOF INSTALLATION NOTE: REFERENCE MANUFACTURER'S TECHNICAL/ERECTION z o INFORMATION MANUAL FOR STANDING SEAM METAL o ROOF GENERAL INFORMATION AND ERECTION SEQUENCE. F U � Z N N Z � O Z U — COL COL COL COL � STEEL DIM STEEL DIM STEEL DIM STEEL DIM STEEL DIM STEEL DIM STEEL DIM STEEL DIM z wo N 8" 'LAP (F17) 1/4" X 1" SID 8.. LAP F17 (MIN) (2) PER CLIP (CL-200) LOW FIXED CLIP ( ) 1/4" X 1" SD (CL-200) LOW FIXED CLIP o (MIN) (2) PER CLIP �o amp w (CL-200) LOW FIXED CLIP (CL) ROOF PANEL (CL) ROOF PANEL (CL-200) LOW FIXED CLIP (CL) ROOF PANEL (CL) ROOF PANEL T.O.S. _ T.O.S. _ — T.O.S. T.O.S. a N _----------- — - - - o rzZrw� 11. •1I (F2) #12 X 1" SD Ij• .jl � o So 0Nm��3Rm .I (P6) 6' PURLIN z �moz�mzwa — II.— ----------------- #12 X 1' SD a z� 3swr��N P6 6" PURLIN < (P6) 6" PURLIN ( ) (P6) 6" PURLIN (P6) 6" PURLIN C COLUMN I C COLUMN o w�w?ziQ000 (F2) #12 X 1" SD I I (C) COLUMN ( ) w I I (F2) #12 X 1" SD I Iz �o>�maffiam as Z, I I I I LIB �� 6" PURLIN LAP SIDE �� 6" PURLIN LAP SECTION �� 6" PURLIN SIDE �� 6" PURLIN SECTION �' M O co O O O II O O x 0 O O f— x O N w J Q J W � M @coLn� J =Yb M jJ Z l6 M N �L N U c x fw f�D d LL J m O p 0 FNOf�,, CITY APPROVED PLANS S��GIN EF��y� DWG #19-2873-SDE 3 Reviewed for Code Compliance PLANS MUST BE ON JOB SITE is of� +` Sheet of Tf A�� FOR ALL INSPECTIONS 08/29/1e 10 of 1 1 Page 33 of 56 �w � Q 0� 00 ain 0 0 U W D [If N H V N Z F- O z U — d Z wo � �vwi�ozw�o�o QU1 � w�Omi�O�p� W_ O Z Z � w�Q ZO wO�W - o a��n o�zF3�m Z mOZU�i�ar 30 o�v Q 3�oQwQ3Q� a �w � o0 w - p Z O ~OE�mQoam U as L ) T m W O ERECTOR NOTE: rlr� PLEASE REFER TO CENTRAL—LOC _® \_ � NSTALLATION GUIDE FOR DETAILED ,I. � J 0 NSTALLATION INSTRUCTIONS FOR ERECTOR NOTE: �H STANDING SEAM ROOF. PARTITION PANELS HAVE BEEN SUPPLIED TO REACH ROOF LINE. A Ax 0 0 0 NOTCH TOP PARTITION PANEL TO W I — MATCH ROOF LINE AND CLEAR -D I--) PURLIN LEG AS NEEDED TO 0 0 Cn 2'-0" CLOSE IN THE UNIT. — PARTITION PANELS MAY BE BACK (F18) 1/4"-14 X 1 1/4" ZAC LAPPED TO CLEAR PURLINS.COVERAGE � X 0 LL- (8) PER PANEL (C 512) BEVELED TAPE SEALER "TE"ioe (CL426) INSIDE CLOSURE z 0 (CL) ROOF PANEL (CL504A) CONT. MASTIC 'PANEL LAP DETAIL(CL) TOP AND BOTTOM OF CLOSURE COLUMN X 41 (F2) #12 X 1" N E SD TEK (PLTD) AVE CHANNEL (F8) #12 X 7/8" WASHER TEK �7(1`5) #12 X 1 1/4" WASHER TEK (4) PER COLUMN 20" O.C. MAX (3) PER GIRT - PER SHEET PER SHEET SSR PANEL ROOF w EAVE FASTENING r 3'-0" COVERAGE a w R—PANEL WALL o ¢ NZo M 2-° SAVE AND BASE FASTENING U 00 PQ Lu (0 M COVERAGE o ��GINpF9 0 Q J =y o � Jz C6 3 N U c K (F2) #12 X 1" SIDS (CL) ROOF PANEL (CL200) FIXED CLIP "._ L L LL (2) PER CLIP ��I 12%, J LL m 08/29/19 :3 ____-- 1 —0 1 —0 1 —0 0 (F8) #12 X 7/8" WASHER TEK Z (F5) #12 X 1 1/4" WASHER TEK 20" O.C. MAX (3) PER GIRT — PER SHEET DWG #19-2873—SDE (P) PURLIN 3'-0" COVERAGE CITY APPROVED PLANS I SSR PANEL ROOF R—PANEL WALL Reviewedfor Code Compliance R—PANEL PARTITION Sheet PURLIN FASTENING GIRT AND DOOR HEAD FASTENING PLANS MUST BE ON JOB SITE SHEET FASTENING LAYOUT E 1 Of 1 1 FOR ALL INSPECTIONS I Page 34 of 56 W STRUCTURAL NOTES �2 Q ,C� BUILDER/CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT PLANS AND SPECIFICATIONS COMPLY W11H 160'-0"STEEL DIMENSION 00 APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. METAL BUILDING STRUCTURE DESIGNED PER THE FOLLOWING LOADING: (16) 10'-0-BAYS d } D7 CODE: IBC 2015 WIND: 115 MPH EXPOSURE C WINDLOAD 2 ROOF LOAD: 20 PSF ROOF LIVE LOAD SEISMIC: 0.34/ZONE B s 3 01 SNOW LOAD: 25.2 PSF(MAX) ROOF SNOW LOAD x Sj (nz4,A)zo'-4- (nza,A)zo'-4- (nza,A)zo'-4- (nza,A)zo'-4- (nza,A)zo'-a' (nza,A)za'-a' (nza,A)za'-a' (nza,A)za-a' Z O (EO,o'-z' (EF), ' (EF),o'-z' ' (vl,o'-z' (EO,o'-z• DESIGN LOADS DESIGNATED WITHIN CONTRACT AND DRAWINGS DO NOT ALLOW FOR ANY TYPE OF F7 CY SUSPENDED SYSTEM (E.G. LIGHTS, INSULATION, DUCT WORK, PIPING, ETC.) SUSPENSION OF ANY LOAD U W INDUCING SYSTEM IS EXPLICITLY PROHIBITED UNLESS A CORRESPONDING REDUCTION IN CERTIFIED LIVE/SNOW LOADS CAN BE PERMITTED BY CODE. m ry D_ !n H DESIGN AND SPECIFICATION OF BASE STEEL TO CONCRETE SLAB ANCHORING IS NOT THE RESPONSIBILIT'r _ OF THE BUILDING MANUFACTURER. [i (D F- BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR CONCRETE SLAB FOUNDATION DESIGN, U Z 0_ THICKNESS, MATERIALS,SITE SOIL CONDITIONS OR OTHER CONCRETE/MASONRY CONSTRUCTION. _ - d ALL STRUCTURAL CONNECTIONS ARE TO BE MADE PER FASTENING DETAILS PRESENTED HEREIN.ALL 3 - - - - - -- - - - - - - -- - - - -- - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - STEEL FRAMING AND SHEETING MATERIALS MUST BE INSTALLED TO VERTICAL PLUMB AND HORIZONTALLY LEVEL. x Z . w O THE BUILDING MANUFACTURER AND THE PROFESSIONAL ENGINEER SEALING THESE DRAWINGS ARE NOT F z N o F Y w w THE PROFESSIONAL ENGINEER OF RECORD FOR THE ENTIRE PROJECT.THE PROFESSIONAL ENGINEER'S AQ N z z~ ¢o SEAL PERTAINS ONLY TO THE STRUCTURAL DESIGN OF THE METAL BUILDING SYSTEM. IT DOES NOT APPLY q m 0_ moo TO THE FOUNDATION SYSTEM, MASONRY DESIGN OR ANY OTHER ASPECT OF THE PROJECT UNLESS SPECIFICALLY STATED IN THESE DOCUMENTS. CS _ Z wmgmwoo�zowo } m�a� ao Ezo wV(�Ua Q w�Omw JV�o� (EF),o'-z' (EF),o-z o'-z" (EO,o-z' (EO,o'-2' (EO,o'-z' (EO,o'-z' (EO,o'-z" WF),o'-z (EO,o'-z' W OJzz J�c~i�w JOBSITE FIELD CONDITIONS NOTES: xn nz4,A„o'-a• nz4,A,zo'-4• nz4,A,zo'-.