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HomeMy WebLinkAbout1101 S BROADWAY ST A_10-0993___________1101 South Broadway "A" Ice Ventures Kiosk # 10 — 8210 1101 South Broadway "A" Ice Ventures Kiosk CLP # 10 - 8210 ;ñ kij 3 Office: 713.840.8238 Office: 7]3.840.8238 --- "� 8J2.9 71.0173 Fax: CfL• 713.855.8288 Far: 713.839.7072 Fax: 713.839.7072 i''' Cameron Palmore Ren Ruiz cameron@twtceheiatexas.com - www.twicetheice.rom rm@twicethricrtexas.com - www.twicctheke corn 3419 Maccr Street - Houston, TX 77027 3419 Mercer Street - Houston, TX 77027 Y Final Inspection Check Sheet Commercial Date: 5- e? 5',1/ Project Address: Contractor Name7- Project Name: File Review Ws 1-9 N ;' P`/�6 �7 V9 .. " ulsome �.. —_�_ ��.:.•a:vial:ll�IL�►GYi1.1R�A�IR�1�1�•9aliY1!�.`;�7�iJ 1"-Co• B. Field Review Ws 10-17 11. JI P- 111 1 i 1 •1111 .1 - • // .1 12. ••: I' it 5 :1 ... • ' .1. 1' :.:. - • _ ! 15. temp 30-day is-auth-orizeInspector • /__///./ Date SACPShareVNSPEC'PON DIVISIOMInspectionsTinalInspec[ion Check Shcc Com1DecO8.doc City of La Porte Backflow Prevention Assembly Certified Test and Maintenance Report Phone (281) 471-9650 Fax (281)470-5129 2963 North 23rd St. La Porte, Texas 77571 PINS ID # 1010018 NAME OF PROPERTY: I•(o• -1,he PROPERTY ADDRESS ) / N 5. 8LQrd&xj " " MAILING ADDRESS: 11 ) —7-10;3L-7 CONTACT PERSON: g PHONE NO.: The backflow prevention assembly detailed below has been tested and maintained as required by TNRCC regulations and Is certified to be operating within acceptable parameters. TYPE OF ASSEMBLY REDUCED PRESSURE PRINCIPLE (RP) Q REDUCED PRESSURE P I Q DOUBLE CHECK VALVE(DCV) Q Q. PRESSURE VACUUM BREAKER (PVB) Q LOCATED F INITIAL TEST REPAIRS AND MATERIALS USED FINAL �i yk- R NCIPLE- DETECTOR DOUBLE CHECK -DETECTOR SPILL -RESISTANT PRESSURE VACUUM BREAKER (SVB) SERIAL NO. 3 4 � q 11 SIZE_ )Vef III DATE INSTALLED S- So) 1 REDUCED PRESSURE PRINCIPLE ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY RELIEF VALVE CHECK#1 CHECK 2 PRESSURE VACUUM BREAKER AND SVB AIR INLET CHECKVALVE HELDAT PSID�J CLOSED TIGHT HELDAT PS D OPENED,{yi' 3' �6 OPENED AT HELD AT SA CLOSED TIGHT PSID PSID LEAKED ❑ LEAKED ❑ DID NOT OPEN ❑ DID NOT OPEN ❑ PSID LEAKED ❑ HELDAT PSID IHrLn AT psin nopupn nr TEST ICLOSEDTIGHT TEST GAUGE USED: TIGHT OPENED AT HELD AT Pcin MAKEIMODEL WATTS TK— SERIAL NO. 0109812 CALIBRATION DATE I0f IJ/2J)l<- Is the assembly installed in accordance with the manufacturer's recommendations and /or local codes? �� S REMARKS T THE ABOVE IS CERTIFIED TO BE TRUE, (The testresults reflect the soundness of the assembly at testing time CERTIFIED TESTER'S FIRM NAME A 3—S TESTING TESTING FIRM'S ADDRESS 510 BURKE RD PASADENA,TX 77506 PHONENUMBER 281_794— gB1881 —Please fill out form completely •"lest reports must be retained for of least three years CERTIFIED TESTER (please print) BE AMIN G IT- AN CERTIFIED TESTER (signature) r• JT�7--- CERTIFIED TESTER NO.,p00060620006 06 2 WQC- ENGINEER TEST DATE_ _ 5- rf, I I "testing Is required upon lnsfallafion,repair, or relocation 'TESTING IS REQUIRED ANNUALLY FOR HIGH HEALTH HAZARD. L OCA TIONS Rev. 4/2005 City of La Porte Backflow Prevention Assembly Certified Test and Maintenance Report Phone (281) 471-9650 Fax (281)470-5129 2963 North 23rd St. LaPorte, Texas 77571 PINS ID # 1010018 NAME OF PROPERTY: r e, PROPERTYADDRESS tr rr MAILING ADDRESS: qQ ► l l '-70 CONTACT PERSON: PHONE NO.: The backflow prevention assembly detailed below has been tested and maintained as required by TNRCC regulations and Is certified to be operating within acceptable parameters. TYPE OF ASSEMBLY �] REDUCED PRESSURE PRINCIPLE (RP) 0 REDUCED PRESSURE PRINCIPLE- DETECTOR 0 - DOUBLE CHECK VALVE(DCV) O DOUBLE CHECK -DETECTOR O. PRESSURE VACUUM BREAKER (PVB) O SPILL -RESISTANT PRESSURE VACUUM BREAKER (SVB) MANUFACTURER MODEL#tm--m ©T SERIAL NO. 3 SIZE /E LOCATED AT: tr 'r a. 10X DATE INSTALLED REDUCED PRESSURE PRINCIPLE ASSEMBLY PRESSURE VACUUM BREAKER AND SVB DOUBLE CHECK VALVE ASSEMBLY RELIEF VALVE CHECK#1 CHECK#2 - AIR INLET CHECKVALVE INITIAL TEST HELD AT PSID CLOSED TIGHT ❑ LEAKED ❑ HELD AT PS D CLOSED TIGHT LEAKED ❑ O N AT PSID DID NOT OPEN ❑ OPENED AT PSID DID NOT OPEN ❑ HELD AT PSID LEAKED ❑ REPAIRS AND MATERIALS USED FINAL HELDAT_PSID JHELDAT_PSID JOPENEDAT OPENED AT HELD AT CLOSED TIGHT CLOSED TIGHT ❑ TEST TEE PSID PSID PSID MAKE/MODEL WATTS TK-99F SERIAL NO. 0109812 CALIBRATION DATE /0 _&— 20/0 Is the assembly installed in accordance with the manufacturer's recommendations and for local. codes? REMARKS THE ABOVE IS CERTIFIED TO BE TRUE, (The test results reflect the soundness of the assembly at testing time only) CERTIFIED TESTER'S FIRM NAME A 3—S TESTING TESTING FIRM'S ADDRESS 510 BURKE RD PASADENA,TX 77506 PHONENUMBER 2$1-74-5jg81 —please fill out form completely "'test reports must be retained for at least three years CERTIFIED TESTER (please print) BE AMIN G ITAN CERTIFIED TESTER (signature) -- CERTIFIED TESTER NO. P 0 0 0 6 0 6 2 WQC - ENGINEER TEST DATE —testing is required upon installation,repair, orrelocallon 'TESTING IS REQUIRED ANNUALLY FOR HIGH HEALTH HAZARD LOCATIONS Rev. 4)2005 <,t a. City of La Porte Established 1892 7'jExaS Name of PWS City of La Porte PWS I.D. # 1010018 Location of Service Customer Service Inspection Certificate Reason for Inspection: New construction.................................................................................... Existing service where contaminant hazards are expected......... ❑ Major renovation or expansion of distribution facilities ................ ❑ I upon inspection of the private water distribution facilities connected to the aforementioned public water supply do hereby certify that to the best of my knowledge: (1.) No direct connection between the public drinking water supply and a potential source of Compliance Non -Compliance Contamination e)ists. Potential sources of contamination are isolated from the public water / Q S b t b kflow revention assembly in accordance with JY ystam y an air gap or an appropria a ac p Commission regulations. - (2.) No cross -connection between the public drinking water supply and a private water system Exists. Where an actual air gap is not maintained between the private water supply and a Q Private water supply, an approved reduced pressure backflow prevention assembly is Properly installed and a service agreement exists for annual Inspection and testing by a certified backflow prevention assembly tester. (3.) No connection exists which would allow the return of water used for condensing, cooling i7 Q Or industrial processes back to the public water supply. (4.) No pipe or pipe fitting which contains more than 8.0 % lead exists in private water �� Q distribution facilities installed on or after July 1, 1988. (S.) No solder or flux which contains more than 0.2% lead exists in private water distribution facilities „� Q installed on or after July 1, 1988 I further certify the following materials were used In the installation of the private distribution facilities: /water Service lines Lead Q Copper Q PVC tr Other Q Solder Lead Q Lead Free Q Solvent Weld Q Other Q I recognize that this document shall become a permanent record of the aforementioned Public Water System and that I am legally responsible for the validity of the Information I have provide. Remarks _ Title Plumbing Inspector Registration Number Z _e/. ©3 Date Type of Registration Plumbing Inspection License Lawrence, Vickie From: Wise, Sandra Sent: Tuesday, May 24, 2011 10:04 AM To: Jennings, Sherry; Lawrence, Vickie; Capstin, Krystle; Menager, Dwayne; Huber, Mark; Wilmore, Debbie Subject: 1101 S. Broadway St. A No inspection is necessary for the Ice Kiosk as of 5/20/11 Thank you, Sawa 79 ae 57a'w landd-d 04lw 120 S. 2ad SL .da POT& ?x M71 281-9'67-4603 d=29'1-9'67-4629 Fitch, Dennis From: Menager, Dwayne Sent: Tuesday, May 24, 2011 3:03 PM To: Fitch, Dennis; Ramos, Mario Cc: Huber, Mark Subject: FW: 1101 S. Broadway St. A FYI Dennis please print this email and put in the job file. Thank you, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menage rd@laPortetx.aov From: Wise, Sandra Sent: Tuesday, May 24, 2011 10:04 AM To: Jennings, Sherry; Lawrence, Vickie; Capstin, Krystle; Manager, Dwayne; Huber, Mark; Wilmore, Debbie Subject: 1101 S. Broadway St. A No inspection is necessary for the Ice Kiosk as of 5/20/11 Thank you, Sandra W&C `Ore ilZaaa&ev o#4x 120 S. 2nd St .da Peta 'TX 77577 287-9'67-4603 6ax 2P7-867-4629 1 Menager, Dwayne From: Ren Ruiz [renjed@gmail.comj Sent: Tuesday, March 29, 2011 9:22 AM To: Menager, Dwayne Cc: Huber, Mark Subject: Re: 1101 S Broadway Thank you for the prompt reply. We have an estimated completion date of April 29, 2011. Ren Ruiz 3419 Mercer Houston, TX 77027 Mobile 713-855-8288 Office 713-668-9157 Fax 713-839-7072 On Mar 29, 2011, at 9:13 AM, "Menager, Dwayne" <MenagerDna,laportetx.aov> wrote: Ren, The structural calculations on the canopy framing and the provision to remove the fabric when winds are in excess of 75MPH are acceptable. Please provide an elevation drawing or picture of the canopy on the structure for approval prior to proceeding. Also please be advised that if the project is not completed the permits could expire and you would have to re -permit the project. What is your expected completion date for this project? Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 menagerd@lgportetx.gov From: Huber, Mark Sent: Monday, March 28, 2011 5:44 PM To: Menager, Dwayne Cc: Huber, Mark Subject: FW: 1101 S Broadway Dwayne, Please review and respond accordingly to Mr. Ruiz. Thanks, MH Mark W. Huber Deputy Building Official City of La Porte Office: (281) 470-5067 Fax: (281) 470-5005 huberm ,laportetx.gov From: Ren Ruiz fmailto:renjed@email.coml Sent: Monday, March 28, 2011 5:27 PM To: Huber, Mark Subject: 1101 S Broadway Mark, Attached is the drawing for the awning that we will use to cover up the equipment on top of the machine. Are these per city code? Thanks, Ren ---------- Forwarded message ---------- From: Tom Retseck <tom.retseckgmarchadams.com> Date: Mon, Mar 28, 2011 at 2:52 PM Subject: Wrap -around Awning Drawings and Calculations for Laporte, Texas To: Ren Ruiz <renied@gmail.com>, Robert Covington <rwcovin on(a,yahoo.com> Cc: Kathleen Hugghins <Kathleen e.icehouseamerica.com> See attached per your request, I am also sending you this via UPS overnite. MAA Job # 11-138 Thomas A. Retseck PE Senior Vice President tom.retseck@Marchadams.com direct: (423) 664-1490 fax: (423) 698-3638 P.O. Box 3689; 310 Dodds Avenue Chattanooga, TN 37404 Ren Ruiz Covington Builders Ice Solutions 3419 Mercer St. Houston, TX 77027 Office - 713-668-9157 Mobile - 713-855-8288 Fax - 713-839-7072 I Rini r� drgc��s P" ` f City of La Porte Established 1892 Ice Solutions 3419 Mercer St. Houston Texas, 77027 Ref: 1101 S. Broadway Mr. Ruiz, After an inspection of the jobsite and job file review it has come to our attention that there are several issues that must be resolved before proceeding with the project as noted below. 1) 2) 3) 4) 5) 6) 7) The light fixture installed under the canopy is not an approved fixture and does not comply with the approved plans. See engineered electrical plan sheet E1A and approved electricat specifications by the engineer. 8) All-ske- of-the_buddino ara rarnara o-be t 's' Solnclude-theskirting— 9) Asperthe-20 hW7nh iunTwidttrofth— sta r—ways all a -and-a-landing-not-Iess, t h e wi o he-stmrway-is-required-persecbGR-I 099 4 of the2006413C 10) Hand rails are required for the stairs per the 2006 IBC section 1009.10. 1 11The-engineefed-feundation-anchor-plans-eall-for-a-minimum-of'te-anchors-and-there only are 8-anehors-installed. 