• nz4,A,zo'-a• nz4,A,zo'-a• nza,A)za'-a• (nza,A)za'-a• (nza,A)za-a• -ozF BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR ANY LOADS TO STRUCTURE NOT INDICATEDo�j�mkw� AT THE TIME OF PURCHASE.ANY ALTERATIONS TO THE STRUCTURAL SYSTEM, REMOVAL OF ANY a _ o z 3 w COMPONENT PARTS OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE DIRECTION OF REGISTERED ARCHITECT,CIVIL OR STRUCTURAL ENGINEER. (16) 10'-0-BAYS Q m zo z om i a m 30 ow ALL CONCRETE AND MASONRY CONSTRUCTION MUST BE FLAT, LEVEL AND SQUARE PER THE SLAB PLAN 160'-0"STEEL DIMENSION sm DIMENSIONS HEREIN. < ALL JOBSITE DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BEFORE ERECTION OF BUILDING LZLI ��zc�izd STRUCTURE. p rr'o-wFwi�woo � w FQowu Z ~V E ro Q d m ALL OMISSIONS, CONFLICTS AND DISCREPANCIES SHALL BE REPORTED TO THE BUILDING MANUFACTURER O WE BEFORE PROCEEDING WITH PROJECT WORK. U a a ALL TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK,CRIBBING, WINDBRACES OR OTHER ELEMENTS REQUIRED FOR THE BUILDING ERECTION ARE TO BE DETERMINED BY AND SUPPLIED BY BUILDER/CONTRACTOR. BUILDING MANUFACTURER HAS MADE A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS 160'-0"STEEL DIMENSION THAT CAN BE SAFELY ERECTED. JOB SITE SAFETY INSTRUCTION, SAFETY EQUIPMENT AND CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. (16) 10'-0-BAYS < ALL COMPONENTS SHIPPED SHALL BE THOROUGHLY INSPECTED AND ACCOUNTED FOR AT THE TIME OF Q0 DELIVERY.ALL MATERIAL SHORTAGES OR DEFECTS MUST BE REPORTED WITHIN FIVE(5)WORKING DAYS OF MATERIAL DELIVERY TO THE BUILDING MANUFACTURER. 2 ° 3 � DIAPHRAGM ACTION OF THE METAL PANELS AT INTERIOR PARTITION WALLS IS UTILIZED FOR THE STABILITY s CT) O OF THIS BUILDING. ANY MODIFICATION OR UNAUTHORIZED CUTTING OF INTERIOR PARTITION PANELS IS (nzs,gzo'-4^ (nza,A)zo'-a^ (nza,A)zo'-a• (nza,A)zo'-a• (nza,A)zo'-a• (nza,Aza'-4• (M-A).-a' (Mz ATa'-a• ry EXPRESSLY PROHIBITED BY THE BUILDING MANUFACTURER. (EF>,o'-z• (EF),o'-z• (EF),o'-r (EF),o'-r (EF),o'-r (ET),o'-r (ET),o'-z• (EF),o'-z° (ET),o'-r (ET),o'-z• (ET),o'-z• (ET),o'-z• (En,o'-z• (ET),o'-z• (MCO. • (Efl,o•-r = �y_-� PARTITION PANELS HAVE BEEN SUPPLIED TO REACH ROOF LINE.THE TOP PARTITION PANEL CAN BE NOTCHED TO MATCH ROOF LINE AND CLEAR PURLIN LEG TO CLOSE IN THE UNIT AS DESIRED. (Yl u ro v INSTALLATION NOTES: U O Z z_ w FIELD CUTTING OF STRUCTURAL, SHEETING AND TRIMS FOR SPLICE AND FINAL FITTING OF COMPONENTS - IS REQUIRED. - 4 Q w 0 0 3 O ALL ROOF PANEL LAPS SHALL BE SEALED WITH (MINIMUM)WIDTH MASTIC TAPE AS PROVIDED FOR V - T.ALL SHEET PROFILE FOAM CLOSURES EAVE, WALL AND RIDGE CONDITIONS AS PROVIDED LPL O FOR PR FOR PROJECT MUST BE INSTALLED AS SHOWN HEREIN. REIN. �� J WALL PANELS AND WALL TRIMS,AT INTERIOR AND EXTERIOR,ARE TO BE SET WITH 1/4"CLEARANCE O ABOVE CONCRETE SURFACES AND AT ANY LOCATIONS WHICH MAY BE SUBJECTED TO CONTACT WITH STANDING WATER. LAP ALL FLASHINGS 2"MINIMUM AND SEAL AS REQUIRED FOR WATER TIGHTNESS S ALLOW 1/4"TOLERANCE AT EACH END FOR PURUNS, HEADERS AND GIRTS. EF),a-z E a-z (nza,gzo'-.•r, 7777-(n o- F o-z E - E 2 1.-2 1.-z ,o za,gzo'- ( IA)2o'- (.zags-a o(nza,A)z 1' o(nz.,A)za-a• GINCFdp U-) DRAWING INDEX �y 3 n 1 LEAD SHEET, GENERAL NOTES, SCHEDULES, KEY PLAN (16) 10'-0-BAYS 2 SLAB PLAN 3 ELEVATIONS 160'-0"STEEL DIMENSION �+ pF •+� 4 FLOOR PLAN �( 5 FRAMING PLAN 08/29/19 6 PARTITION PLAN 9 DETAILS KEY PLAN 7 ROOF PLAN 1 )DETAILS gJ 8 DETAILS 11 DETAILS s c a I e - 3/32"= 1'-Q" pµEsloe cLosMREs�RaDDEo FOR eASE of Ex,ERIOR w J o STANDARD ABBREVIATIONS STRUCTURE ABBREVIATIONS SHEETING ABBREVIATIONS FASTENER ABBREVIATIONS IALunOrvGuoEµTRIM�ABBREVIATIONS M AFF ABOVE FINISHED FLOOR FBO FURNISHED BY OTHERS OC ON CENTER (BA) - B4216R 4 X 2 X 16GA.ANGLE(5.9) - FLOOR BASE ANGLE (ML) - 29GA. M-LOC WALL PANEL (F1) -1/2"X 2 3/4"CONC. EXPANSION ANCHOR -BASE TO SLAB CONNECTIONS (BTR) - 7/8"ROLL MASTIC (ICB) -INSIDE CORNER BOX LLJ @(G LO APPRO% APPROXIMATE FDN FOUNDATION OD OUTSIDE DIAMETER "p E"� BLDG BUILDING FF FINISHED FLOOR ON OPPOSITE HAND (BC) - U42516Z 4 1/8 X 2 7/8 X 16GA. CHANNEL(9.9) - FLOOR BASE CHANNEL (RL) - 29GA. R-LOC WALL PANEL (F2) -12 % 1 SELF-DRILLING TEK (PLTD) -STRUCTURAL STEEL CONNECTIONS (CLIN) - R PANEL INSIDE FOAM CLOSURE (JA) -DOOR JAMB TRIM J =Y M BLK BLOCK FOB FACE OF BLOCK OR BRICK Opp OPPOSITE (C4) - C4216Z 4 X 2 X 16GA.CEE(8.9) - 4"COLUMN (PL) - 29GA. PANEL-LOC WALL PANEL (F3) -12 X 1 SELF-DRILLING TEK(PLTD) -PARTITION SHEETING (CLOUT) - R PANEL OUTSIDE FOAM CLOSURE (JC) -DOOR JAMB COVER TRIM Q O SM BEAM FOS FACE OF STEEL PTN PARTITION (C6) - C62516R 6 X 2 1/2 X i6GA. CEE(11.9) - 6"COLUMN J Z (6 M N ROT BOTTOM FT FOOT OR FEET FAD RADIUS (RR) - 26GA. PER ROOF PANEL (F4) -12 % 2 SELF-DRILLING TEK(PLTD) -PARTITION ANGLE CONNECTIONS (GEOCEL)- GUTTER SEAL (MC) -DOOR MULLION COVER TRIM - 1` BLKG BLOCKING FTC FOOTING REF REFERENCE (DH) - C4216Z 4% 2 X 16GA. CEE(8.9) - DOOR HEAD (RW) - 26GA. PBR WALL PANEL (FS) -12 % 1 1/4 WASHER TEK (PTD) -EXTERIOR WALL SHEETING m C/L CENTERLINE GA GAUGE READ REQUIRED (DJ) - C43516Z 4 X 3 1/2 X 16GA. CEE (11.9) - DOOR JAMB (IN) - R PANEL INSIDE CORNER TRIM (OCB) -OUTSIDE CORNER BOX CJ CAULK JOINT GALV GALVANIZED REINF REINFORCED (CL) - z4DA.CENTRAL-SSR (F6) -12 % 1 1/4 WASHER ZAC (PTD)(PLTD) -ROOF SHEETING (OU) - R PANEL OUTSIDE CORNER TRIM (PB) -PEAK BOX CITY APPROVED PLANS (EC) - U4216Z 4 1/8 X 2 3/8 X 16GA. CHANNEL(8.9) - EAVE CHANNEL COG CEILING GC GENERAL CONTRACTOR RO ROUGH OPENING za•ROOF PANEL (F7) -12 X 1 1/4 WASHER TEK (PTD) -EXTERIOR TRIM DRILLER COL COLUMN GRND GROUND SECT SECTION (ES) - E64316LZ 4 X 6 X 3 X 16GA. STRUT(13.9) - EAVE STRUT (CM) - DOOR CORNER MULLION TRIM (REND)-RAKE TRIM END CAP CON CONCRETE OR GRADE SF SQUARE FOOTAGE (CL-zoo) - SSF FIXED CUP (FS) -12 X 7/8 WASHER TEK (PTD) -EXTERIOR WALL PANEL LAP CTR CENTER GWB GYPSUM WALL BOARD SIM SIMILAR (FC) - AS MANUFACTURED - FLOOR CLIP (DK) - DOWNSPOUT WITH KICK OUT (RT) -RAKE TRIM Reviewed for[ode Compliance (F9) -12 X 7/8 WASHER ZAC(PTD)(PLTD) -ROOF PANEL LAP DEL DOUBLE HORIZ HORIZONTAL SO SQUARE (G) - C4216Z 4% 2 % 16GA. CEE(8.9) - GIRT (DSS) - DOWNSPOUT STRAP (SA) -HALL TOP TRIM DIET DETAIL HT HEIGHT STD STANDARD (HA) - B4216R 4 X 2 X 16GA.ANGLE(5.9) - HALL TOP ANGLE (F10)-12 X 7/8 WASHER TEK (PTD) -EXTERIOR TRIM LAP PLANS MUST BE ON JOB SITE DIA DIAMETER ID INSIDE DIAMETER STL STEEL (HR) _ C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT (F11)-1/8 POP RIVET -EXTERIOR TRIM (EF) - EAVE FLASHING (TI) -ROOF TIE IN TRIM DWG DRAWING INSUL INSULATION TOD TOP OF BEAM (FRC) - FORMED RIDGE CAP (TR) -ROOF STEP TRANSITION FLASK DIM DIMENSION IN INTERIOR TOO TOP OF CONCRETE (JR) - C62516R 6 X 2 1/2 X 16GA, CEE(11.9) - JACK RAFTER (F12)-12 % 1 1/4 WASHER TEK (PTD) -INTERIOR WALL SHEETING FOR ALL INSPECTIONS DR DOOR INFO INFORMATION TOS TOP OF STEEL (M) - C12416Z 12 X 4 X 16GA. CEE (20.9) - MULLION (F13)-12 X 1 1/4 WASHER TEK (PTD) -INTERIOR TRIM DRILLER (GE) - GUTTER END CAP (45P) -40Z.TOUCH UP SPRAY PAIN: EA EACH JT JOINT TOW TOP OF WALL (MC) _ 84216Z 4% 2 % 2"LONG 16GA.ANGLE(5.9) - MINI CLIP (F14)-12 X 7/8 WASHER TEK (PTD) -INTERIOR WALL PANEL LAP (GS) - GUTTER HANGER STRAP ET ERECTION TOLERANCE MAX MAXIMUM TS TUBE STEEL (GU) - GUTTER EJ EXPANSION JOINT MIN MINIMUM TYP TYPICAL (P4) - Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE(9.9) - ROOF PURLIN (F15)-12 X 7/8 WASHER TEK (PTD)(PLTD) -INTERIOR TRIM LAP EL ELEVATION MISC MISCELLANEOUS UNO UNLESS NOTED OTHERWISE (P6) - Z62516Z 2 1/2 X 6 X 2 1/2 X 16GA. ZEE (11.9) - ROOF PURLIN (F17) -1/4"-14 x,"SDS W/WASHER gt(PLTD) - "CL'CLIP/STRUCTURE CONNEOTIONs (HC) - DOOR HEAD COVER TRIM EXIST EXISTING MTL METAL VAR VARIES (P10)- Z102512R 2 1/2 X 10 X 2 1/2 X 12GA. ZEE (15.9) ROOF PURLIN (Fta) -,/4"-,a X, t/4"SIDS a W/WASHER y,E(Pto)(PLNS) - 'CC'ROOF DRILLER (HE) - DOOR HEAD TRIM E P EXPANSION NIC NO IN CONTRACT VERT VERTICAL Sheet T EXXT EXTERIOR NTS NOT TO SCALE VIF VERIFY IN FIELD (PA) - B4216Z 4 X 2 X 16GA. ANGLE(5.9) - PARTITION ANGLE (F19) -14 X 7/e'SDS 2AC W/WASHER#4(PTD)(PLTD) -'CC'ROOF LAP (HI) - HIGH EAVE TRIM FIRS EXTERIOR INSULATION NA NOT APPLICABLE WO WITHOUT (RA) - B4216Z 4 X 2 X 16GA. ANGLE(5.9) - RAKE ANGLE (FZO) -,/a"-,a x, t/a"SOS RAC W/WASHER b,E(PTD)(PLTD) - "CC"TRIM DRILLER AND FINISH SYSTEM NO NUMBER WT WEIGHT EOS EDGE OF SLAB CA OVERALL (RS) - E64316LR 4 X 6 X 3 X 16GA. 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ERECTOR NOTE: (��I f=..r C X PLEASE SEE PARTRION PLAN (n O l6 160'-0"STEEL DIMENSION roR oE(AIL oAu-ours W �� d LL J m FRAMING PLAN a s c a 1 e - 3/32"= 1'-0" y C'INpfJ'�o CITY APPROVED PLANS DWG19-2873-SDE��a F9 4� # Reviewed for Code Compliance 3 PLANS MUST BE ON JOB SITE t of` s Sheet FOR ALL INSPECTIONS ,41 08/29/19 5 of 1 1 Page 39 of 56 �w � Q 00 ain 0 0 U W Z Z n F n 1n Z 1n H 160'-0"STEEL DIMENSION Z (16) 10'-0"BAYS Z wo FZNo~� J o�? o��za an,a n an,a an,� a an,� an,� a an,� 9 ana a ana ana n ae,z vn,z n va,z va,z n va,z vn,z n vn,z Z Q�oQ Q��ZwQ e a w�omF�o�o� a w�Qo�Nwa�� z a o q � ap a'-via/a' rn)u'-v /.' rnp S-v /.- vnp T-� /.- vn)u'-v /.- vn),S-� /r a),a'-v a/.• vn),S-� /.- vn),a'-� /. vn),a'-v'/. vn),a'-v'/. vn),a'-v /.• vn),a'-v /.• an),a'-v /.• an),a'-�'/o an),a'-v'/r - Q ¢�-z F — al s 7 J 3�9��a¢sz� 6 9 L� wJ ¢'pow 0 ~�--maoam 6 T eoeo eoeo eoeo eoeo eoeo eo q T eom eoeo eoeo eoeo eoeo eoeo eoeo eaeo eaeo eaeo (16) 10'-0"BAYS Q 160'-0"STEEL DIMENSION O 1 m 00 0 160'-0"STEEL DIMENSION v IO (16) 10'-0"BAYS D 0 x U 0 q 6 O J LL ao E MZ Ln as_, s_, ,3-, (.5)(((( (,5 ,3- ,3 ,1--(- — —, R— 0,10 ,.5„a -,a „ o a -,o. „ ,.5„R1s-,o- 1s'-,o- „ 1s-,o- s— — ,sXz1R{,_,s,.