12yt,on#scZr—is` requred-taalso screea-the-fooMep-eendensing-unit-and-tce-bin— 13) FYI -Landscaping has not been installed as per the certified approved site plan as of this date. 14) Approved plans call for 2 backflow preventers, only one was noted during a site visit on 10/07/10 to evaluate the project. Backflow certifications are required to be provided to the inspector for all testable back flow preventers on a City of La Porte certification form. Mr. Ruiz please be advised that under no circumstances will the Kiosk be permitted to open to the public until items above have been addressed and the project has been completed as per the approved plans and pass the city final inspection. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 604 West Fairmont Parkway • La Porte, Texas 77571 • (281) 471-5020 • Fax (281) 470-5005 MEANS OF EGRESS Each door in a means of egress from a Group A or E occu- pancy having an occupant load of 50 or more and any Group H occupancy shall not be provided with a latch or lock unless it is panic hardware or fire exit hardware. Exception: A main exit of a Group A occupancy in com- pliance with Section 1008.1.8.3, Item 2. Electrical rooms with equipment rated 1,200 amperes or more and over 6 feet (1829 mm) wide that contain overcurrent devices, switching devices or control devices with exit access doors must be equipped with panic hard- ware and doors must swing in the direction of egress. If balanced doors are used and panic hardware is required, the panic hardware shall be the push -pad type and the pad shall not extend more then one-half the width of the door' measured from the latch side. 1008.2 Gates. Gates serving the means of egress system shall comply with the requirements of this section. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. Exception: Horizontal sliding or swinging gates exceeding the 4-foot (1219 mm) maximum leaf width limitation are permitted in fences and walls surrounding a stadium. 1008.2.1 Stadiums. Panic hardware is not required on gates surrounding stadiums where such gates are under constant immediate supervision while the public is present, and where safe dispersal areas based on 3 square feet (0.28 m2) per occupant are located between the fence and enclosed space. Such required safe dispersal areas shall not be located less than 50 feet (15 240 mm) from the enclosed space. See Section 1024.6 for means of egress from safe dis- persal areas. 1008.3 llrrnstiles. Turnstiles or similar devices that restrict travel to one direction shall not be placed so as to obstruct any required means of egress. Exception: Each turnstile or similardevice shall be credited with no more than a 50-person capacity where all of the fol- lowing provisions are met: 1. Each device shall turn free in the direction of egress travel when primary power is lost, and upon the man- ual release by an employee in the area. 2. Such devices are not given credit for more than 50 percent of the required egress capacity. 3. Each device is not more than 39 inches (991 mm) high. 4. Each device has at least 16.5 inches (419 mm) clear width at and below a height of 39 inches (991 mm) and at least 22 inches (559 mm) clearwidth at heights above 39 inches (991 mm). Where located as part of an accessible route, turnstiles shall have at least 36 inches (914 mm) clear at and below a height of 34 inches (864 mm), at least 32 inches (813 mm) clear width between 34 inches (864 mm) and 80 inches (2032 mm) and shall consist of a mechanism other than a revolving device. 1008.3.1 High turnstile. Turnstiles more than 39 inches (991 mm) high shall meet the requirements for revolving doors. 1008.3.2 Additional door. Where serving an occupant load greater than 300, each turnstile that is not portable shall have a side -hinged swinging door which conforms to Section 1008.1 within 50 feet (15 240 mm). SECTION 1009 STAIRWAYS 1009.1 Stairway width. The width of stairways shall be deter- mined as specified in Section 1005.1, but such width shall not be less than 44 inches (I118 mm). See Section 1007.3 for accessible means of egress stairways. Exceptions: 1. Stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches (914 mm). 2. Spiral stairways as provided for in Section 1009.8. 3. Aisle stairs complying with Section 1025. 4. Where an incline platform lift or stairway chairlift is installed on stairways serving occupancies in Group R-3, or within dwelling units in occupancies in Group R-2, a clear passage width not less than 20 inches (508 mm) shall be provided. If the seat and platform can be folded when not in use, the distance shall be measured from the folded position. 1009.2 Headroom. Stairways shall have a minimum head- room clearance of 80 inches (2032 mm) measured vertically from a line connecting the edge of the nosings. Such headroom shall be continuous above the stairway to the point where the line intersects the landing below, one tread depth beyond the bottom riser. The minimum clearance shall be maintained the full width of the stairway and landing. Exception: Spiral stairways complying with Section 1009.8 are permitted a 78-inch (1981 mm) headroom clear- ance. 1009.3 Stair treads and risers. Stair riser heights shall be 7 inches (178 mm) maximum and 4 inches (102 mm) minimum. Stair tread depths shall be 1 I inches (279 mm) minimum. The riser height shall be measured vertically between the leading edges of adjacent treads. The tread depth shall be measured horizontally between the vertical planes of the foremost projec- tion of adjacent treads and at a right angle to the tread's leading edge. Winder treads shall have a minimum tread depth of 1 I inches (279 mm) measured at a right angle to the tread's lead- ing edge at a point 12 inches (305 mm) from the side where the treads are narrower and a minimum tread depth of 10 inches (254 mm). Exceptions: 1. Alternating tread devices in accordance with Section 1009.9. 2. Spiral stairways in accordance with Section 1009.8. 212 2006 INTERNATIONAL BUILDING CODE• MEANS OF EGRESS 3. Aisle stairs in assembly seating areas where the stair pitch or slope is set, for sightline reasons, by the slope of the adjacent seating area in accordance with Sec- tion 1025.11.2. 4. In Group R-3 occupancies; within dwelling units in Group R-2 occupancies; and in Group U occupancies that are accessory to a Group R-3 occupancy or acces- sory to individual dwelling units in Group R-2 occu- pancies; the maximum riser height shall be 7.75 inches (197 mm); the minimum tread depth shall be 10 inches (254 mm); the minimum winder tread depth at the walk line shall be 10 inches (254 mm); and the minimum winder tread depth shall be 6 inches (152 mm). A nosing not less than 0.75 inch (19.1 mm) but not more than 1.25 inches (32 mm) shall be provided on stairways with solid risers where the tread depth is less than I 1 inches (279 mm). 5. Seethe Section 3403.4 for the replacement of existing stairways. 10093.1 Winder treads. Winder treads are not permitted in means of egress stairways except within a dwelling unit. Exceptions: 1. Curved stairways in accordance with Section 1009.7. 2. Spiral stairways in accordance with Section 1009.8. 1009.3.2 Dimensional uniformity. Stair treads and risers shall be of uniform size and shape. The tolerance between the largest and smallest riser height or between the largest and smallest tread depth shall not exceed 0.375 inch (9.5 mm) in any Flight of stairs. The greatest winder tread depth at the 12-inch (305 mm) walk line within any Flight of stairs shall not exceed the smallest by more than 0.375 inch (9.5 mm) measured at a right angle to the tread's leading edge. Exceptions: 1. Nonuniform riser dimensions of aisle stairs com- plying with Section 1025.11.2. 2. Consistently shaped winders, complying with Section 1009.3, differing from rectangular treads in the same stairway Flight. Where the bottom or top riser adjoins a sloping public way, walkway or driveway having an established grade and serving as a landing, the bottom or top riser is permitted to be reduced along the slope to less than 4 inches (102 mm) in height, with the variation in height of the bottom or top riser not to exceed one unit vertical in 12 units horizontal (8-percent slope) of stairway width. The nosings or leading edges of treads at such nonuniform height risers shall have a distinctive marking stripe, different from any other nosing marking provided on the stair Flight. The distinctive mark- ing stripe shall be visible in descent of the stair and shall have a slip -resistant surface. Marking stripes shall have a width of at least 1 inch (25 mm) but not more than 2 inches (51 mm). 1009.3.3 Profile. The radius of curvature at the leading edge of the tread shall be not greater than 0.5 inch (12.7 mm). Beveling of nosings shall not exceed 0.5 inch (12.7 mm). Risers shall be solid and vertical or sloped from the under- side of the leading edge of the tread above at an angle not more than 30 degrees (0.52 rad) from the vertical. The lead- ing edge (nosings) of treads shall project not more than 1.25 inches (32 mm) beyond the tread below and all projections of the leading edges shall be of uniform size, including the leading edge of the floor at the top of a night. Exceptions: I. Solid risers are not required for stairways that are not required to comply with Section 1007.3, pro- vided that the opening between treads does not permit the passage of a sphere with a diameter of 4 inches (102 mm). 2. Solid risers are not required for occupancies in Group I-3. 1009.4 Stairway landings. There shall be a Floor or landing at the top and bottom of each stairway. The width of landings shall not be less than the width of stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. Such dimension need not exceed 48 inches (1219 mm) where the stairway has a straight run. Exceptions: I. Aisle stairs complying with Section 1025. 2. Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches (178 mm) into a landing. 1009.5 Stairway construction. All stairways shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction. 1009.5.1 Stairway walking surface. The walking surface of treads and landings of a stairway shall not be sloped steeper than one unit vertical in 48 units horizontal (2-per- cent slope) in any direction. Stairway treads and landings shall have a solid surface. Finish Floor surfaces shall be securely attached. Exception: In Group F, H and S occupancies, other than areas of parking structures accessible to the public, open- ings in treads and landings shall not be prohibited pro- vided a sphere with a diameter of 1.125 inches (29 mm) cannot pass through the opening. 1009.5.2 Outdoor conditions. Outdoor stairways and out- door approaches to stairways shall be designed so that water will not accumulate on walking surfaces. 1009.53 Enclosures under stairways. The walls and soffits within enclosed usable spaces under enclosed and unen- closed stairways shall be protected by 1-hour fire -resis- tance -rated construction or the fire -resistance rating of the stairway enclosure, whichever is greater. Access to the 2006 INTERNATIONAL BUILDING CODE® 213 MEANS OF EGRESS enclosed space shall not be directly from within the stair enclosure. Exception: Spaces under stairways serving and con- tained within a single residential dwelling unit in Group R-2 or R-3 shall be permitted to be protected on the enclosed side with 0.5-inch (12.7 mm) gypsum board. There shall be no enclosed usable space under exterior exit stairways unless the space is completely enclosed in 1-hour fire -resistance -rated construction. The open space under exterior stairways shall not be used for any purpose. 1009.6 Vertical rise. A flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between Floor levels or landings. Exception: Aisle stairs complying with Section 1025. 