- - ---- r� 1s W Joao Joao eoao eoao eoao eon eon eon ao� ao� ao� ao� aoeo aoao eoao �� fn 9 e Q (V (EOM @W (o (16) 10'-0"BAYS M n J =Y M 160'-0"STEEL DIMENSION J Z a@.M N N U c x f(D` a lLL PARTITION PLAN 5 m s c a l e - 3/32" = 1'-0" 0 CITY APPROVED PLANS fi C�1NeFJioy DWG #19-2873—soE Reviewed for Code Compliance PLANS MUST BE ON JOB SITE 3 Sheet FOR ALL INSPECTIONS °si°E4<<+� 08/29/19 6 of 1 1 Page 40 of 56 �w � Q 00 ain 0 0 U W Z Z n (n Z (n o H 160'-0"STEEL DIMENSION Z d Z wo O >z of J g _ e'I,1 uRury ua uRury up u8ury up u8ury up u8ury vp puRury lAv u8ury up I I I I I I I I I I I I I I I (P6)20'-e" I I I I I I I I I I I I I I I � wwOmwJO�p� (Pm.-6" (PO.-6" (P6)Ro'-e" (Pe)20'-8' (P6)rzo'�" (P6)rzo'�" (P6)20'-6' D_ F z I I I I I I I I I I I I I I I W' ZQ�t/1 I. 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(P6j20'-e"1 (P6)x0'-e"I (pb)2o'-e'I d m tt¢ (RP)19'-u 7/8' I (RP)19'-11]/8" 1 (W)19'-11]/8' (m)15'- ]/8" (rsp 9'-n]/e' (PP)19'-n r/e" (PP)i 9'-n P/e" 1 (RP)19'-11]/8" - ¢ In o z 3 w w t o (Pb)zo'-b" (Pb)2o'-e- (PF)2o'-e' (Pb)zo'-e" (Pb)m'-e• (PG)20 (Pe)2o-e" (Pbua'-°" Z m o Z,- o z j m 9 P62o- 1-10'-b" (Pe)2o'-b" (PO.-° a rr ol`li' 62o el I I I °I I I I °I I I I I I I J 3��ttOaQ?ww Q F p � I I I I 10 P I 19 I I I I I I I I I I Q �3a� y (PW) -1"1 1 (P8)20'�"1 U w wFw=�wZ0 I I I 9 10 I I I I I I I I I I L� mwJW_�<'p�U Z ~O��mQoam P6 RO-a1 P6 Ro-a1 P6 RO-81 P82o-e1 P82o-e1 P82o-81 P62o-81 P62o-81 [Ld 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 7/8" (Fc)t9'-,1 7/8" (Fc)ts'-I1]/e" 15(Fc)t9'-It]/°' (Fc)10'-II 7/8" (Fc)IO'-tt]/°" (Fc)I0'-tI]/V (po)l P'-11]/V 9 Q 160'-0"STEEL DIMENSION O 1 m� ^^ W M�MJ W 0 160'-0"STEEL DIMENSION v ICI O W / nD Q U) L U X O I 15 � O J E-L- 9 uRury uw uRury I.w uRury uP uRury IAP uRury lap uRury IaP uRury IaP upury IaP - I I I I I I I I I I I I I I I X I I I I I I I I I I I I I I I P6)R°'-6 P6)R°'-°' P6)R-6' P6)R°'-6• b'�' P6)2a'�' P6)26'-6' (p6)2o'-6• o I I I I 1 I I z 20 1 1 L_{) (Pb)20'-e"I (P6)20'-e"1 (Pe)20'-e"I (Pe)2o'-e"I (Pe)20'-ery (P6)20'-8"1 (Pe)2o'-8"1 (P6) 8"1 - - 0 0 I (PP)19'-u]/e" I (RP),9'-„]/8' I (PP)s'-1,7/8" (PP)l-11]/e' (PP)s'-l1 Id (Pp)14-ll v/e' (PP)19'-11 lC (°P)Ip'-11 7/8' (Pe)2o'- °._ (Pe12°'- (P6)2°'-°" (P6)2°'- tc (P6)2o'-6• (P6)Ro'-6" (P6)2b'-6" (P6)rzo'�" (P6)rzo'�• (P6)2o'-6" (P6)2o'-6" (P6)2o'-6" 1� 19 (Pb)20'-°-1 (vb)2o'-e'1 I I I 16 I 18 I I I I I I I I I I I � I I I g I 10 I I I I I I I I I I (P6)2o'-e" (P6)2o'-e" (P6)RO'-e' (P6)3o'�" (P6)2o'�" (P6)20-6" (P6)20-6" (P6)rz0'-6' W I I I I I I I I I I I I I I I J 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 Q (Ec)19'-„7/b' (Ec)19'-,I 7/e" (Ec)19'-,I]/e" 15(Ec)19'-,I]/e" (Ec)19'-,I]/e" (Fc)19'-,I]/e" (Fc)IO'-II]/V (Fc)IO'-II]/V U) Q N co M W M mco,6� J =Y M 160'-0"STEEL DIMENSION j J Z c M N 04 N L U c m ` a lLL ROOF PLAN 5 m CITY APPROVED PLANS o Reviewed for Code Compliome P �Jy y�aGINpFq v� DWG #19-2873-SDE PLANS MUST BE ON JOB SITE 3 FOR ALL INSPECTIONS Sheet a� 5 08129/19 7 of 1 1 Page 41 of 56 �w � Q 0 COL °� D- } SLAB DIM. COL 07 COL COL 1 1/2" STEEL DIM. SLAB DIM. 0 SLAB DIM. SLAB DIM. o Q 9 1/2" 1 1/2" w STEEL DIM. 1 1/2" STEEL DIM. N 1 1/2" STEEL DIM. F_ 'f'7 im� z F- II II 0 Z z = = CD (MC) MULLION COVER (DJ) DOOR JAMB (C) COLUMN w z (RW) WALL PANEL = w z N w~ _ o w \ \ 0_= N w N w z o�'wiE a_ > Li Q a Dw (F2) #12 X 1" SD \ > (BA) BASE ANGLE w w 1 1 _ (4) PER COLUMN w w �NoozB�ozQ II II o o 0 ww �o 0 F.F. F.F. (F2) #12 X 1" SD— (2) - (BC) BASE - .F. (2) PER COLUMN a w om�ao�o CHANNEL (CLIN) INSIDE CLOSURE < w ozzJ��allo da ° a a d wsQoo�w x� wzoEXP. ANCHOR CHOR w z800'a3�oo m�z� :K'o�(F1) EXP. AN 6° FROM EACH END 91�2 � (2) PER (BC) AND 3'-0" O.C. a d w�m a H o0awo��3�� n r�)zmaoamU U as DOOR EDGE SLAB NOTCH 2 WALL EDGE SLAB NOTCH 3 DOOR EDGE BASE 4 WALL EDGE BASE ANGLE �D 9 1/2" X 1 1/2" NOTCH 1 1/2" X 1 1/2" NOTCH O m rll� O O U U o C 0 L LLJ I� STEEL DIM. (RW) WALL PANEL 0 U o X O COL _ yy'-"Y- ROLL-UP DOOR ABOVE m O J (RW) WALL PANEL FROLL-UP DOOR (C4) COLUMN z N ., STEEL DIM. o - Q % (F2) #12 X 1 SD (F2) #12 X 1" SD o "- ------- ------ (DJ) DOOR JAMB w X 2 PER LOCATION COL ( ) CONC. STEP BELOW (MC) MINI-CLIP - ------ ----- --------------- J'1' a Ln STEEL DIM. STEEL DIM. (HE) HEAD TRIM (DH) DOOR HEAD (RW) WALL PANEL FASTEN HEAD TRIM W/ (F7) #12 X 1 1/4" SD I I (2) (F7) PER PIECE 24" O.C. - COL FASTEN WALL PANEL (HC) HEAD COVER SLAB EDGE BELOW AT 12" O.C. (C) COLUMN (F2) #12 X 1" SD (OU) OUTSIDE CORNER TRIM (¢) PER LOCATION w (F7) #12 X 1 1/4" SD (CM) CORNER MULLION COVERColl 0 (2) PER LOCATION © CLIP (DJ) DOOR JAMB (F7) #12 X 1 1/4" SD J RL = z FASTEN TRIM AT 24" O.C. 24" O.C. (F2) #12 X 1" SD ( ) (G) GIRT z y PARTITION lt w w (2) PER COLUMN PANEL Q '• O D.O. WIDTH 