1009.7 Curved stairways. Curved stairways with winder treads shall have treads and risers in accordance with Section 1009.3 and the smallest radius shall not be less than twice the required width of the stairway. Exception: The radius restriction shall not apply to curved stairways for occupancies in Group R-3 and within individ- ual dwelling units in occupancies in Group R-2. 1009.8 Spiral stairways. Spiral stairways are permitted to be used as a component in the means of egress only within dwell- ing units or from a space not more than 250 square feet (23 m2) in area and serving not more than five occupants, or from gal- leries, catwalks and gridirons in accordance with Section 1015.6. A spiral stairway shall have a 7.5 inch (191 mm) minimum clear tread depth at a point 12 inches (305 mm) from the narrow edge. The risers shall be sufficient to provide a headroom of 78 inches (1981 ram) minimum, but riser height shall not be more than 9.5 inches (241 ram). The minimum stairway width shall be 26 inches (660 mm). 1009.9 Alternating tread devices. Alternating tread devices are limited to an element of a means of egress in buildings of Groups F, H and S from a mezzanine not more than 250 square feet (23 m2) in area and which serves not more than five occu- pants; in buildings of Group I-3 from a guard tower, observa- tion station or control room not more than 250 square feet (23 m2) in area and for access to unoccupied roofs. 1009.9.1 Handrails of alternating tread devices. Hand- g rails shall be provided on both sides of alternating tread devices and shall comply with Section 1012. 1009.9.2 Treads of alternating tread devices. Alternating tread devices shall have a minimum projected tread of 5 inches (127 mm), a minimum tread depth of 8.5 inches (216 mm), a minimum tread width of 7 inches (178 mm) and a maximum riser height of 9.5 inches (241 mm). The initial tread of the device shall begin at the same elevation as the platform, landing or Floor surface. Exception: Alternating tread devices used as an element of a means of egress in buildings from a mezzanine area not more than 250 square feet (23 m2) in area which serves not more than five occupants shall have a mini- mum projected tread of 8.5 inches (216 mm) with a mini- mum tread depth of 10.5 inches (267 mm). The rise to the next alternating tread surface should not be more than 8 inches (203 ram). 1009.10 Handrails. Stairways shall have handrails on each side and shall comply with Section 1012. Where glass is used I to provide the handrail, the handrail shall also comply with Section 2407. Exceptions: 1. Aisle stairs complying with Section 1025 provided with a center handrail need not have additional hand- rails. 2. Stairways within dwelling units, spiral stairways and aisle stairs serving seating only on one side are per- mitted to have a handrail on one side only. 3. Decks, patios and walkways that have a single change in elevation where the landing depth on each side of the change of elevation is greater than what is required for a landing do not require handrails. 4. In Group R-3 occupancies, a change in elevation con- sisting of a single riser at an entrance or egress door does not require handrails. 5. Changes in room elevations of only one riser within dwelling units and sleeping units in Group R-2 and R-3 occupancies do not require handrails. 1009.11 Stairway to roof. In buildings located four or more stories in height above grade plane, one stairway shall extend to the roof surface, unless the roof has a slope steeper than four units vertical in 12 units horizontal (33-percent slope). In buildings without an occupied roof, access to the roof from the top story shall be permitted to be by an alternating tread device. 1009.11.1 Roof access. Where a stairway is provided to a roof, access to the roof shall be provided through a pent- house complying with Section 1509.2. Exception: In buildings without an occupied roof, access to the roof shall be permitted to be a roof hatch or trap door not less than 16 square feet (1.5 m''-) in area and having a minimum dimension of 2 feet (610 mm). 1009.11.2 Protection at roof hatch openings. Where the roof hatch opening providing the required access is located within 10 feet (3049 mm) of the roof edge, such roof access or roof edge shall be protected by guards installed in accor- dance with the provisions of Section 1013. SECTION 1010 RAMPS 1010.1 Scope. The provisions of this section shall apply to ramps used as a component of a means of egress. Exceptions: I. Other than ramps that are pan of the accessible routes providing access in accordance with Sections 1108.2 through 1108.2.3 and 1108.2.5, ramped aisles within assembly rooms or spaces shall conform with the pro- visions in Section 1025.11. 2. Curb ramps shall comply with ICC A117.1. 4v 214 2006 INTERNATIONAL BUILDING CODE Huber, Mark From: Huber, Mark Sent: Tuesday, October 12, 2010 5:05 PM To: 'Ren Ruiz' Cc: Manager, Dwayne; Malik, Masood; Huber, Mark Subject: RE: Awning for Ice Machine We spoke with our City Planner and we all agree that the awning cover is acceptable. Please submit a copy of this photograph along with two copies of amended construction drawings on the awning, for our formal approval , prior to construction. Regards, Mark W. Huber Deputy Building Official City of La Porte Office: (281) 470-5067 Fax: (281) 470-5005 huberm@laportetx.gov From: Ren Ruiz [mailto:renjed@gmail.com] Sent: Tuesday, October 12, 2010 4:17 PM To: Huber, Mark; Menager, Dwayne Subject: Awning for Ice Machine Mark & Dwayne, Attached is a picture of one of our, ice machines with the awning cover. Ren Ruiz Covington Builders Ice Solutions 3419 Mercer St. Houston, TX 77027 Office - 713-668-9157 Mobile - 713-855-8288 Fax - 713-839-7072 Huber, Mark From: Sent: To: Subject: Attachments: Mark & Dwayne, Ren Ruiz [renjed@gmail.com] Tuesday, October 12, 2010 4:17 PM Huber, Mark; Menager, Dwayne Awning for Ice Machine Ice_Machine_003.jpg Attached is a picture of one of our ice machines with the awning cover. Ren Ruiz Covington Builders Ice Solutions 3419 Mercer St. Houston, TX 77027 Office - 713-668-9157 Mobile - 713-855-8288 Fax - 713-839-7072 $150 Ile ..1m -mow C T"E 25C WATER I A 1.1 Ly U.L La rUL Lt7 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPE LINE (281)470-5130 ***ZONING PERMIT*** -------------------------- --------- Application Number 10-00000994 Date Property Address . . . . . . 1101 S BROADWAY ST HCAD Number: 024-189-010-0001 Application type description ZONING PERMIT Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . Property Zoning . . . . . . . COMM - GENERAL Property owner . . . . . . . LA PORTE RETAIL LLC Owner address . . . . . . . . 515 W GREENS RD STE HOUSTON Other struct info . . . . . SIC CODE (ZONING A 6/23/10 700 TX 770674510 PERMITS). X ---------------------------------------------------------------- Permit . . . ZONING PERMIT Additional desc . . SIC 5999 ICE SOLUTIONS Permit Fee . . . . 50.00 Issue Date . . . . 6/23/10 Valuation . . . . Expiration Date . . 12/20/10 Qty Unit Charge Per BASE FEE ----------------------------------------- Special Notes and Comments June 22, 2010 7:36:27 AM lapovfl. 1. SIC 5999 - ICE/WATER KIOSK (RETAIL). 2. BUSINESS NAME - "ICE SOLUTION - MR. REN RUIZ. 0 Extension 50.00 3. ANY CHANGE OF TENANT, USE, OR OWNERSHIP REQUIRES A NEW ZONING PERMIT. ------------------------------------------------------------ --------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 50.00 50.00 .00 .00 Grand Total 50.00 50.00 .00 .00 ---------------------------------------------------------------------------- THIS PERMIT BECOMES INVALID WITH ANY CHANGE OF USE, OCCUPANCY, TENANCY OR O SHIP OF THI BUILDING OR LEASE SPACE. _ OWNER OR AGENT _DATE ZONING ADMINISTRATOR 1 DATE —T CITY OF LA PORTE COM IERCIAIANDUSTRIAL copy APPLICATION FOR UTILITY SERVICE(S) (2.5 AC. & BELOW) AR / PERSON MAKING REQUEST: 1►G&.� SO\Qk\b, m it STREET ADDRESS (WHERE W/S IS n LEGAL DESCRIPTION: BLK: I I I O LT: I "3 I SUBD: L, tO. PROPERTY SIZE:* ( `) X ( —' ) = MZH' SO. FT.** *AREA DESIGNATED SHALL INCLUDE REQUIRED SETBACKS. BE AT OR BELOW 108,900 SQ. FT. TO USE THIS FORM. .•I� •e-A- TOTAL WATER CHARGES •N • N . alAr -aAt- SEWER TAP !- 4 X SEWER INSPECTION FEE ( )FOR LIVESTOCK USE ONLY - WATERFRONT FOOT FEES NOT APPLICABLE AT THIS TIME. *NgNDAUM SIZE TAPS AS PERP. I. C. M SANITARY SEWERDESIGNREQUIREMENTS, CHAPTER 4, SECTION 4.03-G. NOTE: FOR LARGER TAPS CONTACT WATER/SEWER SUPERINTENDENT. D ©O JI DATE OF PAYMENT: RECEIPT NUMBER ! U CLERK'S INITIALS: S� WORK ORDERNUMBER S_\CPSbm\lNSPECITON Drv"MDNVmpecd=\Waicr & Sewertie on com-prop.doc (2S Ac & below) . 11-16-05 Rev. CITY OF LA PORTE 604 W FAIRMONT PARKWAY LA PORTE, TEXAS LA PORTE TX 77571 C E R T I F I C A T E O F O C C U P A N C Y Issue Date . . . Parcel Number . . Property Address Subdivision Name Legal Description Property Zoning . Owner. . . . . . Contractor . . . Application number Description of Work Construction type . Occupancy type . . Flood Zone . . . . P E R M A N E N T 5/25/11 024-189-010-0001 1101 S BROADWAY ST A LA PORTE TX 77571 LA PORTE LTS 1 THRU 31 BLK 1110 LA PORTE COMM - GENERAL . LA PORTE RETAIL LLC ICE SOLUTION 10-00000993 000 000 NEW, COMMERCIAL WOOD FRAME (TYPE V) STORAGE Building Official UT VOID UNLESS SIGNED BY BUILDING OFFICINAL CL f 2 gm. K. g,mlM FAXED:' T POLE CONST ELEV CERT'- recv'd if In AE/VE zone) FORM SURVEY If applicable) GROUND PLUMBING PIERS -1 12CDIT N I TER SERVI= I -LLAU tjoLr It)-! NoYr R I&Lq R AJ D yv-& 131 Ull 0 f,3 3 COVER-UP vl.aa LEAD TEST/ BRICK TIE DRIVEWAY I It SIDEWALKS FINAL DRAINAGEIGRADING FINAL ELEV CERTIFICATE,, RECEIVED: ELEVATION SHOWN FOR TOP' OF FINISHED'FLOOR IS: REQUIRED BFE:— IS THE ELEVATION SHOWN _1V'OR MORE ABOVE BFE: (YES) OR (NO) FAXED: GAS FINAL ✓ q-_97-16 FAXED: 4 7 4 ELECTRIC FINAL OTHER (patio, lawn sprinklers, etc.) 77�72/ 6 r^x Jkl 4L LI'ma, %✓ -i� T_(j f LVOA. C, rZ tQ3, 0--o FINAL ltj�ja I\J 0 rwtz "uGb& lo REIINSPECTIONSD(VISION/INSPECTlONSXRE6 INSPSHEEPm 531S �t�s � Vs rv--41L C, LEGAL DATE WATERFRONT FT FEES SEWER FRONT FT FEES WATER TAP-�DO m��C SEWER TAP �'1 W&cS WORK ORDER # 5 I P 95 DATE NEWfCWj—�ADDITION ADDRESSREQUEST ZONING CLASSIFICATION FLOOD ZONE BLDG PLANS SUBMITTED BLDG PLANS REVIEWED FEES PAID �b �• SAE, 00 '\ �Br.�L1�il.• 5��4. FLOOD ZONE PERMIT (required if AE or VE zone) BUILDING PERMIT PLAN REVIEW FEE DRIVEWAY TIE IN FEE PARK LAND FEE - ZONE/ ELECTRICAL PERMIT TEMPORARY POWER POLE PLUMBING PERMIT MECHANICAL P �ofuo G o6�oe SACPSha Umpectloi= Y PERMIT # 10- 003 N/A N 1350. °0 OU `33.7,S 30,0-0 5000 u FIRE MARSHAL INSPECTION TO: DEPARTMENT: FAX: FROM: DEPARTMENT: BUSINESS NAME: ADDRESS: CONTACT: PHONE NUMBER: CITY INSPECTION DATE: WHAT KIND OF INSP. SANDY WISE FIRE MARSHAL 281-867-4629 Krystle Capstin INSPECTIONS 1101 S Broadway St A Ren 713-855-8288 5/20/2011 PM BLDG FINAL 1 F. 01 ' K TRANSACTION REPORT MAY-20-2011 FRI 01:48 PM DATE START RECEIVER TX TIME M PAGES TYPE NOTE M# DP I< MAY-ff 01:47 PM'92818674629 44"(1) 1 SEND OK 873 TOTAL ; 44S PAGES: 1 1< � :K�K��>K>K�1<NcNc>K�>K:K>K>K:k>KNc:K��:K:KNc1cNc:K1C1CiK:K1<:K>K:KIC�MCNc1<:K�1CNc1<I<iKI:>K>K:K:KNc�I:ICN: Nc:KIC1CNciclCl<�Mc1CNcNc IC ICE:KNcNcIC:K:KIC1cICNcNcIC>K�KIC>K:KNc�:KIC�>K��� FIRE MARSHAI, INSPECTION TO: DEPARTMENT: FAX: F110M: DEPARTMENT: BUSINESS NAIVII;: Al) MESS: CONTACT: PIIONI+ NUMBF14: CITY INSPECTION DATE: WHAT KIND OF INSP, SANDY WISE FIRE MAIZSFIA1,, 281-8674629 Krystle Capstin INSPECTIONS 1101 S Broadway St A Ren 713-855-8288 5r2012011 PM BLI)C FINAL City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT**** Application Number . . . . . 10-00000993 Date 5/17/11 Property Address . . . . . . 1101 S BROADWAY ST A HCAD Number: 024-189-010-0001 Alternate Search Method: Application type description NEW, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . Property Zoning . . . . . . . COMM - GENERAL Owner ------------------------ LA PORTE RETAIL LLC 515 W GREENS RD STE 700 HOUSTON TX 770674510 Contractor ------------------------ ICE SOLUTION COVINGTON INTEREST LLC 3419 MERCER ST HOUSTON TX 77027 Other struct info . . . . . FLOOD ZONE X Permit . . . . . . MECHANICAL PERMIT Additional desc . . MECH FOR ICE MACHINE Permit pin number 385088 Sub Contractor TMCO Permit Fee . . . . 