8„ �qEo PpORS� J u�o N w zo \ ��GiNEF9 (FC) FLOOR CLIP Q � w 0 Lu -0 m M 0 w I (MC) MINI-CLIP oo STEEL DIM. 3 J =Y'T M d - - -- F.F. N __ F.F. 4, OF �: J Z wa m N Y w (C) COLUMN �tiEt�� N m 08/29/19 Lo- o ° a CITY APPROVED PLANS " - ERECTOR NOTE: (F1) EXP. ANCHOR WHEN 6" CORNER OCCURS AT ENDWALL UNIT, Reviewedfor Code Compliance (1) PER (FC) NOTCH EAVE CHANNEL TO CLEAR DOOR JAMB PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS �� COLUMN FLOOR BASE CLIP �� TYPICAL GIRT &DOOL�� (8D Sheet 8 of 11 Page 42 of 56 �w � Q 00 D_ } in 0 z (PA) PARTITION ANGLE (RL) PARTITION PANEL ROLL-UP DOOR ABOVE ROLL-UP DOOR ABOVE U (F2) #12 x 1" SD COL [If rn Cn (C4) COLUMN COL COL z ----(-D -J-)--DO-O-R--J-A-M—B -- (DJ) DOOR JAMB o - - — --- - -- STEEL DIM. a� CONC. STEP BELOW ILL (RW) WALL PANEL STEEL DIM. STEEL DIM. STEEL DIM. - -__ -{i F- --- ------ C -------------------------- ---------- (RW) WALL PANEL -- ' --- i z w o Q Nzz_ - - - - (RL) PARTITION PANEL ID SLAB EDGE BELOW (F7) #12 X 1 1/4" SD w o o z o�Q�oo oExo 24" O.C. (MC) MULLION COVER N w w (F2) #12 X 1° SD } w�omwao aQ o o (PA) PARTITION ANGLE w oQZJ F (n -, v7 d =soo�wzuF COL --_—_ 8° 8° D.O. WIDTH - - --- COL COL - ----- - - -- o a� �oo D.O. WIDTH m3�w �_ 3 O Z lnm OZ�Nz jUm STEEL DIM. STEEL DIM. m ° (C425) COLUMN (RL) PARTITION PANEL o 3 oQ waas Z� w o (F2) #12 X 1" SD m m z ooa ��c`?Kc'� m w w (C) COLUMN w �w - U7 �a Q Q (C425) COLUMN a w co � z �o-�maffiamU COL m I m 5 as m � I Q O � 16" DOOR MULLION WALE � � WALL WITH PARTITION � ,� COLUMN CLIP O m O O U 0 o CITY APPROVED PLANS D < Q � Reviewed for Code Compliance X U — PLANS MUST BE ON JOB SITE O -j Li- O FOR ALL INSPECTIONS N COL x COL r STEEL DIM 4 3/4" 1 STEEL DIM O COL � STEEL DIM. STEEL DIM. (CL-504) CONT. MASTIC STEEL DIM STEEL DIM (F7) #12 X 1 1/4" SD (SS-246) GUTTER STRAP el INSIDE CLOSURE (RL) PARTITION PANEL (CL-7710) RAKE SUPPORT 24' O.C. 48 O.C. -14 X 1 1/4" ZAC 8" 'LAP (RA) RAKE ANGLE (CL) ROOF PANEL (F21) #14 X 7/8" ZAC . MASTIC UNDER (F17) 1/4" X 1" SD (F4) #12 X 2" SD (MIN) (2) PER CLIP W J (F2) #12 X 1" SD T.O.S VEL STRIPS (CL-200) LOW FIXED CLIP J (CL) ROOF PANEL Q (C) COLUMN (PA) PARTITION ANGLE III � J rn m rn T.O.S. c>roN 'I T.O.SM(SS-111) SSR RAKE TRIM =' I� � Lu_ _ _ _—_— OOF PANEL (°MI (P6) 6" PURLIN (SS-240) GUTTER I' '11 J = Y o12 X 1" SID . .II 0 J(RL) (RL) PARTITION PANEL (F19) #14 X 7/8" ZAC F2 12 X 1" SD (F19) #14 X 7/8" ZOACAVE CHANNEL . .PARTITION 2" O.C. ( ) # (P6) 6" PURLIN En � o a m w PANEL (CLOUT) CLOSURE (C) COLUMN (EF) EAVE FLASHING w cD? a LL (RW) WALL PANEL (C) COLUMN J (RW) WALL PANEL I I (C) COLUMN (F2) #12 X 1" SD I I m (DK) DOWNSPOUT 1 �af0 PGOftd :D INC_ QO 3 e ` 5 DWG #19-2873-SDE �ql fER tt� �� PARTITION CROSSING �� RAKE �� LOW EAVE �6 6" PURLIN LAP SIDE 08/29/19 Sheet 16 9 Of 11 Page 43 of 56 �w � Q 0� 00 n_ U m U ROOF INSTALLATION NOTE: REFERENCE MANUFACTURER'S TECHNICAL/ERECTION z o INFORMATION MANUAL FOR STANDING SEAM METAL o ROOF GENERAL INFORMATION AND ERECTION SEQUENCE. F U � N COL � � V) STEEL DIM STEEL DIM O z U — COL COL COL (SS200) RIDGE CAP 2' (CL430) OUTSIDE CLOSURE STEEL DIM STEEL DIM STEEL DIM STEEL DIM STEEL DIM STEEL DIM (CL7760) BACK—UP PLATE z m w (CL-200) LOW FIXED CLIP AP (CL-200) LOW FIXED CLIP (F17) 1/4" X 1" SD (CL-200) LOW FIXED CLIP (CL) ROOF PANEL ID (MIN) (2) PER CLIP z w�OOQi�z�o (CL) ROOF PANEL CL-200 LOW FIXED CLIP (CL) ROOF PANEL ( ) (CL) ROOF PANEL a �dpypa T.O.S. om T.O.S. — T.O.S. T.O.S. — P6 6" PURLIN - —————————————— — ————————————— ——— - - ( ) (RP) RIDGE PLATE zz¢mv_wKw� :�d a F o�in,�mmm F2 2 X 1" SD •I a9, oz�3Fw ( ) •I (P6) 6' PURLIN (F2) #12 X 1" SD(P6) N.Oz8�25Qj .II (F2) #12 X 1" SD (12" O.C.) a zw 3swr�� (P6) 6" PURLINPURLIN_/ (P6) 6" I I (C) COLUMN Z ooaw��oi�w (P6) 6" PURLIN (C) COLUMN j j (C) COLUMN w�w�z�Qo (F2) #12 X 1" SD I I z �o>�maffiam oas I I Q � � 6" PURLIN SAP SECTION � Q 6" PURLIN SIDE � � 6" PURLIN SECTION ,�� RIDGE 6" PURLIN � O CD � co O U 0 o O Q 0 U x w O � O N � x Ln w J Q J W � M @coLn� J =Y M jJ Z l6 M N 04 L N U c x W d LL J m O �qE 0 CITY APPROVED PLANS (;�Pp�°f GINpF9oy DWG #19-2873—SDE Reviewed for Code Compliance 3 Y PLANS MUST BE ON JOB SITE OF S h e et FOR ALL INSPECTIONS `'Ef TE1t0 08/29/19 10 Of 1 1 Page 44 of 56 �w � Q 00 ain 0 0 U W D [If N H V N Z F- O z U - d Z wo � �vwi�ozw�o�o QU1 � w�Omi�O�p� W_ O Z Z � w�Q ZO wO�W - o a��n o�zF3�m Z mOZU�i�ar 30 o�v Q 3�oQwQ�3Q� a �w � o0 z Nz za w - p CITY APPROVED PLANS Z �� mzoamU O O as Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Q U O ERECTOR NOTE: PLEASE REFER TO CENTRAL—LOC _®�\ m I NSTALLATION GUIDE FOR DETAILED !. U NSTALLATION INSTRUCTIONS FOR ERECTOR NOTE: �H STANDING SEAM ROOF. PARTITION PANELS HAVE BEEN Z SUPPLIED TO REACH ROOF LINE. A I Ix U U — NOTCH TOP PARTITION PANEL TO LLJ I 77 MATCH ROOF LINE AND CLEAR —D Q PURLIN LEG AS NEEDED TO U Cf) U 2'-0" CLOSE IN THE UNIT. — (F18) 1/4"-14 