30.00 Issue Date . . . . 5/17/11 Valuation . . . . 300 Expiration Date . . 11/13/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 15.0000 THOU MECH - UP TO $1,000 15.00 ---------------------------------------------------------------------------- Special Notes and Comments June 22, 2010 7:31:22 AM lapovfl. 1. CALL FOR INSPECTIONS. 2. MUST OBTAIN SEPARATE PERMITS FOR PLUMBING, ELECTRICAL AND SIGNAGE ALONG WITH CORRESPONDING INSPECTIONS AND ALSO MECHANICAL PERMITS AND INSPECTIONS. 3. INSTALL "P" TRAP ON SEWER LINE. 4. CALL FOR FINAL INSPECTION. 5. REFER TO CITY APPROVED CERTIFIED SITE PLAN. 6. CALL FOR FINAL INSPECTION WHEN COMPLETE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 30.00 30.00 .00 .00 Grand Total 30.00 30.00 .00 .00 Id"011 jzd /l �/ o5/17/2010 07:02 FAX 7138352888 CLARK 2 002/002 PERMIT APPLICATION City Of La Polite tablished 1892 281-470-5073 Building Mechanical, "Electrical "Plumbing *(See back of form) q Project Address: O l /7 Lot Subdivision, LA Po Q%t" Block: Owner's Name: L 122 a=3E: Phone: Address: 5 2 s' y ✓ S street city Zip Contractor.Tiw Peyz4� l (E _—Law C6o Phone: " a I Address: City Zip p Contractor Email address: QiG S�} C� S Fax: 713 -3 s� o bCon t Pe�son;�E/2nJA It d G Engineer Building Use: rC•(5 + (,l 4:—M2= C, I Sq,Footage: # Stories w Valuation: 3�p yJ Describe Work J , AUidPr� /IY�St� PW NKR D OF A FULL, APPLICANTS SIGNATURE DATE: APPLICANTS PRINTED NAME 6 6(N E - C_ (~ For City Use Only Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Parking Rea. Last use of Building Date use cew ed: Commercial Buildings Plans,On, nl -Fire Marshal Approval Date. Checked/Approved for Issuance By: D CEe Special Conditions: Taxes HCAD Residential driveway tie-in fee: Fee: ee: Parkland(New es. Onl Zone # Permit No. /n ~ qI-� Permit Fee d Plan Check I N W, CITT -F LA PORTE, TX F, P R I N T *** CUSTOMER RECEIPT *** Batch ID: LAPOBFF 5/17/11 10 Receipt no: 96617 Type SvcCd Description Amount 2010 993 BP PERMITS Qty 1.00 $30.00 1101 S BROADWAY #A Trans number: 2251394 VM VISA/MASTER CONV FEES Qty 1.00 $3.00 Trans number: 225139S SERVICES & CHARGES 0016146515SO06 POOLED CASH / POOLE 00100001010100 Tender detail VM Ref#: 58071001 $33-00 Total tendered: $33.00 Total payment: $33.00 Trans date: 5/17/11 Time: 8:36:27 THANK YOU FOR YOUR PROMPT PAYMENT P. Ol TRANSACTION REPORT MAY-17-2011 TUE 09:41 AM � DATE START RECEIVER TX TIME(L)PAGES TYPE NOTE NO DP MAY-17 09:40 AM 97138352686 50"(1) 2 SEND OK 851 K TOTAL 60S PAGES; 2 � Mc City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571. (281)470-5073 INSPECTION LINE:(281) 470-5130 ****MECHANICAL PERMIT Application Number . . Property Address . . . . . HCAD Number: Alternate Search, Method: Application type description Subdivision Name . . . . Property Use . . . • . . Property Zoning . . . . . . 10-00000993 1101 s BROADWAY ST A 024-189'-010-0001 NEW, COMMERCIAL LA PORT-E COMM - GENERAL Date 5/17111 Owner Contractor LA-PORTEyRETAIL- LLC-ICE SOLUTION' 515 W GREENS RD STE 700 COVINGTON INTEREST LLC HOUSTON TX 770674510 3419 MERCER ST HOUSTON TX 77027 Other struct info FLOOD ZONE -------------------------------------------------------------------------- Permit Additional desc . Permit pin number Sub Contractor Permit Fee Issue Date . . . Expiration Date . MECHANICAL PERMIT MECH FOR ICE, MACHINE 38'5088 TMCO 30.00 5/17/11 11/13/11 Qty Unit Charge Per .BASE FEE Valuation . . . od' Extension 15.00 u City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****PLUMBING PERMIT**** ---------------------------------------------------------------------------- Application Number . . . . . 10-00000993 Date 9/30/10 Property Address . . . . . . 1101 S BROADWAY ST A HCAD Number: 024-189-010-0001 Alternate Search Method: Application type description NEW, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . Property Zoning . . . . . . . COMM - GENERAL Owner Contractor LA PORTE RETAIL LLC ICE SOLUTION 515 W GREENS RD STE 700 COVINGTON INTEREST LLC HOUSTON TX 770674510 3419 MERCER ST . HOUSTON TX 77027 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc HOOK UP ICE MACHINE Sub Contractor AQUEDUCT PLBG CO LLC Permit Fee . . . . 33.75 Issue Date . . . . 9/30/10 Valuation . . . . 0 Expiration Date . . 3/29/11 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 7.5000 EA PL - SEWER-NEW,REPAIR,REPLACE 7.50 1.00 7.5000 EA PL - WATER PIPE/TREATING EQUIP 7.50 1.00 3.7500 EA PL-VACCUM BREAK/BACKFLOW <6 3.75 ---------------------------------------------------------------------------- Special Notes and Comments June 22, 2010 7:31:22 AM lapovfl. 1. CALL FOR INSPECTIONS. 2. MUST OBTAIN SEPARATE PERMITS FOR PLUMBING, ELECTRICAL AND SIGNAGE ALONG WITH CORRESPONDING INSPECTIONS AND ALSO MECHANICAL PERMITS AND INSPECTIONS. 3. INSTALL "P" TRAP ON SEWER LINE. 4. CALL FOR FINAL INSPECTION. 5. REFER TO CITY APPROVED CERTIFIED SITE PLAN. 6. CALL FOR FINAL INSPECTION WHEN COMPLETE. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited --------------------------------------------------------- Due Permit Fee Total 33.75 33.75 .00 .00 Grand Total 33.75 33.75 .00 .00 C�_ 3�-io pERMIT APPLICATION OF a City of La Porte Established 1892 281-470-5073 Building Mechanical *Electrical *Plumbing *(See back of form) Project Address: S16division: Owner's Name: Ice, ,SOkVtI6�)2 ` Address: •3111la (Q--CCr � Jb\vA S.tr�od City .-? ( 3 - �-5 S- t- %, --�I Oz --) zap Address: I `1 (6/U 3 1_, s:�C r , Rt - t city zip Fax: acst Person , Building Use: Sq. Footage: # Stories—, tA rt Valuation: Descrrbe war]c °� �P i C 2 U li NOT A VALID PERMIT UNIff, OWNER IS NI OMTMD OF APPROVAL & ALL APPUCABLE FEES ARE PAID IN Fum APPLICANTS SIGNATURE LAI �' `n " ✓ DATE: Q` r � � J � 0 APPLICANTS PRINTED NAME u ' k I l" ^^ (-� V-17w n For City Use Only Occupancy Type Flood Zone Class Work Sq. Ft' Construction Type Use Zone #Stories Parking Req Last use of Build; Date use ceased: Commercial Buildings Plans Onl Fire Marshal Approval PIItD Checked/Approve3 for Issuance By'. Date CE: special Conditions: r Col' ..ETE 1— Description THIS SECTION FOR ELECTRI" ". PERMITS:: MEiAIUM CHARGE. ON PERM IS $20.00 Charges Quantity Fees PERMIT ISSUE FEE $750 $7.50 Outlets, Ffxtnres, Lights & Switches (1" 5 - Flat fee) $ 3.00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Wafer Heater $ 3.75-each DishwashedCTsrbage Disposal $1.50 each Meter Loop & Service (includes Temporwy ci4-in) $15.00 each Temporary Saw Pole Cr PoIe) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including''/: hp $1 SO each % hp and less than 10 hp $ 2.50 each 10 hp &' up to 50 hp $ 3S0 each 50 hp and up $ 450 each Total Fee • r • • • • a r E•M NOTE:u n •CHARGE • a� i ►, i r i Description. • PERMIT ISSUE FEE $I5.00 SIS.DO Fhtrm/Drains/Traps $ 3.75 each Sewer (New, Repair, or Replacement) $ 750 each �_ / • 7 Septic Tank/Seepage PWDrain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 oidle&, fled fee) $ 750 Gas Piping System (over 4 ordleU-each) $ 150 each Installation, Alteration or Repair of Water Piping and/or Water ! -7 �� Treating Equipment $ 7.50 each + Repair/Aharslion- Drain. orVent $ 7.50each Each VacumnBreakedBackflowProtection Each One (1-5) $ 3.75 each �_ 3 •7 Each One (Over 5) $ 2.25 each Reinspectinn Fee $35.0D each Total 3 3 , - 5 S.'Uty Plm ft @=mVWIIiSPBCP 0M DrM10Nbv=bm6B1dgAPptdoc City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****ELECTRICAL PERMIT**** --------------------------------------------------------------------- Application Number . . . . . 10-00000993 Date 9/17/10 Property Address . . . . . . 1101 S BROADWAY ST A HCAD Number: 024-189-010-0001 Alternate Search Method: Application type description NEW, COMMERCIAL Subdivision Name . . . . . . LA PORTE Property Use . . . . . . . . Property Zoning . . . . . . . COMM - GENERAL Owner Contractor LA PORTE RETAIL LLC ICE SOLUTION 515 W GREENS RD STE 700 COVINGTON INTEREST LLC HOUSTON TX 770674510 3419 MERCER ST HOUSTON TX 77027 -------------------- Permit . . . . Additional desc Sub Contractor Permit Fee Issue Date Expiration Date ELECTRICAL PERMIT WIRE SERVICE RISER GEORGES ELECTRICAL SERVICE 22.50 9/17/10 Valuation 3/16/11 Qty Unit Charge Per Extensioi BASE FEE 7.5( 1.00 15.0000 EA EL - METER LOOP & SERVICE/TCI 15.0( --------------------------------------------------------------------------- Special Notes and Comments June 22, 2010 7:31:22 AM lapovfl. 1. CALL FOR INSPECTIONS. 2. MUST OBTAIN SEPARATE PERMITS FOR PLUMBING, ELECTRICAL AND SIGNAGE ALONG WITH CORRESPONDING INSPECTIONS AND ALSO MECHANICAL PERMITS AND INSPECTIONS. 3. INSTALL "P" TRAP ON SEWER LINE. 4. CALL FOR FINAL INSPECTION. 5. REFER TO CITY APPROVED CERTIFIED SITE PLAN. 6. CALL FOR FINAL INSPECTION WHEN COMPLETE. --------------------------------------------------------------------------- Fee summary Charged Paid Credited ----------------------------------------------- Due ---------- Permit Fee Total 22.50 22.50 .00 .00 Grand Total 22.50 22.50 .00 .00 ------------- - -- - - ------------ Signature of Contractor or Authori ed Agent Date q-(Z -C O Approved by Building Official or Authorized Agent Date PEPdMTr APPLICATION A of l •,p• City Of La Porte Established 1892 281470-5073 5 Building Mechanical *Electrical ✓ *Plumbing r1 a *(See back of form) Project Address: I O I S a [J t2D 4-U ul , Se /T Lot: Owner's Name: I KA'L2Cdvl,u� ��ca yG��rolvfoNS Phone: 3 LVr M t Z-CC 2 ff-ea, Street city 702-7 Zip Contractor. G Co2� w5 � < t2tc�� 5e'r2 w e is T7do c Phone: 713 F 0 S 3 `l 6 z Address: 1 -72 5S 9q S't AU iL ��ry �cf 77 f 9 3 Street /t n r- Zip C—f 5IA/C6V0-V go fGhTLc d''NIL{" Contractor Email address: Fax: Zg 1-3 %%- 7T- rf3 Contact Person: 6-4-D r`5 & T A/r o'- Building Use: x G g, L Valuation: 1 5-0 6 APPLICANTS PRINTED NAME 6�-Cr i" i 7 r / ! W 4L/ Sq. Footage: # Stories Describe Work: ff7%2uI6 For City Use Only Occupancy Type Flood Zone Class Work Sq. Ft. Construction Type Use Zone # Stories Parking Reo Last use of Building Date use ceased: Commercial Buildings Plans Only -Fire Marshal Approval Date Checked/Approved for Issuance By: Date CE: Special Conditions: l O - 1q3 Residential driveway tie-in fee: Parkland(New Res. Onl Zone # Fee: PermitNo. Permit Fee o�3 SPlan Check Fee: COMPLETI' IS SECTION FOR ELECTRICAL PE10, NOTE: i ...,,MUM CHARGE ON PERMITS) IS $20� f Description Charges Quantity Fees PERMIT ISSUE FEE $7.50 $7.50 Outlets, Fixtures, Lights & Switches (15` 5 - Flat fee) $ 3.00 Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service 670 (includes Temporary cut -in) $15.00 each (� Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Reinspection Fee $35.00 each MOTORS: Up to but not including''/S hp $ 1.50 each '/z hp and less than 10 hp $ 2.50 each 10 hp & up to 50 hp $ 3.50 each 50 hp and up $ 450 each Total Fee 1 2S% COMPLETE THIS SECTION FOR PLUMBING PERMITS NOTE: MINIMUM CHARGE ON PERMIT(S) IS $20.00 Description Charges Quantity Fees PERMIT ISSUE FEE $15.00 Fixtures/Drains/Traps $ 3.75 each Sewer (New, Repair, or Replacement) $ 7.50 each Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (14 outlets, flat fee) $ 7.50 Gas Piping System (over 4 outlets -each) $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration-Drain or Vent $ 7.50 each Each Vacuum Breaker/Backflow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $ 2.25 each Reinspection Fee $35.00 each Total S*Xity Planning Shm\04-INSPECTIONS DIVISION\hspa ow\Bldg PenmtAppLdoc 15.00 City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE:(281) 470-5130 ****BUILDING PERMIT**** ------------------------------------ Application Number . . . . . Property Address . . . . . . HCAD Number: Application type description Subdivision Name . . . . . . Property Use . . . . . . . . Property Zoning . . . . . . . Application valuation . . . . Owner 10-00000993 1101 S BROADWAY ST A 024-189-010-0001 NEW, COMMERCIAL LA PORTE COMM - GENERAL 45000 ------------------------ LA PORTE RETAIL LLC 515 W GREENS RD STE 700 HOUSTON TX 770674510 Contractor ---------------- Date 6/23/10 ICE SOLUTION COVINGTON INTEREST LLC 3419 MERCER ST HOUSTON TX 77027 Structure Information 000 000 Construction Type . . . . . WOOD FRAME (TYPE V) Occupancy Type . . . . . . STORAGE Other struct info . . . . . FLOOD ZONE X ---------------------------------------------------------------------------- Permit . . . . . . BLDG PERMIT -NEW COMMERCIAL Additional desc . . ICE AND WATER KIOSK Permit Fee . . . . 350.00 Plan Check Fee 175.00 Issue Date . . . . 6/23/10 Valuation . . . . 45000 Expiration Date . . 12/20/10 Qty Unit Charge Per Extension BASE FEE 20.00 44.00 7.5000 THOU BLDG - 1,001 - 50,000 330.00 ---------------------------------------------------------------------------- Special Notes and Comments June 22, 2010 7:31:22 AM lapovfl. 1. CALL FOR INSPECTIONS. 2. MUST OBTAIN SEPARATE PERMITS FOR PLUMBING, ELECTRICAL AND SIGNAGE ALONG WITH CORRESPONDING INSPECTIONS AND ALSO MECHANICAL PERMITS AND INSPECTIONS. 3. INSTALL "P" TRAP ON SEWER LINE. / 4. CALL FOR FINAL INSPECTION. 5. REFER TO CITY APPROVED CERTIFIED SITE PLAN. / 6. CALL FOR FINAL INSPECTION WHEN V COMPLETE. ----------------------------------------------------------------------- Other Fees . . . . . . . . . SEWER - TAP 290.00 WATER - TAP FEE 720.00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due City of La Porte 604 W Fairmont Pkwy La Porte, Tx 77571 (281)470-5073 INSPECTION LINE ****BUILDING PERMIT**** ----------------------------------------------------- Application Number . . . . . 10-00000993 --------------------------- Permit Fee Total 350.00 ---------- 350.00 Plan Check Total 175.00 175.00 Other Fee Total 1010.00 1010.00 Grand Total 1535.00 1535.00 ------------ (281) 470-5130 .00 .00 .00 .00 ---------------- Page 2 Date 6/23/10 .00 .00 .00 .00 ------------ ------ (StGNM'V OF CONTPACTOR OR AUTHORIZED AGENT) DATE 1 L--� (APPROVED BY BUILDING OFFICIAL OR AUTHORIZED AGE DATE e,[e ti 7W � ,FIVE 4 2O1U � PERMTr APPLICATION MAY !i City 01 JLI T(`'pp �a Porte. Established 1892 pF 4w 281-470-5073 Building_ Mechanical *Electrical *Plumbing *(See back of form) Project Address 101 $ 13 ro wol W aY S wl+r "A a Lot l T h rtt 31 subdivision: Lq P60,76 Block: 11 10 Owner's Name: Lo, PorF4 Ke 4il LAC, Phone: 2!j1'yy-- 5100 Address: 2G j- Nor4 S,5,ae- ISO 49-A,- y, Street City Zip Contractor. Ece So\v J,Oyi5 Phone L City U Building Use: -sG2 'k� L4 C, aW -� tY2.-7- Zip Sq. Footage:—# Stories Valuation:—k5,000 Descnbe Work: MY 2-4 w'4�w NOT A VALID PERMIT UNTIIJ OWNER IS NOTEMP OF APPROVAL & ALL APPLICABLE FEES ARE PAID IN FULL For City Use Only Occupancy Type_S ' ZQ Flood Zone_ Class Work Sq.Ft Construction Typey Use Zone # Stories —Parking Req�p Last use of Building w) �� Date use ceased: N I A1 ...., ;,.: IRMW ems s . ,. arm a s-b— w C i l •.4��t Checked/Approved for Issuance BY-- /YU4 w 944&^`- Date ♦ig /�/s� l''b•• Residential driveway tie-in fee:_ parkland(New Res. Only): Zone #. 'Pla�nChock Fee: uvtt. U CO THIS SECTION FOR ELEIEP=S:: y • C ? ' MINBfUM CHARGE ON P t S20.00 Description ' ; Charges Quantity Fees r PERMIT ISSUE FEE $7.50 $7.50 Outlets, Fn tunes, Lights & Switches (1 ° 5 - Flat fee) $ 3 AO Above Items (All Others) $ 0.60 each Clothes Washer/ Dryer $ 2.00 each Range Receptacle $ 3.00 each Cook Top or Oven $ 1.50 each A/C, Window Unit Receptacle $ 3.00 each Water Heater $ 3.75 each Dishwasher/Garbage Disposal $ 1.50 each Meter Loop & Service (includes Temporary cut -in) ... $15.00 each Temporary Saw Pole (T Pole) $15.00 each Reconnection of Service $15.00 each Remspection Fee $35.00 each MOTORS:. • j. Up to but not including'`/z hp $ 1.50 each /2 hp and less than 10, hp $ 2.50 each 10hp&upto50hp $3.50each 50 hp and up $ 4.50 each ' Total Fee COMPLETE THIS SECTION FOR PLUMBING PERMITS -- .k OTE: NI NEYIUM CHARGE'ON PERMIT(S) IS $20.00 De=r'.onj Charges Quantity Fees PERMIT ISSUE FF $15.00 FbtzesolDrams/Tyaps $ 3.75 each Sewer (New; Re, or Replacement) $ 7.50 each • Septic Tank/Seepage Pit/Drain Field $15.00 each Water Heater $ 3.75 each Gas Piping System (1-4 ondlets, flatfee) $ 7.50 Gas Piping System (over 4 ondiets-emN $ 1.50 each Installation, Alteration or Repair of Water Piping and/or Water Treating Equipment $ 7.50 each Repair/Alteration-Dram or Vent $ 7.50 each Each Vacuum Break=SacMlow Protection Each One (1-5) $ 3.75 each Each One (Over 5) $' 225 each ' Remspection Fee $35.00 each 15.00 11.E (C E @ Y7 iE , MAY 14 2010 BY- S:6rt sameN-N wnomDn ox b=\mdgPmn3rtnwtaw a :` �� _� ' 4��;•-1j' CONEMERCIAL PLAN REVIEW COVER SHE;. (INTERNAL USE) ADDRESS: // 0 / S. B C0aAkz%y _r� e�$ 420 K�osK �r�� soJu��cws) �, n.'f / OWNER'S NAME: LAP 6d& H PROJECT TYPE: Ki osK NEW: • ADDN: HCAD#: 024 - 189 - 010 - 0001 HTE LOC#: FLOOD ZONE: X Y/N SUB /DATE RETURNED o %t W CERT. SITE PLAN APPROVAL d 1 City Cops 4* (kft1Q5 iN'ob®- (Applicable on Demo, Addn, or Remo e ) (Applicable to Comm. Or Ind.) (If yes, permit cannot be issued) (If yes, permit cannot be issued) (If yes, figure fees. If no, use w/s form to explain wby they are not) TAXES UP TO DATE?: 0 V--_ DATE OF REVIEW: INSPECTOR:-97 ITEMS NEEDED FOR ISSUANCE OF PERMIT: lir �QG S2o /O S iX-.0 NAME OF PERSON CONTACTED. A;Az ep-& . t FAI*- 970 1 •dune~ 0 i 3)— 85S ,►a a- s= Rz gs S-.CPSh=\INSPECnON DNISIONumtipa'6on=` & PLAN REVIEW COVER SHEErAM RM. MAROB m Inspections Division Building Permit Checklist Page % / 00- V 0/0- I.S�ri VP/ 8• des or No ;City Ord 106-142) Yes or No (State Law) Yes or No (State Law) Yes or No (State Law) Yes or No (CLP Resolution) Yes or No C"Resolution) Yes or No 106-141) Yes or No (City Ord 106-141) Yes or No (City Ord 106-141) Yes or No �. ^- -lq& Rapt. Yes or No ___ Yes or No moccei (City Ord 1444-A) Yes or No W-upingr (City Ord 1501-R5) Yes or No (City Ord 194-63) Yes or No (Ord 759-F) Yes or No • (Ord 759-F) Yes or No (City Ord 74-121(c) Yes or No (City Ord 82-35) Yes or No • Construction Drawings with Engineer's Seal (if applicable) (State Law) Yes or No a II ,, Aar;nn "Line (State Law) Yes or No ,• (State Law) Yes or No • (State Law) Yes or No .•• (State Law) Yes or No • (State Taw) .Yes or No • (State Law) Yes or No ••,,,.,�,,pk,,,� (State Law) Yes or No e (State Law) Yes or No S:\CPSh=\INSPEC ON DIVISIONWspeetionsUdg P Checklist ComlMwOgdoc I ICE HOUSE. AMERICA - MODULAR ICE HOUSE DRAWINGS ATE C❑DE 'REQUIREMENTS/DESIGN L❑ADSC,TY (fin �►•�r� u3D6 NTERNATIONAL BUILDING CODE' w/CITY OF 4G6&;Fad' AMENDMENTS)',. NON - FLOOD HAZARD FLOOR L.L. 125 PSF, ROOF LL 20 PSF, ROOF SNOW LOAD 50 PSF SUPER IMPOSED LL 125 PSF (ICE BIN) �y 1-WIND::MAX15O MPH; Iw = 0,87, EXP. C„ A = 1.21, PER ASCE 7 CFR 44 HORIZONTAL - q = 35.7 psf 41► UPLIFT -q = -42.9 psf INSTALLATION SITE WILL HAVE NO ESCARPMENT ABOVE 15 FEET. THE MODULAR PORTION OF THE INS TAL_LATION. SHALL NOT BE LOCATED " BELOW THE BASE FLOOD_ ELEVATtON. SEISMIC USE GROUP = I R EQUIVALENT LATERAL FORCE PROCEDURE efe� t SITE CLASS D, I=1.0, Ss =2.56 g, SI=1.49 g /7jf. O Cj R=6.0 (worst case any where In USA) yea 4110 BASE SHEAR V=C Ws s =.285 LOAD CASES DL+LL=DL OF BLDG + ICE/ICE BIN + ROOF MOUNTED EQUIPMENT + FLOOR/ROOF LL DL+LL=DL OF BLDG + ICE/ICE BIN + ROOF MOUNTED EQUIPMENT + WIND LOAD DL + SEISMIC=WIND CONTROLS qRF IFS, DRAWING LIST; ED ELECTRICAL SCHEDULES 101y00'//FYj'��°p� 11 DRAWING GENERAL INFORMATEX ION EIA LIIGHTINGE El POWER LAN PLAN l�lyFCyN NsE s 2 WATER USAGE E2 ELECTRICAL RISER I, Al FLOOR/FRAMING PLANS E3 GROUNDING DETAIL CfisO 0p/tj A3 ROOF SUPPORT DETAIL S1 FLOOR A2 ROOF SUPPORT PLAN RFRAMING ICAL EPLANATIONS „ CC(/��/N� A4 ICE MAKER/LOCATION 6 ICE BIN DETAIL S2 ROOF FRAMING PLAN (/+ A5 PERMATHERM PANEL INFORMATION S3 BUILDING SECTIONS v (4�j A6 BUILDING ELEVATIONS S4 STRUCTURAL DETAILS --1 A7 BUILDING ELEVATIONS S5 STRUCTURAL DETAILS DI ELEVATION, SECTION It DETAILS AWNING WIND LOAD CAPACITY D2 FRAME PLAN DETAILS AW03 FRONT AWNING INSTALLATION D3 ANCHOR SYSTEM DETAILS 2 CORNERS D4 FOUNDATION SLAB LAYOUT D5 TYPICAL ANCHOR ASSEMBLY AT ` CORNERS ^ r—_ 0 ,... . D6 ANCHOR SYSTEM LAYOUT FOUNDATION r-� � �.• 1 D7 OPTIONAL ANCHOR SYSTEM LAYOUT II tt MAY 14 2010 I I :• FOUNDATION M-102 II p ! j JOE B. 0 Illi Pl PLUMBING PLAN BY:� �,a �" "'• ". P2 PLUMBING DETAILS SEWER CONNECTION P3 PLUMBING SPECIFICATIONS 1 P4 WATER DISPENSING PLUMBING 11 1%% WD11 WATER DISPENSER INSTALLATION CERTIFICATE REGISTRATION N0. F-4339 oI a 201° Ice House America INDEX PAGE SCAE: NONE voaoua,roe. RED March eo.a..wso 13361 Atlantic Blvd. C� Ad2ms& Ch"-.-p.'1cm¢rm .1740J HOUSTON-TEXAS STATE: HOUS70N,MC,mwhklAssociates'Pll:("t�e'667s -Jacksonville, Florida 32225 ' TEAS F.W... roR.le.O:3 904-241-7535 PERMIT SET a `GE'NERAL NOTES: (MIN. REQUI ENTS) 2Y3 INTERNATIONAL BUILDING CODE M/ CITY Of AMENOIENTS 1 ALL DOORS ARE OPENA%E FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOO.. M SPECIAL KNOWLEDGE OR EFFORT MANUALLY OPERATED PUSH BO.TS OR SURFACE BOLTS SHALL NOT BE USED. /F T 110i,TyF TTyFCy eq,Is F�SCC 6' 41 ELECTRICAL NOTES: (MIN. REQUIREMENTS) ��rt M NATIONAL ELECTRICAL CODE f LACy Of p LA E -FT- M� c I. ALL CIRCUITS AND EQUPMENT IS GROUNDED IN ACCORDANCE WITH THE APPROPRIATEARTICLES Of •1 BEY IJ ILDIWO INSTALLER TALLS TO PROIPMNT OR DEELECTRICAL VICE. (INSTALLED BUILDINGL BE THE AnANY SITE OF THE $/fo p/.OwV�� 2. CONSTRUCTION TYPE IS V-B, 3, THE SITTING OF THIS BUILDING IS THE RESPONSIBILITY OF THE BUILDING USER. 4. SEISMIC DESIGN CATEWRY-C S. DESIGN SPEED IS 1% MAN, EXPOSURE C. 6. ONE STORY, 196 SO FT T. OCCUPANCY CLASSIFICAII06 S-2 ICE STORAGE BUILDING, OCCUPANT LOAD • 0. IS ROOF LIVE LOAD - DO PSF (SNOW CONTROLS), FLOOR LIVE LOAD - 125 PSF 2. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MIN BREAKER MUST BE DESIGNED AND VERIFIED AS BEING IN COMPLETE COMPLIANCE WITH SECTION 110-9 OF THE NEC BY LOCAL ELECTRICAL CONSULTANT, 3. ALL CIRCUITS AND ELECTRICAL EQUIPMENT SHALL BE GROUNDED IN ACCORDANCE WITH APPROPRIATE ARTICLES OF THE MATSUIML ELECTRICAL CODE. n� MECHANICAL/PLUMBING NOTES: \ ZOQ r L PLUMBING DESIGN, FABRICATION L INSTALLATION TO CONFORM TO THE i'p0 IM URN PLOIBING CODE 2. MECHANICAL DESIGN. EQUIPMENT L INSTALLATION TO CGNFORM TD THE 2pDR- W ORM MECHANICAL CODE SITE INSTALLED ITEMS Zou Z FVIC I. SET UP INSTRUCTIONS ARE PROVIDED WITH EACH OMIT BY IM AS AN ATTACHMENT TO THE BUILDING PLANS. 2. THE FOLLOWING IS A LIST OF NECESSARY ITEMS OF WORK AND MATERIALS THAT MAY BE REQUIRED FOR COMPLETE MSTALLATIONS THAT ME THE RESPONSIBILITY OF OWNER, ALL SITE RELATED ITEMS ME SUBJECT TD LOCAL JURISDICTION APPROVAL AND em P Nee T D BY i ENGINEER OF PF 0 R T RD PARTY R;5.. R 0. THE COMPLETE GN SUPPORT IL TIE SYSTEM, e T B.RAMPS,, STAIRS, L GENERAL ACCESS 10 THE BUILDING, L ELECTRICAL SM HOOK-UP TO BUILDING MROOF O FIELD WIRING 10 THE TOP MC i B.WATER SUPPLYY AND NB➢ SEVERERHOOK-UP FOR BUILDING. L ICE IMMUST BE MOUNTED AMR THAT VALLLL O THE THE ENO WALL SHARE TnE VERTICAL LOAD WITH THEREAA R ICE BIN GOOF L Wf TIE APPROVED DESIGN IS FOR ONLY ONE R TOP MOUNTED ICE MAKER. FOUNDATION THESE BUILDING PLANS CONTAIN PREUNNARY FOUNDATION SUPPORT AND RE DONN SYSTEM DETAILS AND SPECIFICATIONS FOR NORMAL STABLE SOIL CONDUONS. THE ARCMTECT/ENGINEER OF THE BUILDING PUNS SHOULD BE CONTACTED TO OBTAIN SITE SPECIFIC FOUNDATIONMAY 14 2010 PLANS IF REQUIRED. MM IF ARCNnECin/ENGINEERSO'RDESIGNED THEBUM.DNC PLAINS SMALL NOT BE HELD RESPONSIBLE OR UABLE FOR THE FOUNDATION DESIGN AND 1HE CONSEQUENTIAL - - PERFORMANCE OF THE SUPERSTRUCTURES STRUCTURAL COMPONENTS AND SYSTEMS RELATING THERETO. REr. ® Ice House House AmericDCC ENE; NdE 11° A- 2003 INTERNATIONAL i REr. March eo.aR.Naev 1336t Atlantic BIW. BUILDING CODE SrLTE: HOnT M, Adams& tTNnNnmFa r.""