X 1 1/4" ZAC COVERAGE PARTITION PANELS MAY BE BACK X U LL- (8) PER PANEL (C 512) BEVELED TAPE SEALER wlceioe LAPPED TO CLEAR PURLINS. (CL426) INSIDE CLOSURE O (CL504A) CONT. MASTIC o PANEL LAP DETAIL (CL) ROOF PANEL TOP AND BOTTOM OF CLOSURE X ~ COLUMN Ln (F2) #12 X 1" EAVE CHANNEL SD TEK (PLTD) (F8) #12 X 7/8" WASHER TEN (F5) #12 X 1 1/4" WASHER TEN (4) PER COLUMN 20" O.C. MAX (3) PER GIRT - PER SHEET PER SHEET SSR PANEL ROOF w EAVE FASTENING r 3'-0" COVERAGE a R—PANEL WALL o ¢ N M 2'-0 EAVE AND BASE FASTENING 00 PROP w -5 Q0 M COVERAGE o y G1NEFSL 2 J =(0 M b 9 j J Z C m N (F2) #12 X 1" SDS (CL) ROOF PANEL (CL200) FIXED CLIP 3 H O V) IN 0 li (2) PER CLIP or J a qr r[e m 08/29/19 :3 _______ ----__ (F8) #12 X 7/8" WASHER TEK �7(1`5) #12 X 1 1/4" WASHER TEK 20" O.C. MAX (3) PER GIRT — PER SHEET DWG #19-2873—SDE (P) PURLIN 3'-0" COVERAGE I -SSR PANEL ROOF R—PANEL WALL R—PANEL PARTITION Sheet PURLIN FASTENING GIRT AND DOOR HEAD FASTENING SHEET FASTENING LAYOUT 1 1 Of 1 1 Page 45 of 56 1 � �W STRUCTURAL NOTES � ~ a 160'-0"STEEL DIMENSION BUILDER/CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT PLANS AND SPECIFICATIONS COMPLY WI1H APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITY. (16) 10'-0"BAYS METAL BUILDING STRUCTURE DESIGNED PER THE FOLLOWING LOADING: d >_ in CODE: IBC 2015 /Vc WIND:LOAD: MPH EXPOSURE LI LIVE a 3 ROOF LOAD: 20 PSF ROOF LIVE LOAD SEISMIC: 0.34/ZONE B (ssz4,A)2o'-a" ($S241K20'- (ssz4,A)2o'-4- (ssz4,A)2o'- (ssz4,A)2o'-4^ ()2.'()2.' (ssz4,A)2o'-4^ (ssu,A)2o'-4^ q _ _ _ _ _ _ _ Enl�_ _ _ _ _ _ _ _ _ 0 SNOW LOAD: 25.2 PSF(MAX) ROOF SNOW LOAD O Z Li DESIGN LOADS DESIGNATED WITHIN CONTRACT AND DRAWINGS DO NOT ALLOW FOR ANY TYPE OF 0 CY SUSPENDED SYSTEM (E.G. LIGHTS, INSULATION, DUCT WORK, PIPING, FTC.) SUSPENSION OF ANY LOAD INDUCING SYSTEM IS EXPLICITLY PROHIBITED UNLESS A CORRESPONDING REDUCTION IN CERTIFIED LIVE/SNOW LOADS CAN BE PERMITTED BY CODE. In DESIGN AND SPECIFICATION OF BASE STEEL TO CONCRETE SLAB ANCHORING IS NOT THE RESPONSIBILIT'r Z N OF THE BUILDING MANUFACTURER. _ o_ O F BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR CONCRETE SLAB FOUNDATION DESIGN, o U Z THICKNESS, MATERIALS,SITE SOIL CONDITIONS OR OTHER CONCRETE/MASONRY CONSTRUCTION. D_ ALL STRUCTURAL CONNECTIONS ARE TO BE MADE PER FASTENING DETAILS PRESENTED HEREIN.ALL R - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - -- - - - - - - - - - STEEL FRAMING AND SHEETING MATERIALS MUST BE INSTALLED TO VERTICAL PLUMB AND HORIZONTALLY LEVEL. _ O z~oFw=J THE BUILDING MANUFACTURER AND THE PROFESSIONAL ENGINEER SEALING THESE DRAWINGS ARE NOT _ THE PROFESSIONAL ENGINEER OF RECORD FOR THE ENTIRE PROJECT.THE PROFESSIONAL ENGINEER'S = Q N z z ¢o SEAL PERTAINS ONLY TO THE STRUCTURAL DESIGN OF THE METAL BUILDING SYSTEM. IT DOES NOT APPLY m o' moo z��<a TO THE FOUNDATION SYSTEM, MASONRY DESIGN OR ANY OTHER ASPECT OF THE PROJECT UNLESS 0 SPECIFICALLY STATED IN THESE DOCUMENTS. of Z o o m z z o w a� Leo Qf QUA w�V(�Ua JOBSITE FIELD CONDITIONS NOTES: a'-, D,o'-, N,o'-2- N,o'-2- (EF,a-2- (F a- (FN,o._2. (FN,o._2. (F,0-2 �,0-2 �,0'-2 (EF),o'-2- (E.),o'-2- (EF),o'-2- (EF),o'-2- (EF),o'-2- a w�JZ�~wa— n (��z4,A)2o' (� lIA)2o' z4,A)2o'-4- (��z4,A)2o'-4^ (1111)2o'-4^ u2a,A)2o'-4- u2a,A)2o'-4- u2a,A)2o._,. o a BUILDING MANUFACTURER ASSUMES NO RESPONSIBILITY FOR ANY LOADS TO STRUCTURE NOT INDICATEDwo o...mkw� AT THE TIME OF PURCHASE.ANY ALTERATIONS TO THE STRUCTURAL SYSTEM, REMOVAL OF ANY z F 3 w COMPONENT PARTS OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DONE UNDER THE DIRECTION OF REGISTERED ARCHITECT,CIVIL OR STRUCTURAL ENGINEER. Q mz0z -ijam (16) 10'-0"BAYS z w Q ALL CONCRETE AND MASONRY CONSTRUCTION MUST BE FLAT, LEVEL AND SQUARE PER THE SLAB PLAN J 3 o o w a¢3<� DIMENSIONS HEREIN. � ooa FOE sm 160'-0"STEEL DIMENSION -N w w ALL JOBSITE DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BEFORE ERECTION OF BUILDING o CITY APPROVED PLANS W � s STRUCTURE. `Z'�w�wi3 6,z oo , w J Z ~0 ro Q d m ALL OMISSIONS, CONFLICTS AND DISCREPANCIES SHALL BE REPORTED TO THE BUILDING MANUFACTURER 1 Reviewed for Code Compliance o BEFORE PROCEEDING WITH PROJECT WORK. U a a ALL TEMPORARY SUPPORTS SUCH AS GUYS, BRACES, FALSEWORK,CRIBBING, WINDS,ACES OR OTHER PLANS MUST BE ON JOB SITE ELEMENTS REQUIRED FOR THE BUILDING ERECTION ARE TO BE DETERMINED BY AND SUPPLIED BY 160'-0"STEEL DIMENSION BUILDER/CONTRACTOR. (1 6) 10'-0"BAYS FOR ALL INSPECTIONS BUILDING MANUFACTURER HAS MADE A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN BE SAFELY ERECTED. JOB SITE SAFETY INSTRUCTION, SAFETY EQUIPMENT AND CONDITIONS ARE THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR. z IQ ALL COMPONENTS SHIPPED SHALL BE THOROUGHLY INSPECTED AND ACCOUNTED FOR AT THE TIME OF a \ DELIVERY.ALL MATERIAL SHORTAGES OR DEFECTS MUST BE REPORTED WITHIN FIVE(5)WORKING DAYS °'R OF MATERIAL DELIVERY TO THE BUILDING MANUFACTURER. (ssz4u)zo'-4 (ssz4,pzo'-4- (ssz4,A)zo'-4- (ssz4,A)zo'-4- (ssz4,A)zo'-4- (sszs,A)2o'-a- (s lA)zo'-4- (s lA)zo'-4• 'q G Ema-r Ema-r (en,a-z (zn,a-r En,o•-r DIAPHRAGM ACTION OF THE METAL PANELS AT INTERIOR PARTITION WALLS IS UTILIZED FOR THE STABILITY O OF THIS BUILDING. ANY MODIFICATION OR UNAUTHORIZED CUTTING OF INTERIOR PARTITION PANELS IS EXPRESSLY PROHIBITED BY THE BUILDING MANUFACTURER. 