`."`nNo( TEIAS Associates %:1°21�h61 Jock°onvOtB, Florida 32225 Fmlw Fwr•� we A IU RII 904-241—T535 w -ICE HOUSE`"WATER—US9QE CALCULATIONS,` WATER USAGE BASED ON 120 MAXIMUM VENDS PER DAY 2 1611 OF ICE EACH 16Hx120=1920N OF ICE/DAY 2 56k/FT'FOR ICE =34.29 FTC OF ICE/DAY =34.29 FT' x 0.897 = 30.76 FT OF WATER. =30.76 FT'x 7.48 = 230 GALLON/DAY OF_WATER� ICE TO WATER CONVERSION 56/62.4 = 0.897 FT'OF WATER = 1.0 FT30F ICE DUE TO EXPANSION FT TO GAL CONVERSION 7.48 GAL/FTC qce�/o rieaSlrA pia°V� IF THE ARE �DAFW P1gNs T THE C/ QU CPA try- p�PRl1?�Q MAY 14 1010 ! cAry coply W 119/2o,° Ice House America 2 SCALE: NONE ® noo•ae.e,<. GENERAL' INFORMATIO ,Y. March r.o.eo.�aev 13361 Atlantic Blvd. STATE: HWSTON. AC"flI11SceC Cluuanoaw. Tn�nc..ee ttoou TET�s Associates PII:IY.p.T615 Jocksonvlle, Florida 32225 WATER USAGE C-66, rn, .,ou•1"23 904-241-7535 or 4x8 STL. BEAM 1 IQ' ANON EXTIRDR HOSE BIBS WITH BACKFLOW PREVENTER ,INTERIOR HOSE BIBB WITH WALL _.. —IIIIIIIIII" ICE DR ICE BIN s•-D•xIr-D•a•-B• DOOR /_32"x80" PLAN VIEW 'TIE DOWNS' FLAT METAL SPACER 5) O SIDES TYP. 3"xt1 go) WELDED ON SEE DETAIL TOP k BOT. OF -Z'. BELOW 2"x4"08 GA GALV. CHANNEL -END WALLS AND Yx4"48 go GALV. ANGLE - SIDE WALLS (PANEL SUPPORT) TOP OF 4x8 FRAME z�BEAM -m-wil, rf I Mul 01 1 lip. 4.8 STL. BEAM 1 31N8 6.J'%F `ix8 $TL BEAM FRAMEMEHOLE� (4) T'P. FRAME PLANS C"11 � L FRAME CLEANED, PRIMED � PAINTED AFTER FABRICATION \\ !Q Q fU iYP 0 _\ \ O: ":I ALL FRAME MEMBERS MATERIAL HAVE WELDED CONNECTIONS., ab ttY[ SIX P"B'"YN' RCCI1E4'1 i<n l4A1N END [-.ronc- RECT. JOE B.12)IRRO"ILE 1 1/Q'.11/Ytl IQ)FLAT rm`* Ierir 4 ��IBIQQ) FLOOR CNPoRI Q 9/P FOLO1101 nC WMI pA[RC I - )Re . MAY 14 2010 Ei ,,•::+! - J VCALE: NO Ice House America FLOOR PLAN SCALE: xEREWA arch JORW."'<, RE° ams& c%o NA' vl.N„T,3ua 1336I A°an8c elva• FRAME PLANSTAtE: Hg191aN,OCIaleS PIIi1j3�Mi' JacksonvBls, NorlOa 32225 UNIT M-101 ZETA$mv ux"." ton. 10023 904-241-7535 a ,V W/ I IV NOTE: ALL WELDS IN CONTACT WITH ICE PRODUCT TO BE FOOD GRADE WELDS PER STATE DEPT OF HEALTH (DHEC) STANDARDS �I�I�11 o� ROOF PLAN VIEW (SEE APPENDIX FOR ICEMAKER CUTOUT AND MOUNTING RAILS) y� 2'-9 1/2" t0 A -+ -0 1/2 -9 1/2 -0 -10 1 2" / e IS 2'-0' 'rt 7 ICE !IN I 3. _� 1n � 0 n i e I 3'-2" 4._l,.j `2. 171 5. TYP! `i. TW. SEC SIDE VIEW LEGEtlD /,e'I)► MATERIAL/SPECIFICATION ESL► L 4' INSULATED PANEL - PE 1�1 2. 4x8x3/16' STL. TUBE - A500 3. 2' INSULATED PANEL - PERMATH M 4. 1,5xl.5xl4 go S.S. TUBE VERT. - A500 5. BKBXII go S.S. PLATE E EA. POST - A36 6. 2'xII go 'U' CHANNEL - A36 7. 1 1/2'xl 1/2'x3/16' S.S. ANGLE - A36 B. 1 1/2'xl 1/2' S.S. TUBE - A500 9, FRAME CHANNEL 6' X 1-1/2' - A36 10. TS 3x3x11 go MOUNTING RAILS - A500 MAY I 2010 MARL °'° Ice House America ROOF SUPPORT SP NRE �m ooamnK. AE. IWAdaarch E. 13361 Atlontio BIWI. A2 STATE:NWSTON,rus&rti,�„..T.•�.,+.,,4a UNIT M-101Rys OCIaTes PIP (4fJ�^^T6 JooksonNlle. Florldo 32225 :. u,—.. mo noon 904-241-7535 v DETAIL IF THE APPROVEL: TO THE CITY IS REQUIRE ` TO THE CHANGE IS OG V � .red ICE BIN SEC SIDE VIEW e� ICE MAKER CONNECTION V CHANNEL IM TO ICE BIN (SEE DETAIL D) 11 ga. (6.) J BOLT HEAD, WASHER R GASKET] SILICONE w/ RUBBE/ SEAL 3—y4' SS `-4x4x11go PLATE BOLTS 5" LG OR ICE MAKER MOUNTING RAIL NUT & WASHER 'U' CHANNELS 1-1/2 X 1-1/2 SS DETAIL D CONNECTION G Mqy Jy y"� �- SKID MOUNTED ICE MAKER do CONDENSER Im I DI.Ag NO SCLE:2NO Ice House America ROOF SUPPORT NE aoowa:eax. REI March P.O.Bm3689 13361 Atlantic Blvd. DETAILS A3 STATE: HOUSTON, Adains8r Chaum.ga. Tennowe 37404 TENS Associates PH: (42308 6673 Jacksonville, Florida 32225 UNIT M -101 C—bi, E.&,,. JOB 0 Ao-o:J 904-241-7535 Pe or CONDENSER rn I 0 rDRAIN 4"X B" TUBE FRAME Refer to City Approved Certified Site Plan ICE MAKER -6 .4 .4 .5 SECTION IF THE APPROVED PLANS E MODIFIED, A NEW SUBMITTAL I THE CITY IS REQUIRED PRIOR ) THE CHANGE IS OCCURRING 4x4xY CLIP PLATE ,---ICE MAKER BASE 2X2"E STRUCTURAL CHANNEL ITS 30 MOUNTING RAILS (4) #12 S.S. SCREWS MAY 14 2010 1i"0 SS MACHINE BOLT w/ RUBBER WASHER 11 INS PANEL ICE BIN WALL STIFFENERS ® 12" O.C. 2 1/2"x3/4" x14ga E �-- 6"Ex1J§"x1 I go .4 CHANNEL FRAME .5 24 go. SS FLOOR PLATE 4" INS PANEL —19 Z CHANNELS ® 14" f O.C. — w/ INTERMEDIATE CHANNELS ADD FOR BIN SUPPORT (SEE DWG Al) CERTIFICATE REGISTF#T10N NO. F-4359 ALE: N 0 Ice House America ROOF SUPPORT .ALE: NONE . March '�°�°°°'"" A4 r: ''O0ai168� 13361 Atlantic Blvd. a1E: 1100TGN, Ada1T,IStiC Ctin ttitom a.Ienneaceee 37404 UNIT M —101 IA$ ASSOCIa1C5 PIL(473)698-6675 Jacksonville, Florida 32225 PG JOB In10023 904-241-7535 INSULATED PANEL CAULK FASTENALL q8-18x" R—Value by ASTM C 236 32.0 INSIDE CORNER WHITE A LAT 0 16 O.C. Foamed —in —place Polystyrene w/appx. ROOVE density of 1.758 Ibs/cu. ft. OUTSIDE Interlocking Joint Panel Skin of 26 Gauge Galvanized Steel FEMALE SIDE'•:; '.: "' MALE SIDE•:' INSIDE .r J y, y10-16xj" PPH S.S. SCREWS 0 16" O.C. T_ —I WALL INSTALLATION DIRECTION TYP, ROOF PANEL CONNECTION N TS r— SEE DWG BA 06b BY ICE HOUSE AMERICA m IN APPENDIX FOR CAULKING INFORMATION n - -I o m o INSIDE CORNER CAULK FASTENALL #8-18x " m m o = h WHITE K-LAT 0 16+ O.C. c'D n"rn INSIDE CORNER-' � ROOVE mDn OUTSIDE _ FEMALE SIDE'+E;''' MALE SIDE• C c � INSIDE �y0*46 N I'. l^ #'ID-16xii" PPH S.S. Z C:)p _ SCREWS 0 16" O.C. 91,E WALL INSTALLATION DIRECTION TYP. WALL PANEL CONNECTION N TS PERMATHERM PANEL CODE COMPLIANCE LOAD TEST THE ALLOWABLE WIND LOAD FOR THE 4' EXPANDED POLYSYRENE—� WALL AND ROOF PANELS MEET THE MINIMUM REQUIREMENTS FOR .-150 MPH -WIND PRESSURE AS DEFINED IN SEI/ASCE 7-02, 'MINIMUM DESIGN LOADS FOR BUILDINGS AND 07HER STRUCTURES.' THE DESIGN PRESSURES WERE GENERATED USING SIMPLIFIED DESIGN WIND PRESSURE FOR ENCLOSED BUILDINGS, ASSUMING A CATEGORY D EXPOSURE AT 15 FT. WITH AN IMPORTANCE FACTOR: 1.1.0. THE MAXIMUM HORIZONTAL DESIGN PRESSURE FOR 150 MPH, ON THE LONGEST VERTICAL WALL IS 45 PSF, AND THE MAXIMUM VERTICAL DESIGN PRESSURE 36 PSF (UPLIFT). THE MAXIMUM SPAN FOR THE SIDE WALL CONDITION IS 7.50 FT. (SINGLE SPAN), AND THE MAXIMUM SPAN FOR THE ROOF PANEL IS 7.0 FT. ASSUMING A TRIPLE SPAN CONDITION. WIND VELOCITY VALUES ARE 3-SECOND GUST SPEEDS AT 33 FT. ABOVE THE GROUND FOR EXPOSURE C CATEGORY AND ARE ASSDCIATED-WITH AN ANNUAL PROBABILITY of 0.02. (SEE SPAN TABLE FOR MORE INFORMATION) ri MAY 14 2010 V BY: i 01f B/z010 SCAE: NONE 310 M,Am Ice House America MA RE. ®March •.D.Da, 6gy 13361 Atlantic Bird. PANEL DETAILS AS suTE: HausroN, Adams& CluiianooBa. Tonne+ve tlJOJ TEXkS ASSOCIAIC$f�23M98.6675 Jacksonville. Florida 32225 c..n.e.r eve"^" JOB 010-013 904-241-7535 of xo �I tW oio m., 101:R ow _l Z0, �C� o� =mo= �� m ono p r T m p2 Al oz�0�Z D fTT Ere 0 �° Z N Q ;_3�' m�ao W V5 rrI QCD c o U m Z pq x W lr Z ; 00 000N0 Z m F O Y J o D j� J m CO W COU C) Z W W W Li ®®N IP 11 O U U CO wa� W � r 0: 7Z; N > ' �OZ �-' ��U r O wix W w 5 W o j�' MAY 14 2010 W wa 2 �: }} y to er. U Sw CfOm C _ NMI Nt _1 - Z = ` r .\ E OF ,..... V) .JOE 0 III/ z '7 %a . � L CT ^) CERTIFlCATE REGISTRATION NO. F-4359 G, 9 2u,o Ice House America BUILDING SCAE: NONE 110 DotlJ<dv,. REt March P.o.Rol JW9 13361 Atlantic Blvd. A6 STATE: HWSTON, Adam$&. M11ano06'.Tciw.4 37404 ELEVATIONS TE )ASASSociate PI'023498.667+ Jacksonville, Florida 32225 Ioa. 10.Rm1 904-241-7535 W CANOPY er r 0 a 1Uw0 W SO Z J z W Z d X - Ix ItCO LJ W N Refer to City Approved Certified Site Plan IF THE APPROVED PLANS ARE MODIFIED, A NEW SUBMITTI T, TO THE CITY IS REQUIRED PRI I TO THE CHANGE IS OCCURRI G MAY 14 2010 1 BY:_ SCAIE: NONE 110D0dd,, e. ar.o.Do'. 9 p*o"l Ice House America A% REV: STA.E:: HOUSTON,MAdlrChams& a.Ten iwe)140J 13361 Atlantic Blvd. ELEVATIONS TEx,S Associates 1`11.0I316'1&6675 0..k.'cn,u.)Ono 10.02.1 Jacksonville, Florida 32225 904-241-7535 W CANOPY OF L 10. 3" O.C. 11 SIDE P SEE ._-,'E B 6. ® 3" O.C. INSIDE \ DTL. A ROOF TO WALL AND ® CORNERS DTL. B NOTE: ENDFRAME AND 'Z' BAR EXCLUDED FOR CLARITY 1. 4" INSULATED PANEL ('A' or 'B' GRADE ON FLOOR) 2a. 2"x4"x18 GA GALV FLOOR CHANNEL ® END WALLS ASTM A653 CS TYPE B 2b. 2"x4"x18 GA GALV FLOOR ANGLE ® SIDE WALLS ASTM A653 CS TYPE B1 1 3. 6 MIL. PLASTIC MOISTURE BARRIER 4. 11 go "Z" BAR 5. 4%8"x3/16' STL. TUBE FRAME SEE DTL A—\ 6. #10-1166T(8" PPH S.S.TEK SCREWS 0 3" O.C. 7. 6"x2 1/2'x 26 GA TRIM ANGLE B. 24 GA STAINLESS STEEL FLOOR COVER 9. 3" X 3" X 26 GA TRIM ANGLE 10. FASTENALL #8 18x3/4" WHITE OR BLUE K—LAT. 11. HILTI EGN 14 MX (1/2") ® 3" O.C. STAGGERED. DTL B SEC \ re+rve� / / \ \ NOTES: / \ \ \ A) THE SAME TYPE OF PERMATHERM PANELS ARE USED \ \ \ \ FOR THE ROOF, WALL AND FLOOR CONSTRUCTION. \ \ \ B) SEE DWG BA 06b BY ICE HOUSE AMERICA IN APPENDIX FOR CAULKING INFORMATION. I I ( I I PERMATHERM PANEL CORNER/ROOF NOTCHING MAY 14 2010 fie ,tYApproved d Site P11 _ CERTIFICATE RECISTRA ON NO. F-4J89 01 9 z SCNONE NONE 310 ooae, Ave. March Ice House America ELEV END WALL D 1 RE p,0. aox3689 Adams& c6aiia—so,TPioles,0 37404 13361 Atlantic Blvd. UNIT M —101 Sl'.11E: HOUSTON, TE MS Associates PH;(423086675 Jacksonville, Florida 32225 C„"voilmec,&,,. JOB 0I0023 904-241-7535 ec of 2"x3"x18go GALV CHANNEL O ENDWALLS AND 2%3"08go GALV. ANGLE O SIDE WALLS (TOP OF FRAME) AiNSULATED PANELS 4"x8"x3/16" STL.TUBE O PERIMETER /8-180/4" KLAT SCREWS 3" O.C.(MAX) 1 3/4" II f .I A—II-3/i6• n k10-16 SCREWSyLI�II�II%yl 2 3' O.C. (TYP) /4" 3x3x 11 go ANGL 11 GA. 'Y (TYP EA SIDI STEEL BEAM CHANNEL sedr. 1/6'"1' I I SOON: A/4*-I' �y J ANGLE TRIM Ox5/8" PPH TEK 'Z' CHANNEL O 14"+/- O.C. 2"x3"x18ga GALV CHANNEL O ENDWALLS AND 2"x3"x1Bpa GALV. ANGLE O SIDE WALLS (TOP OF FRAME) 4"x8"x3/16, SCREE /4" KLAT STL.TUBE 3" O.C.(MAX) O PERIMETER END VIEW 18 GA. GALV. ANGLE SOON: 1/4'-1' 4' THICK' FLOOR PANEL SECTION 4' THICK ROOF PANEL R to 2' THICK �rj Cm'App INTERIOR WALL PANEL Sire P/ , INTERIOR WALL CONNECTION TO FLOOR PANELS APPROVEDIF THE ARE MODIFIED A NEWSUBMITTAL TO THE CITY IS Tn 7ur REQUIRED PRlnu n,...._ MAY 14 2010 D2 lEmajrch,'.=r3M Duse FRAME PLAN DETAILS xEr13361 AtlanticBl.dSTALL: KOUSTOAdams& �,. ....N<. ,, o gu Assceiales �'h'annaecan Jncks°nWle, Florida 32225 UNIT M-101 c..m"�Uea"�aiaoo�t g04-241-7! a CpIT.� 2' PANEL $KWR '. AROUND PUT I I PLACE 0 SITE _ (2) e48A18 &OGtS OR (4) 4M<I6 CAP BLOCKS is CONT. CHANNEL L �rnkl u_TnT � FX e/ (3) N'4 EA WAY Rarer to City Ar Certified Site � 7yyP STRAP � ATiACNaENT nE DOWN FEW — MODEL HT6 TIE DOIN STRAPS (SEE APPENDIX) V TNCRA24124' — CONCRETE PAD OR 24'x24'02' CONCRETE C r/ (31 H'f EA WAY Y. A ANCHOR 0 M.H.ANCHOR MIN EMBED 36' MIN EME 'Z' TRIM BLOCKS ARfnFTWN �EAPPRpyfD do F REGROUND'& ASPHALT Irp A NEWS PIANO �OBILE HOME ANCHOR 5/8W/- YIS NREQ(�tIBM ENT WITH 31500 HOLD•(10) REDDER EARTH �fiSpp URRIR ACH STRAP TO "TIE DOWN" ON FRAME. ATTACH M.MHNANCHO AND R TCH'ET DOWN t' W MOBILE HOME AUGER ANCHOR W/ 1'XII GA. STRAP TP. (. nob 2) 7 go, bent corner bracket 1. HOT DIP GALVANIZED PER ASTM A153-(LATEST see dwg S1 REV.) Tie Down Eng 2. LEAD AND EXTENSION SECTION AND PILOT Model HT6 POINT LENGTHS ARE NOMINAL, EXPECT SON VARIANCE. 3. SHAFT MATERIAL PER ASTM A29 (LATEST REVISION) OR MECHANICAL EQUIVALENT. 4. HELIX MATERIAL LOW CARBON STEEL MEETING THE GENERAL REGUIRE14ENTS OF AISI, OR ASTM A572 OR A935, OR ASTM A656 OR A936. 5, COUPLING BOLTS, PER ASTM A320 GRADE 1-7. h 6. ALL WELDING TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE DI.1. 7. SCREW ANCHORS TO HAVE 36' MINIMUM GROUND EMBEDMENT. * FOUNDATION TYPE 'M-101' MA smna DIAGONAL "INLINE" ANCHOR L',:_ (INTO SOIL - SEE DWG D6) NOTE, ONE PANEL SECTION 16'W24' FOOTING DEPTH MIN SHOULD BE A REMOVABLE FOOTINGS SHOWN ABOVE FOR 12' CRAWLSPACE ACCESS DOOR, DEEP FROST PENETRATION. LOCAL CONDITIONS MAY REQUIRE A DEEPER SEE SITE INSTALLED ITEMS JL FOOTING. CONSULT PERMIT DEPT. FOUNDATION NOTES ON DWG #1 V1PB/"" SCIEo M IIODOJJ,Aa. archr.oeoa.l4" Ice House America FUUNUAHUN D3 REE cwnv,nw.n,..,«,,.a 13361AtlanticBlvd. M-101 DETAILS S7'lif: HOUST.,MANams& TEAS ABSOCiatoS PD1aEJ169�°61p Jacksonville, Florida 32225 AND NOTES o..ional .n ,oe4man 904-241-7535 v CONCRETE/REINFORCING STEEL/MASONRY NOTES: 1) CONCRETE FOR FOUNDATIONS TO BE 3000 PSI MIN COMPRESSIVE STRENGTH O 28 DAYS. i 2) REINFORCING STEEL TO BE ASTM 60 GRADE. 3) MASONRY TO BE STANDARD WEIGHT 8xBx1B DOUBLE WYE BLOCKS WITH 4xBx76 SOUD CAP BLOCKS. PIERS TO BE HOLLOW BLOCKS MORTARED TOGETHER & SET IN A BED OF MORTAR. • 4) MORTAR TO BE TYPE S WiTH 189 MAX AIR CONTENT MIXED WITH SAND (4:1 MAX). "z' TRIM CONT. Refer to C. Certifi des e P,rr�o�Aved w/ TRIM 2' PANEL SKIRTING 7g0 STRAP An:>_?.:.W >a'T.syxr:, 2' PANEL SKIRTING AROUND PUT I ATTACHMENT • ROUND PUT IN PLACE O SITE PLACE 0 SITE }, (2) Bzsxts BLOCKS --TIE DOWN ENG MODEL HT11 (2) BxBx18 BLOCKS OR (4) 4x8ai16 GR (a) axBxis CAP BLOCKS TIE DOWN STRAPS .• CAP BLOCKS n ti (SEE APPENDIX) a O CONT, % `: I.H. CONCRETE ANCHORS CONT. CHANNEL CHANNEL (GV.V.) -4 E%ISTING EXISTING CONCRETE CONCRETE FDNM-101 @V1 3 4 & 6 aALTFEINM-101 QV2&5 ,ALT W SECTION D4 SECTION NOTE. FRONT OF HOUSE BEFORE SKIRT INSTALLATION NOTE, SEE DWG D TER AND TIE SHOULD BE 16' OR LESS ABOVE GRADE. DOWN UT AND DIMENSIONS NDTEI ONE PANEL SECTION 16'x24' MIN SHOULD BE A REMOVABLE CRAWLSPACE ACCESS DOOR. SEE SITE INSTALLED ITEMS & FOUNDATION NOTES ON DWG #1 pRF�Op��F9p,DR 1pT�FC/ryegR �F� P�q? OF G ATTACH STRAP TO "TIE DOWN" ON FRAME. ATTACH TO CONCRETE W/ 1/2X6 CONCRETE ANCHOR (10) 1 "TIE DOWN" MODEL #59124 OR #59117 GALVANIZED OR #15 (SEE APPENDIX) MAY 14 1010 BY. 6. ` V / 5.• • ............... . JOE B. 1i78 t or B 2010 Ice House America FOUNDATION SC'LE: NONE RE1 3IODod&Ave. March,•.0.sox3689 13361 Atlantic Blvd. M-1 O1 DETAILS D4 STIIE:HOUSTON, Aaarns&Chltmiooga.Tcnmsw37.10.1 Associates PloeunJ60s-66Ts Jacksonville, Florida 3z225 AND NOTES TEAS C.n.10g Engineers JOB 010-023 904-241-7535 PC 0E 'Z" TRW CONT. 'Z' mm �CWT. ]' PANEL SKIRTING '�'�'} a uK wKY 790 STRAP "'` Z' PANEL SKIRTIND AROUND PUT I ATTACHMENT OUND PUT IN PLACE 0 STE TIE DOWN ENG PLACE 0 SITE (D) 9.BK16 BLCCKS MODEL HT6 (7) N806 BLOCKS OR (4) 4.a.16 OR (4) 4.806 CAP BLOCKS TIE DOWN STRAPS CAP BLOCKS ;a CONCRETE j ROD BE (SEE APPENDIX) ;a ... ` NOOEL p9i81 lY CONT w/ SNVEL NEAR (OALV.) CONT. IW.1]' • COPCAfTE FOOTING AT TIEDOMN ROW L3-H CONT. S p coNT.J IILT FDN M-102 ® Vi. 3. 4 & 6 ALT FDN M-102 ® V2 & 5 iECTION a ION NOTE, FRONT OF HOUSE BEFORE SKIRT INSTALLATION NOTE, SEE DVG D7 FOR PIER FOOTING AND SHOULD BE W OR LESS ABOVE GRAD[. TIE DOWN LAYOUT AND DIMENSIONS Refer to C. �pp�.p ON 16'x24' FOOTING DEPTH Certifl6fJ 46 P—idlN SHOULD BE ANE PANFL I REMOVABLE FOOTINGS SHOWN ABOVE FOR 12' •Karl CRAWLSPACE ACCESS DOOR. DEEP FROST PENETRATION. LOCAL CONDITIONS MAY REQUIRE A DEEPER SEE SITE INSTALLED ITEMS k FOOTING. CONSULT PERMIT DEPT. FOUNDATION NO7E5 OI DWG /1 1p TyF �iF� y�� lyF C/�,Fp9y�`F 7 go. bracket Chi fFOG9 �G� �J see dwg S1 p�, Fpp?fjl� Cp9 y�o ` Tie Down Eng 9i 9 Model HT6 CONCRETE J ROD - MODEL /391 w/ SWIVEL HEAD (GALV) 3-d4 nFOUNDATION TYPE 'M-102' SECTION DIAGONAL INLINE ANCHOR (INTO CONCRETE - SEE DWG D7) C, MAY 14 2010 Ice House America D5 REJNE: NONE I0 OD6h A,e.REV P'0.! NA 13361A(kaOW.STgE NWSTON,jff�'IaCh' s&•,�ASSEMBLaNs ocites nL,NaNlwemn JNlckaonwle, Florida 32225 A CORNERS w.N•e.i..,. IDa.ILL01, 904-241-7535 a REAR OF UNIT 3" LOWER THAN FRONT OG0 U r�OU'c) O SIDE VIEW (typ per side) PLAN VIEW — ANCHOR DIMENSIONS NOTE: SEE DWG D3 DETAILS & NOTES RCG t! to C. FRONT easit0 p/� TIES DOWN STRAP SCREW ANCHORS 36" MIN EARTH EMBEDMENT r, �f— L MAY 14 2010 ,f V1, 3, 4 & 6 VERTICAL UPLIFT TIEDOWNS V2 & V5 DIAGONAL 45' SLIDING TIEDOWNS H1, 2, 3 & 4 DIAGONAL 45' TRANSLATION, ROTATION, UPLIFT & SLIDING TIEDOWNS 6" MASONRY PIER .) ON 24"x24"x12" CRETE FTGS OR 4"x24"x24" CRETE PADS Ulf lj/ iu ANCHOR SYSTEM SCAE: NONE 110Dodd<Arc. Ice House America D6 xev ®March P.O.—ga.9 13361 Atlantic Blvd. LAYOUT STAE: HOUSTON, A soda es Chmmnougg.re,.6675 ue )7J!!4 TE>as Associates rD:(ez>)sos.ce,s Jacksonville, Florida 32225 FOUNDATION M-101 Conmliing F'gl m JOB 10.023 904-241-7535 ae or REAR OF U 3" LOWER FRONT+ SIDE VIEW (typ per side) -zoo 204" 136" 78" 4 s D6 D6 24" NI VI ve V3 ,r 0 I 7 N3 V4 O V6 O 4 0) PLAN VIEW - ANCHOR AND FOOTING DIMENSIONS PLAN VIEW - PIER DIMENSIONS NOTE: SEE DWG D4 DETAILS & NOTES 1.3 V1, 3, 4 & 6 VERTICAL UPLIFT TIEDOWNS V2 & V5 DIAGONAL 45' SLIDING TIEDOWNS H1, 2, 3 & 4 DIAGONAL 45' TRANSLATION, ROTATION, UPLIFT- & SL-IDING, TIEDOWNS MAY 14 2010 �I „ oY u 6" MASONRY PIER .) ON 24' x24"x12' CRETE FTGS OR 4"04"x24'. CRETE PADS NO. F-4359 ul/-elzuw VVIIUNAL ANGMVK SC^,E: NONE 31DD",J,JsAw. Ice House America REV, ®March P.O. Box3689 13361 Atlontic Blvd. SYSTEM LAYOUT 7 STAE: HOUSTONAdams& CIulNnooy+a,l'ennuxue37404 FOUNDATION M-102 ASSoCIateSPIP(423086675 Jacksonville, Florida32225c"n..W., enpL,ar, JOB610-033 904-241-7535 kD or VENT ON E OF HOUSE c/r,cl- C® H BOOR SINK d. tlAr (TR CH DRAIN) I Vif -ROG9's @� I TROUGH DRNN J' VENT TO ABOVE ROOF r__________--� I I Y' DRAIN I 1 AND IITTING I r_IGFi eR 3' TRAP J' 90 n I I 3 TO ST M 1 i. DRAIN, VE WASTE `-------J I I I I I RISER DIAGRAM I I I I 1 TO ICE FILTER K• ICE BIN I I I MAKER 1 I I I DRAIN VALVE 1 I 1 I TO INTERIOR AND I I EXTERIOR HOSE 1 I I I BIRDS V/ BFPs I I I 1 I I VALVE WATTS 909 PRV ANO BFP , SHUT OFF VALVE EXTERIOR HOSE BIBS WATER SUPPLY WITH BFP / WATER SUPPLY V RISER DIAGRAM INTERIOR HOSE BIBS WITFOR BFP FOR MAY 1 'M}I1 CLEANING BY: PLAN VIEW = ; Is (SEE P2 THRU P3 FOR ADDITIONAL INFORMATION) •� K 9 IF THE ROVED PLANS ARE MODIFIED, PA NEW SUBMITTAL �1i 1oNAL E� TO THE CITY IS REQUIRED PRIOR CERTIFICATE REGISTRATION NO. F-4359 01 19 2010 ICQ SCALE: NONE ®March "01'addiA" STANDARD REV: III) Dods A, 13361 Atlantic Blvd. P STATE: HOUSTON, Adams& C s,anso,.4mea¢elT+°� PLUMBING PLAN TEXAS Associates Pll.(423)699-6677 Jacksonville, Florida 32225 a..alq �Swm JOB .I0.BW] 904-241-7535 ro a< 3/0' OD COPPER 1/2' CPVC—, ICE MAXER COMPRESSOR B MOUSING RACXSIOE ICE HCUSI Refer to City Approved Certified Site Plan i WIN VALVE ICE BIN e SLOPE TO DRAIN `2' PITTING SCALED WITH — SILICONE CAULK LEGEND SMUT OFF VALVES 1/2- CPVC WATER PIPE --- 3/11' GO COPPER PIPE CONNECTED ./ COMPRESSION FITTINGS FROM CPVC TO SUMP TANK pC] BALL VALVE 1/2' ❑ BACNFLOW PREVENTER AND PRESSURE REDUCER Q WATER FILTERS SCHEDULE 40 PVC - ORMN LINES B VENTS DRAIN/'P' TRAP DIAGRAM EDHOENB�� / �- L R4Y y ?ono HOSE BIBB ON SIDE OF HOUSE ./ VP INTERIOR HOSE BIBB FOR CLEANING (SEE NOTE / VP 3 BELOW) r%' OR V SUPPLY PIPE WATER DISTRIBUTION DIAGRAM �1� S•Q•G PEN T� �i0 TOTAL BE 3'ABE SY. • 2) VENTS TO TERMINATE B' MIN. ABOVE y R0OF. FFI T !) BACNFLOtY PREVETAIFR TO BE INSTALLED 3 ON WATER SUPPLY AFTER METER (SEE �TS )FOR 17 21 No %* OR C WATER PIP - - A) ALL PIPE L FITTINGS PVC SCH 40 EXCEPT VNERE NOTED. ALL PLI)MRIN6 - IS INSIDE THE HAWINE TO PREVENT FREEZING IN COLD WEATHER. l0 STORM SEWER SYSTEM '"m'"" SCAE NONE March ,'.".,!.X Ice House America VLUMUIN PZ REc AdaE[Is& (mllaooBe,n.N.•a T,w 13361 ARonIIG Blvd DETAILS SEWER E: STATE: HOUSigI, Ada,c, TeB PN:IX,lMRe.ro,s Jackaonvllls, ilwidG 32225 CONNECTION lE �..H,..eve..,. JOB no on 904-241-7535 aF aoo G PLUMBING NOTES AND SPECIFICATIONS: 1. ALL FIXTURE TRAPS SHALL HAVE LIQUID SEALS OF NOT LESS THAN 2' AND NOT MORE THAN 4', OR DEEPER FOR. SPECIAL DESIGNS RELATING TO ACCESSIBLE FIXTURES. TRAPS VIL4. BE SELF -SCOURING AND SHALL NOT HAVE INTERIOR PARTITIONS EXCEPT,VHERE SUCH TRAPS ARE INTEGRAL WITH THE FIXTURE.t0 2. NOT USED °erthJed 3. WATER SUPPLY LINES CONNECTING THE ICE HOUSE TO THE WATER SUPPLY (MAIN) SHALL ' BE 1/2' PVC SCHEDULE 40 OR COPPER THE PVC SCH 40 PIPE SHALL BE INSTALLED IN sJ epprov ACCORDANCE WITH THE MANUFACTURERS LIMITATIONS AND INSTRUCTIONS. P/� 4. BUILDING DRAIN AND CLEANGUTS ARE DESIGNED AND SITE INSTALLED BY OTHERS. SUBJECT TO LOCAL JURISDICTION APPROVAL. 3. PIPES WILL BE SUPPORTED BY HANGARS SPACED AS INDICATED BELOW, A) VERTICAL SPACING, TUBING MAXIMUM SPACING IS 4'-0' O.C.1 PVC, AND COPPER PIPE OR COPPER TUBE MAXIMUM SPACING IS 10'-0' D.C.) PIPE 2 INCH OR SMALLER VILL BE SUPPORTED 5'-0' O.C. B) HORIZONTAL SPACING, PVC AND CPVC PIPE OR TUBING 1-1/4 INCH OR LARGER MAXIMUM SPACING IS 4'-0' O.C.) PB PIPE MAXIMUM SPACING IS 2'-B' O.C.1 COPPER PIPE MAXIMUM SPACING n o� IS 12'-0' O.C.) COPPER TUBING 1-1/4 INCH AND SMALLER MAXIMUM SPACING IS 6'-0' O.C. 00'-O' FOR 1-1/2 INCH AND LARGER)) CPVC PIPE MAXIMUM SPACING IS 3'-0' D.C. COP), ALL PIPE MANGERS WILL SUPPORT BOTH PIPE AND CONTENTS AND BE OF APPROVED MATERIALS P THAT WILL NOT PROMOTE GALVANIC ACTION. 6. WATER SUPPLY OUTLETS PROVIDED WITH HOSE BIBBS, SILL COCKS OR OTHER CONNECTIONS SMALL BE PROTECTED AGAINST BACKFLOV BY AN ATMOSPHERIC -TYPE OR PRESSURE -TYPE VACUUM BREAKER COMPLYING WITH THE 2000 UPC. 7, WATER DISTRIBUTION PIPES MAY BE BRASS PIPE, COPPER PIPE OR TUBE, GALVANIZED STEEL PIPE, CPVC IF (� OR POLYBUTYLENE (PB) PLASTIC PIPE OR TUBING. NO HOT WATER FLOWS THRU THE DISTRIBUTION PIPES. THE 8. A FULL-GPEN VALVE WILL BE INSTALLED ON THE WATER DISTRIBUTION SYSTEM INSIDE THE T jOf MOD/fjF� PROVFp Po BUILDING ON THE WATER SUPPLY PIPE NEAR THE ENTRANCE. (-FIELD INSTALLED) (- W 9. IN ALL BUILDINGS, EACH INDIVIDUAL FIXTURE SHALL HAVE A SHUT-OFF VALVE ON THE T to ��` �lj4 3 68 SU FIXTURE SUPPLY. ����"'AIke S��1RfD IQ ALL REQUIRED SHUT-OFF VALVES AND FULL -OPEN VALVES INSTALLED IN THE WATER l•l. DISTRIBUTION SYSTEM MUST BE PROVIDED ACCESS. 11. ALL ABOVE GROUND DRAINAGE AND VENT PIPES TO BE SCHEDULE 40 PVC PIPE (TYPE DVV). IF. HORIZONTAL DRAINAGE PIPE 2 INCHES OR SMALLER VILL BE INSTALLED WITH A MINIMUM SLOPE OF 1/4' PER FOOT. PIPE SIZES 3 TO 6 INCHES WILL HAVE A MINIMUM SLOPE OF 1/8' PER FOOT. 13 ALL OPEN VENT PIPES WILL TERMINATE FULL SIZE TO THE OUTSIDE AIR AND PROJECT A MINIMUM OF 6' ABOVE THE ROOF. THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE WILL BE MADE WATER TIGHT BY AN APPROVED FLASHING, 14 ALL WATER, SOIL OR WASTE PIPE WILL NOT BE INSTALLED OUTSIDE OF A BUILDING, OR CONCEALED IN WALLS, OR IN CRAWL SPACES OR OTHER LOCATIONS SUBJECT TO FREEZING, UNLESS ADEQUATE PROTECTION IS PROVIDED BY INSULATION OR HEAT OR BOTH. 15 ALL PIPING MUST BE FOOD GRADE QUALITY. HOSE BIBBS TO BE FOOD GRADE TYPE (SEE NOTE 06 ABOVE). 16 NOT USED 17. NOT USED 18 POTABLE WATER OBTAINED FROM THE PUBLIC WATER SYSTEM TO MEET OR EXCEED THE REQUIREMENTS OF 40 CFR141 NATIONAL PRIMARY DRINKING WATER REGULATIONS, 14 ICE BIN COVERED BY A ROOF STRUCTURE THAT PROTECTS THE ICE FROM LEAKS. 0CAL: N10 Ice House America REVS: NONE ®March P.O. BoB3A,e. P3 REV. P,Q.Duoln.I 13361 AUonlic Blvd. PLUMBING NOTES TENZ HWSTON, AdamsBs ChattanPH:(42oop9. l'rn„e),ee )7+P1 Associates arch P"°1a)))6vs'een Jockeanville, Florida 32225 Ca,W1ey r:,N� JOB 410.02) 904-241-7535 ar WATER DISPENSING EQUIPMENT LIST ITEM CERTIFICATIONS MODEL NUMBER MANUFACTURER 3/4' PRESSURE REGULATOR WITH GAUGE FDA APPROVED WILKENS REGULATOR BR4 W/FDA APPROVED ELASTOMERS WATER TUBING ANSI/NSF 51 G 61 JOHN GUE57 PE SERIES TUBING WATER FITTINGS FDA APPROVED JOHN QUEST 3/5' PUSH —IN CONNECTIONS SPEED FIT/SUPER SEAL 3/8' SOLENOID VALVE W/24VAC COIL ANSI/NSF 61 B/C VALVE SERIES 11. 