7 PARTITION PANELS HAVE BEEN SUPPLIED TO REACH ROOF LINE.THE TOP PARTITION PANEL CAN BE a m NOTCHED TO MATCH ROOF LINE AND CLEAR PURLIN LEG TO CLOSE IN THE UNIT AS DESIRED. 00 O INSTALLATION NOTES: — o U o W I� FIELD CUTTING OF STRUCTURAL, SHEETING AND TRIMS FOR SPLICE AND FINAL FITTING OF COMPONENTS - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - 4 ---- IS REQUIRED. 3 /�, ALL ROOF PANEL LAPS SHALL BE SEALED WITH 3/8"(MINIMUM)WIDTH MASTIC TAPE AS PROVIDED FOR rl LL-/ X v PROJECT.ALL SHEET PROFILE FOAM CLOSURES AT EAVE, WALL AND RIDGE CONDITIONS AS PROVIDED _ -I O FOR PROJECT MUST BE INSTALLED AS SHOWN HEREIN. WALL PANELS AND WALL TRIMS,AT INTERIOR AND EXTERIOR,ARE TO BE SET WITH 1/4"CLEARANCE O ABOVE CONCRETE SURFACES AND AT ANY LOCATIONS WHICH MAY BE SUBJECTED TO CONTACT WITH STANDING WATER. g _ — LAP ALL FLASHINGS 2"MINIMUM AND SEAL AS REQUIRED FOR WATER TIGHTNESS ALLOW 1/4"TOLERANCE AT EACH END FOR PURLINS, HEADERS AND GIRTS. TM _11FW y (FO,o'-2- (FO,o•-s" (FO,o-z" (FO,o•-s- (EO10'-2- (FO,o-r (FO,o-s" EF)I-s" (EO,o-2" (z)10 2" EF)'-2" EF),o'-r EF),o'-r EF),0'-2• (EnW-2' (zn,o'-r as X �> (ssz41.)2o'-4' (sszau)zo'-4- (ssznA)zo'-a- (ssznA)zo'-r (ssznA)zo'-.- (11"A)so'-4- (11"A)21'-.' (ssznyzo'-4- 5 q ' FBpf�,L q" DINE•F9 O O DRAWING INDEX 3 3 1 LEAD SHEET, GENERAL NOTES, SCHEDULES, KEY PLAN (16) 10'-0"BAYS 2 SLAB PLAN 3 ELEVATIONS 160'-0"STEEL DIMENSION f` OF 4 FLOOR PLAN �E TER�� 5 FRAMING PLAN 08129119 6 PARTITION PLAN 19 DETAILS KEY PLAN AEI 7 ROOF PLAN 10 DETAILS L v Lu 8 DETAILS 11 DETAILS s c a e - 3/32"= 1'-0" (M)I.Oo�Eo��Ra 1.� Eo FOR 11 F of E.�RIOR., LL aa)w STANDARD ABBREVIATIONS STRUCTURE ABBREVIATIONS SHEETING ABBREVIATIONS FASTENER ABBREVIATIONS N�ALunoNGuoEµTRIM�ABBREVIATIONS Q c:, s M AFF ABOVE FINISHED FLOOR FBO FURNISHED BY OTHERS OC ON CENTER (BA) - 84216R 4 X 2 X 16GA.ANGLE(5.9) - FLOOR BASE ANGLE (ML) - 29GA. M-LOC WALL PANEL APPROX APPROXIMATE FDN FOUNDATION OD OUTSIDE DIAMETER (F1) -1/2"X 2 3/4"CONC. EXPANSION ANCHOR -BASE TO SLAB CONNECTIONS (BTR) - 7/8"ROLL MASTIC (ICE) -INSIDE CORNER BOX Lu @(G u1 p M BLDG BUILDING FF FINISHED FLOOR ON OPPOSITE HAND (BC) - U42516Z 4 1/8 X 2 7/8 X 16GA. CHANNEL(9.9) - FLOOR BASE CHANNEL (RL) - 29GA. R-LOC WALL PANEL (F2) -12 X 1 SELF-DRILLING TER (PLTD) -STRUCTURAL STEEL CONNECTIONS (CLIN) - R PANEL INSIDE FOAM CLOSURE (JA) -DOOR JAMB TRIM J =DO M BLK BLOCK FOB FACE OF BLOCK OR BRICK Opp OPPOSITE (C4) - C4216Z 4 X 2 X 1 6GA.CEE(8.9) - 4"COLUMN (PL) - 29GA. PANEL-LOC WALL PANEL (F3) -12 X 1 SELF-DRILLING TER(PLTD) -PARTITION SHEETING (CLOUT) - R PANEL OUTSIDE FOAM CLOSURE (JC) -DOOR JAMB COVER TRIM Q O BM BEAM FOS FACE OF STEEL PTN PARTITION (C6) - C62516R 6 X 2 1/2 X 16GA. CEE(11.9) - 6"COLUMN J Z c M N BOT BOTTOM FT FOOT OR FEET PAD RADIUS (RR) - 26GA. PER ROOF PANEL (F4) -12 X 2 SELF-DRILLING TER(PLTD) -PARTITION ANGLE CONNECTIONS (GEOCEL)- GUTTER SEAL (MC) -DOOR MULLION COVER TRIM n BLKG BLOCKING FTC FOOTING REF REFERENCE (DH) - C4216Z 4 X 2 % 16GA. CEE(8.9) - DOOR HEAD L N C/L CENTERLINE GA GAUGE READ REQUIRED (RW) - 26GA. PER WALL PANEL (F5) -12 % 1 1/4 WASHER TEN (PTD) -EXTERIOR WALL SHEETING (IN) - R PANEL INSIDE CORNER TRIM (OCB) -OUTSIDE CORNER BOX N U C n (DJ) - C43516Z 4 X 3 1/2 X i6GA. CEE (11.9) - DOOR JAMB (D'- L Cci CAULK LG CEILING JOINT GC GENERALGALVANIZED ANIIZECONTRACTOR RONF REIPOLISH (EC) - U4216Z 4 1/8 X 2 3/8 X 16GA. CHANNEL(8.9) - EAVE CHANNEL (cL) - zaGAaooF PCENTANEL oc ssa (F6) -12 % 1 1/4 WASHER ZAC((PTD) -ROOF SHEETING (OU) - R PANEL OUTSIDE CORNER TRIM (PB) -PEAK BOX W fD d LL COL COLUMN GRND GROUND SECT SECTION (ES) - E64311LZ 4 X 6 X 3 X 16GA. STRUT(13.9) - EAVE STRUT (F7) -12 % 1/1/4 WASHER TEN (PTD) -EXTERIOR TRIM DRILLER (CM) - DOOR CORNER MULLION TRIM (REND)-RAKE TRIM END CAP J COLO CONCRETE GR GRADE SF SQUARE FOOTAGE (cL-2oo) - ssa FIXED CUP (F8) -12 X 78 WASHER TEK (PTD) -EXTERIOR WALL PANEL LAP m CTR CENTER OR GYPSUM WALL BOARD SIM SIMILAR (FC) - AS MANUFACTURED - FLOOR CLIP (DK) - DOWNSPOUT WITH KICK OUT (RT) -RAKE TRIM (F9) -12 X 7/8 WASHER ZAC(PTD)(PLTD) -ROOF PANEL LAP Q DEL DOUBLE HORIZ HORIZONTAL SO SQUARE (G) - C4216Z 4 X 2 % i6GA. CEE(8.9) - GIRT (DSS) - DOWNSPOUT STRAP (SA) -HALL TOP TRIM OFT DETAIL HT HEIGHT STD STANDARD (HA) - B4216R 4 X 2 X i6GA.ANGLE(5.9) - HALL TOP ANGLE (F 10)-12 X 7/11 WASHER TEN (PTD) -EXTERIOR TRIM LAP (EF) - EAVE FLASHING (TI) -ROOF TIE IN TRIM DIA DIAMETER ID INSIDE DIAMETER STL STEEL (HR) _ C4216R 4 X 2 X 16GA. CEE (8.9) - DOOR HEAD REINFORCEMENT (F11)-1/8 POP RIVET -EXTERIOR TRIM DWG DRAWING INSUL INSULATION TOB TOP OF BEAM (FRC) - FORMED RIDGE CAP (FIR) -ROOF STEP TRANSITION FLASHING DIM DIMENSION IN INTERIOR TOO TOP OF CONCRETE (JR) - C62516R 6 X 2 1/2 X 16GA, CEE(11.9) - JACK RAFTER (F72)-12 % 1 1/4 WASHER TEK (PTD) -INTERIOR WALL SHEETING DR DOOR INFO INFORMATION TOS TOP OF STEEL (M) - C12416Z 12 X 4 X 16GA. CEE (20.9) - MULLION (F13)-12 X 1 1/4 WASHER TEN (PTD) -INTERIOR TRIM DRILLER (GE) - GUTTER END CAP (45P) -40Z.TOUCH UP SPRAY PAINT FA EACH JT JOINT TOW TOP OF WALL (MC) _ B4216Z 4% 2 % 2"LONG 16GA.ANGLE(5.9) - MINI CLIP (F14)-12 X 7/8 WASHER TEN (PTD) -INTERIOR WALL PANEL LAP (GS) - GUTTER HANGER STRAP DWG #19-2873-SDE ET ERECTION TOLERANCE MAX MAXIMUM TS TUBE STEEL (GU) - GUTTER EJ EXPANSION JOINT MIN MINIMUM TYP TYPICAL (P4) - Z42516R 2 1/2 X 4 X 2 1/2 X 16GA. ZEE(9.9) - ROOF PURLIN (F15)-12 X 7/8 WASHER TEK (PTD)(PLTD) -INTERIOR TRIM LAP EL ELEVATION MISC MISCELLANEOUS UNO UNLESS NOTED OTHERWISE (P6) - Z62516Z 2 1/2 X 6 X 2 1/2 X 16GA. ZEE (11.9) - ROOF PURLIN (n7) -,/a'-,a x,'sos w/wnsRSR gt(PLro) - "cL"RIP/srRucruRE coNMscnoNs (HC) - DOOR HEAD COVER TRIM EXIST EXISTING MTL METAL VAR VARIES (PIG)- Z102512R 2 1/2 X 10 X 2 1/2 X 12GA. ZEE(15.9) ROOF PURLIN (F1a) -,/e"-,a x, t/s"sos ZAC w/WASHER#,E(PTD)(PLTD) - 'CC'RooF DRILLER (HE) - DOOR HEAD TRIM Sheet EXP EXPANSION NIC NOT IN CONTRACT VIF VERTICAL EXT EXTERIOR NTS NOT TO SCALE VIF VERIFY IN FIELD (PA) - E4216Z 4 X 2 X 16GA. ANGLE(5.9) - PARTITION ANGLE (Fts) -is x 7/e"sos zac w/wnsnsR#4(PTD)(PLTD) -"cL"ROOF LAP (HI) - HIGH EAVE TRIM EIFS EXTERIOR INSULATION NA NOT APPLICABLE WO WITHOUT (RA) - B4216Z 4 X 2 X i6GA. ANGLE(5.9) - RAKE ANGLE (F2o) -,/a"-,a x, t AND FINISH SYSTEM NO NUMBER WT WEIGHT /a"sos ZAC w/WASHER p,E(PTD)(PLTD) -"CL"TRIM DRILLER EOS EDGE OF SLAB CA OVERALL (RS) - E64316LR 4 X 6 X 3 X 16GA. STRUT(13.9) - RIDGE STRUT (F21) -,a x 7/e"sos zac w/wnsHEa b4(PTD)(PLro) -'CC'TRIM LAP 1 0 f 1 1 Page 46 of 56 �w � Q 00 ain 0 0 160'-1 1/2"SLAB DIMENSION U � Z Z [If N 1 1/2" V) 9 1/2"X 1 1/2- Z N zrDOOR EDGE NOTCH 1 O ~ g U Z 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 I I I I I j w U FZNO wwz� I I I I I I I I I I I I I I I Q �Y�¢ 1 X 1 1/2" z p ir.�o�� WALLL EDGE NOTCH Q p 2.4 E z waz m ________I_________I_________I________I________I________I________I________I________I________I_________I_________I________I________I________ z�� p(�p O N I I I I I I I I I I I I I I I Q w�pmwJO�O� Op I I I I I I I I I I I I I I I W OZz� ' paw - I I I I I I I I I I I I I I I 2 I I I I I I I I I I I I I I I - 6 I I I I I I I I I I I I I I I Q 4o��NF3�w I I I I I I I I I I I I I I I O J O I I I I I I I I I I I I I I I Q m c� QF� 3�� OWN I I I I I I I I I I I I I I I H p 0 I I I I I I I I I I I I I I I W �FNZrza 1 � �'o'w�wi3wop 8 � wJ FQp�U 1 1/2" 9 1/2"X 1 1/2" ZO ~z��mZoam DOOR EDGE NOTCH U a a 160'-1 1/2"SLAB DIMENSION , Q ^C 160'-1 1/2"SLAB DIMENSION m� W r 1 1/2" co 9 1/2"X 1 1/2' O DOOR EDGE NOTCH e I IUI 0 —D < ^ O I I I I I I I I I I I I I I I u �l U I I I I I I I I I I I I I I I LL J Li- 0 z I I I I I I I I I I I I I I I WALL EDGE NOTCH 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 X 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 2 O I I I I I I I I I I I I I I I 9 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 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 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 a 9 X 1 1/2" 1 1/2" (n DOOR EDGE NOTCH W J 160'-1 1/2"SLAB DIMENSION J SLAB PLAN W s c a I e - 3/32" - 1-0" J =Y M jJ Z L6 M N �L N U c x W d 11 J m O CITY APPROVED PLANS ., vPA wElJGO DWG #19-2873-SDE �l F 4 Reviewed for Code Compliance �� 9 � PLANS MUST BE ON JOB SITE $ OF Sheet FOR ALL INSPECTIONS t I4I Tilt 08/29/19 2 o f 1 1 Page 47 of 56 w � Q 160'-0"STEEL DIMENSION \ 00 & € € € € € € & € € & € € Er € € & € € € & € € & € d in O mho O Q [If N H � V) z (n O ~ U z 0_ d O >zNOY 160'-0"STEEL DIMENSION F Q -z a� -?¢ �vwi�oz�w�p�� - - - - - - - - - - - - - - - - - - - - F - - - - - - - - 0 z¢irm'Ko:C, - o Qoo�JNm-wo: oz 3�w za mOzo�zo�m J 3�oQwa¢?z� a p `"�w�"i3woo FRONT ELEVATION Z 0 �aa=m=oamU U 1 160'-0"STEEL DIMENSION Q r. 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PARTITION PANELS HAVE BEEN Z SUPPLIED TO REACH ROOF LINE. A I Ix U U — NOTCH TOP PARTITION PANEL TO LLJ I`q MATCH ROOF LINE AND CLEAR Q PURLIN LEG AS NEEDED TO U Cf) U 2'-0" CLOSE IN THE UNIT. — (F18) 1/4"-14 X 1 1/4" ZAC LAPPED TO CLEAR PURLINS.COVERAGE PARTITION PANELS MAY BE BACK � X (8) PER PANEL (C 512) BEVELED TAPE SEALER —R�OR � (CL426) INSIDE CLOSURE O (CL504A) CONT. MASTIC PANEL LAP DETAIL o (CL) ROOF PANEL TOP AND BOTTOM OF CLOSURE X ~ COLUMN 0 (F2) #12 X 1" EAVE CHANNEL 1'-0" 1'-0" 1'-0" SD TEK (PLTD) (F8) #12 X 7/8" WASHER TEN (F5) #12 X 1 1/4" WASHER TEK - (4) PER COLUMN 20" O.C. 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