21 3 181 2 WAY VALVES PLASTIC FILTER HOUSINGS ANSI/NSF 42 FLOWMATIC FH420OWWI4, FH42009914, FH420OWW34 FILTER MEDIA ANSI/NSF 42 FLOWPRO MELT BLOWN FILTER CARTRIDGES ULTRAVIOLET DISINFECTION SYSTEM CSA at CE COMPLIANT STERR3GHT SILVER PLUS SERIES MODEL SSM=24 TO ICE MACHINE(S) DRAIN VALVE Refer to City Approved Certified Site Plan RACKFLOW PREVENTER (CHECK VALVE) DIRECTLY TO UV INLET (WATER DISPENSING SYSTEM) SEE OWO. WD11 FOR CONTINUATION FILTERS C ®ry it- MAY1y?010- 4Rf /FTHFAPp TC THFC/FI E� NFfH p�NS Tp THFCH NC R fQUR£pBM/CAI E/S SHUTOFF AND HOSE BIER ON OUTSIDE OF HOUSE BACKFLOW PREVENTER PRESSURE REDUCER HOSE SHUTOFF VALVE CLEANING NOSE BIBS MAIN SHUTOFF VALVE BACKFLOW PREVENTER FROM CITY WATER METER qE OF TF E SEE DRAWINGS PI. P2 Q (PLUM81NO SPECS) P3 FOR ADDITIONAL PLUMBING INFORMATION 4� 01..A9/2010 Ice House America PLUMBING SC AE: NONE 110 p..3 99 REV MarchP.O. 13361 Atlantic Blvd. FOR WATER P4 STYE: HOUSTON, Adams8c Clunanmy.T'smK<,ee J7401 TE',S Associates I'll:(423)69R-6673 Jacksonville, Florida 32225 DISPENSER UNIT c, hi,r1W.,.JOG•10-013 904-241-7535 or Ballast Co Power 120 Information overview for water dispensing / automated 3/4' Brass Adjustable Pressure Regulator w/ Gage (wOdns BR4) ice vending (for DHEC approval) in Texas with Ice 3/4 X 3/8 Brass Hex Bushing Reducer House America Equipment — 3/8' Brass Hex Nipple 3W Solenoid Valve w/ 24 VAC Coil (BIC Valve NSF61 Series 11) The Details of construction and appropriate cut sheets for the Ice Making operation have been submitted previously 318 MPT X 3/8 Tube.Push4n 900 Elbow (John Guest PI series) and are in the Texas approved QA/Engineering manual. Ibis manual has been approved both by. the State of Texas U 3/8' O D Poly Tubing (John Guest FMPE 38-N 250) and by HWC Engineering. Inc. (modular third Party review agency). 5 _ 318 X 1/2 Plastic Push4n Reducer Coupling (John Guest PI series]. to L 1 " Explanation of the water � �P dispensing option to the ice t J 1 /2' O D Poly Tubing (John Guest PE 16-1-250 IN) making operation is the purpose of this documentation. > There is only one model water dispenser model WD'. D The maximum rate of water distribution into the 3/4 X 3/8 Brass Reducing Coupling customer's own container is 4 GPM. The maximum daily Plastic 3/8 MPT X 318 Tube'Push4n Coupling (John Guest Pl.series) output of the machine is approximately 3000 Gallons. This is dispensed on a per gallon basis. 3/8' O D Poly Tube Supply Lme (John Guest FMPE-3&N-250) W Phase see the attached desaipdon of the method of I BuOdread Union (John Guest PISS �es� disinfection used and the disinfechon used and the i F�7 periodic cleaning procedure used. 1/2" SS Tubing b d1 In addition to the plastic en graved ngraved sign near the is discharge chute, each water dispenser will have a plastic engraved sign with a 24 hour phone number. This sign I will be located near the water discharge cabinet for ; 1r emergencies. 5 t r � ' �J All record keeping will be done for each machine per the rrr o � O yim--'�b� requirements of the Texas DHEC for Water Dispensing c7 _o `^I.� w z�i Stations and Vending Machines. usPe g Back of Box t»* t m a « rro noam w� o m `_ ;;; &arch T� ICE HOUSE AMERICA O W r— C- /122 WATER DISPENSER INSTALLATION CID Q �I MT@ SCNE pq�WN6MA6ER11 Ua5m7 1/9'=1' WD SM,-,;'-� PANEL SCF NAME: SE * VOLTAGE: 240 FRAME: MAIN: TRIM: AIC RATING: 200 AMP 200 AMP MCB SURFACE, NEMA 3R 10,000 AMPS MINIMUM PHASE LOAD TOTALS KT LOAD TRIPIPLS1 A 1 8 1 C I SMALL MOTORS J 5 15 J 1850 8870 1880 8870 1560 i 20$ 120. 3 PH., 4 WIRE 11 * SERVICE REQUIRED FEEDS FROM: UTILITY FROM LOCAL ELECTRICAL PROVIDE NEUTRAL BAR UTILITY COMPANY PROVIDE GROUND BAR 11. 3 180 ICE MAKER I 1 7 CONTROLLER 20 1 1200 1 r 1327 3 20 FREEZER CONDENSER 8 9 SPACE 20 1 ---- 1327 10 11 SPACE 20 1 ---- 1327 12 13 LIGHTS 20 1 300 1 1 500 1 20 RECEPTACLE OUTSIDE 14 15 SPACE 20 1 ---- 1 1 20 SPACE 16 17 SPACE 20 1 ---- 1 20 SPACE IB 19 RECEPTACLE (INSIDE) 20 1 500 --- 1 20 SPACE 20 21 SPACE 20 i ---- ---- 1 20 SPACE 22 23 SPACE 20 1 ---- --- I 20 SPACE 24 25 RECEPTACLE (OUTSIDE) 20 1 500 --- 1 20 SPACE 26 27 SPACE 20 1 ---- ---- 1 20 SPACE 28 29 WATER DISPENSER 20 1 --- _ PHASE LOAD TOTALS PIASTIC V. COVER. CIRCUITNAMESTO BE A 8 C C"TLY AS LISTED.MERE. PROVIDE ENGRAVED NAMEPLATE ON FACE OF 14857 11857 11857 PANEL. — TO BE DONE IN FIELD BY EIECTRICWI. TOTAL CONNECTED LOAD - 38.5 KVA TOTAL CONNECTED AMPS - 93 AMPS NOTE: NO SINGLE POLE CIRCUIT BREAKERS ALLOWED ON PHASE '8* IN THIS PANEL t SCAT: NO Ice House America ELEC. SCHEDULES SOME: NONE NO Omkl. n.e. REV. March r.o. nus'I"" 13361 Atlantic Blvd. ED STAB': HWSTON, Adams& Chattanooga. Temwiw.17404 M— � D � Associates PII:(423*99.6675 Jacksonville, Florldo 32225 TE3gS G..klagFgMnn )Dag10-023 904-241-7535 PG OF UNIT HP VOLTAGE PHASE AMPS WIRE CONDUIT GROUND AUGER Marc sH 221 v 3 2A ll4 1/r /u rwre urnrW V2 rm v1 3 1 IA 1 114 1 1/2' 1 114 [CHAIN MOTOR /1 1 3/4 1 220 V 1 3 1 2.8 1 014 1 1/2' 1 014 1 CHVN MOTOR 12 1 1/3 1 220 v 3 1 1.8 1 /14 1 1/2• 1 /14 L COW. 1/4 220 V 3 1.1 /14 1/2' /14 MVLER /1 10 220 V 3 004 /4 & /14 1-1/4' 14 E2ER CONDENSER lA 220 V 3 10 /14 3/4 1 014 LlGE MANER /2 10 2W V 3 E8.8 /4 R /14 OPTIONAL T nl.T eLA rttT,.DTES' 1. THE ELECTRICAL CONTRACTOR SH L FIELD COORDINATE WIIH THE MECHANICAL ^^HTRACTOR CONCERNING THE ELECTRICAL INFO OF ALL MECNVNGAL DEVICES UNING AN ELEC1TNCM. CONNECTION PRIOR TO DOING ANY WORK, ANY AEPANGES BETWEEN THE FIELD GRANDE INFORMATION AND THE INFORMATION WN ON THE ELECTRICAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF Ilff INEER PRIM TO GOING ANY WORK. MEE NEUFRALS ON AS REQUIRED BASIS. FIELD VERIFY. DISCONNECTS TO BE HEAW DUTY. FUBES TO BE RK-S TYPE. SUBMIT SHOP WINGS, SUSSMAN FRN-R-(AMP) IS SPECIFIED. F lH 1101;' r/e9 f,9oG /,Fcyq CFI .. p� PANEL F PSERMCEANEL, 240/120CV,30, _ MAY J\ �� 200AMCB,4/4/0 CU. THHN FREEZER CONDENSER UNIT ON ROOF C C0* !�_O FCU DETAIL of N 49, 00 /o Eb�j�NeLC' f` f ysre °'0 POWER PLAN I10AAL t,-r CERTIFICATE RECASTRATION NO. F-4359 0,182010 SOME: NAVE P.o.Im. TNro March J10°°°°'^" Ice House America ELEC. PLAN E1 RB o- Adams&LTnuI^oM T'•'�*'R FTMN 13361 Atlantic Blvd. M-101 SILTE: HOUSTON. rum ASSOCiefeS "1°1ae'wse'°ms Jacksonville, Florida 32225 POWER AnOF �,, uNs noon 904-241-7535 ____°---- 9F ry TT� y�0o/F/F�ApyO` yFcy9 �/� �� y� 1 cGy9i��' ! SE -ID u EXT.%- LIGHT LIGHTING PLAN � MAY 14 e?010� IECC LIGHTING-COMPLIANCE`CALCULATION,,_.,;_,� 3(IOD)/8a24 =.1.56V/SOFT. 1.56V/SOFT. ( 22V/SOFT. FOOD PREP LIGHT FIXTURE- VAPORTIGHT TYPE INCANDESCENT FIXTURE, CAST ALUMINUM HOUSING, CAST ALUMINUM GLOVE GUARD, TEMPERED CLEAR GLASS GLOBE, LIMO WATT INCANDESCENT LAMP, 120 VOLT (:/19/2010 SALE: NONE SA 310 P0' oi16'^'<. P.o.no,ws9 Ice House. America ELEC. PLAN E A ®March Adams& cT„ti„oW.T�<.n �)+oa 13361 Atlantic Blvd. M-101 SATE: HOUSTON, -OAS ASSOCIDICS PH'14)11698'66T5 c,.,,,,.6re.':. 100810.01.1 Jacksonville, Florida 32225 904-241-7535 LIGHTING PC OF 240/120 V 3PHASE 4W OR 20e/120 3PHASE 4W SERVICE BY UTTLITY- 3P-30A DISC SWITCH-NEMA 3R IFREEZER� IF THE APPROVL, ARE MODIFIED, A NEW TO THE CITY IS REQUIRE! TO THE CHANGE IS OCCULT WEATHER 4 03/0 THHN(CU), j 3P-100A DISC. VC. SERVICE I RISER SWTCH NEMA 3R i I I I 1 r- �C E� f I NJ r_� I 3#12 THHN(CU). 012 GD(CU),irC @�@r I /�'I.1Q� 4yK�C./�� //�� p�,/ 3 /4 THHN(CU).. I -L I • `I,�V S, � ~� oV"V /6CD(CU), I-C. 1 O 1 pa/7 aaaJJ/J METE I I I I PANEL SEE SCHEDULE - - - - - J ------- 103/0 THHN(CU). NGD (a), 2-C 1 I 1 1 1 4(cu) seavlcE cD TO GROUND ROO ELECTRICAL -RISER DIAGRAM --------- FIELD CONNECTION NOTES ; jll Mq5 i 1) ALL ELECTRICAL EOUIPMENT SHALL MEET WORKING CLEARANCE REGUIREMENTS. •� 9 2) ALL FIXTURES SHALL RE SECURED TO STRUCTURE. 3) ALL FLEX SHALL CONTAIN FULL SIZE GREEN GROUND, NO ALUMINUM BONDS OR CONDUCTORS 4) PER NEC CODES DWO E-4). 14 4•jjT�4. GROUND (SEE S) THESE NOTES APPLY TO DWOS E-1, E-2, E-3 A E-4. ..4�) IE00, FOR INFORMATION. 6) SEE DWGS 00 at D7 ADDITIONAL CERTinCATE REGISTRATION NO. F-4359 OT .B 2010 SCALE: NONE L, TIo Doan. nw. Marc` V.D.B,,,Wv Ice House America ELEC. RISER E2 REV; AdaM, gi011°^OOB�.T.nnc'�ee 174a 13361 Atlantic Blvd. M — 10 1 STAE HOUSTON, TE1C6 Associates Pw1423Wvs.667a Jacksonville, Florido 32225 a.,,.1:,T TOB#Ia023 904-241-7535 10OF ALL GROUNDING ELECTRODES AS DESCRIBED BY 250.52(Ax1) THROUGH (A)(6) OF THE NCNEC THAT ARE PRESENT SHALL BE BdONNDED TOGETHER /1TO FORM THE GROUNDING SYSTEM WITH A COPPER GROUND. METAL WATER ELECTRODEE GROUNDING ELECTRODES SHALL BE SUPPLEMENTED BY AN ADDITIONAL GROUNDING ELECTRODE AND EN COPPER GROUND. IF NO GROUNDING ELECTRODES ARE PR SENN(T,,x THEN 250.6E MUSTT BEPIPE EPROVIDED WITHPAn#4 COPPER GNG WITH RCL)ND.S) AND TO METER SERVICE ENTRANCE EOUIPMENT SUITABLE FOR USE AS SERVICES, EOUIPMENT C N 14 CU MAIN BONDING JUMPER CU -WATER PIPE (If AVAILABLE) � (1� C cy9�cFSFQ 9/C� CU - BUILDING STEEL (IF AVAILABLE) Or6„FG �- 04 CU G-N BONDING JUMPER N CU t COPPER GROUND CONDUCTOR IN )I- CONDUIT. c BARE CU CONNECTED TO GROUND ROD ®p� 2CORLRE CRCLDSE-ELLCTRME— CCC ���v %* • IV COPPER CUD STEEL GROUND ROD DRIVEN BELOW GROUND LEVEL GROUNDING DETAIL Reiter to C;4,1 .I led 1 Site p i It�ONAL CERTIFICATE REGISTRATION NO. F-4359 01 92D, Ice House America GROUNDING S AaE NONE ®March 3Ia.G00tlt A,e. REV. P.D. Box 3699 13361 Atlantic Blvd. E3 STPAC Hl)l1sTON , AdaMs& CAawnood.•'remnme,T40+ DETAIL TEICE Associates PH:1433I692-66T5 Jocksonville, Florida 32225 Cowin. Cn•hnn JOB. 10423 904-241-7535 M— 1 O 1 or �rF�'�olyFaA ELECTRICAL SPECIFICATIONS lO' y'ro 1lg ;N01/OP 1. CODES AND PERMITS, WORK TO BE DONE IN ACCORDANE APPLICABLE LOCAL CODES. HH 008 NATIONAL ELECTRICAL CODE CN CI) TO y9�'C 9FOF�Ys `Nh FORM THE BASIS FOR THE MINIMUM ELECTRICAL CONSTRUCTION STANDARDS. 9 GB�ij� PERMIT AND CONNECTION FEES TO BE PAID BY CONTRACTORS AS REQUIRED. CCG/P�NC 2. PE: SCOPE OF ELECTRICAL PHASE OF THIS PROJECT INCLUDES LABOR, MATERIALS AND EQUIPMENT REQUIRED TO PROVIDE COMPLETE SYSTEM. IT IS THE INTENT OF THE DOCUMENTS THAT THE CONTRACTOR AND �i` MANUFACTURER FURNISH AND INSTALL ALL MATERIALS AND SYSTEMS, WP NECESSARY AND INCIDENTAL APPURTENANCES, FOR A COMPLETE, ii►► 44 IL FUNCTIONAL INSTALLATION, READY AND SUITABLE FOR THE OWNER'S USE. 3. I IL LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS' ALL APPLICABLE EQUIPMENT TO BE LISTED BY UNDERWRITERS LABORATORIES (UL) FOR APPLICATION FOR WHICH IT IS USED, AND BE SO LABELLED. 4. CONSTRUCTION REQUIREMENTS: uu,, CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS, METHODS, AAA 11 PROCEDURES, TECHNIQUES, AND SEQUENCES OF CONSTRUCTION FOR 4Qio PROPER EXECUTION OF WORK IN ACCORDANCE WITH INTENT OF CONTRACT\ DOCUMENTS. DRAWINGS ARE NOT TO BE CONSTRUED AS SHOP DRAWINGS, BUT INDICATE THE EXTENT, GENERAL LOCATION, ARRANGEMENT, OF RACEWAYS AND EQUIPMENT. Ell CONTRACTOR SHALL CAREFULLY LAY OUT HIS WORK TO CONFORM TO STRUCTURAL CONDITIONS, TO AVOID OBSTRUCTIONS, AND TO CONFORM TO DETAILS OF MANUFACTURER'S INSTALLATION INSTRUCTIONS, CONTRACTOR SHALL INSTALL WORK IN SUCH MANNER THAT EQUIPMENT AND ASSOCIATED APPURTENANCES WILL FIT IN SPACE PROVIDED, MAINTAIN HEAD ROOM, AND IF IN FINISHED AREAS, BE AS NEATLY INSTALLED AND UNOBTRUSIVE AS PHYSICALLY POSSIBLE. ALL COMPONENTS TOBE INSTALLED TO PROVIDE NEEDED CLEARANCE FOR MAINTENANCE AND PASSAGE SPACE. EQUIPMENT CONNECTIONS: THIS CONTRACTOR SHALL BRING ALL REQUIRED SERVICES TO ALL EQUIPMENT ITEMS FURNISHED UNDER OTHER SECTIONS OF THIS SPECIFICATION OR BY OWNER, MAKE FINAL CONNECTIONS, AND LEAVE EQUIPMENT READY FOR OPERATION, PROVIDE DISCONNECTS AND WIRING ACCESSORIEc ee REQUIRED. RACEWAYS: EXTERIOR, EXPOSED IMC WITH THREADED FITTINGS (MINIMUM SCH. 80 PVC WITH SOLVENT -WELD FITTINGS (AT OVERHEAD SEF WHEN ACCEPTABLE TO LOCAL AUTHORITIES. INTERIOR - SCH, 40 RIGID METAL CONDUIT. Refer to City ApprQmd Certified Site Plan EQUIPMEMT CONNECTIONS - LIQUIDTIGHT. t�® EXPOSED RACEWAYS TO BE SECURED TO STRUCTURE. PROVIDE BUSHED TERMINATIONS FOR ALL CONDUITS, INCLUDING THOSE NOT ®� CONNECTED TO ENCLOSURES, SUCH AS STUBS FOR SPECIAL CABLING SYSTEMS. OUTLET BOXES: INTERIOR AND EXTERIOR WET LOCATIONS - CAST ALUMINUM OR PVC. INSTALL OUTLET AND JUNCTION BOXES IN A WORKMANLIKE MANNER, RIGIDLY SUPPORTED AND PROPERLY ALIGNED. 8. WIRING DEVICES: TOGGLE SWITCHES: SPECIFICATION GRADE, AC ONLY, 20A 120.277V RATING, FULL SIZE HANDLE, SIDE WIRED. 1 3PST CARLING OR EQUAL SPST HUBBLE CS1221 OR EQUAL 3-WAY HUBBLE CS1223OR EQUAL MAY DUPLEX RECEPTACLES: SPECIFICATION GRADE, AC/DC, 20A 125V-RATING, '91 + AUTOMATIC GROUNDING CLIP, SIDE WIRED. STANDARD HUBBLE CR5262 OR EQUAL GFI TYPE HUBBLE CF-5262 OR EQUAL 9. COVER PLATES: EXTERIOR AND INTERIOR WET LOCATIONS - WEATHER PROOF GFI COVERPLATES SHALL BE CAST ALUMINUM OR PVC. 10. POWER WIRING: COPPER, TYPE THW, XHHW OR THHN, 600 VOLTS, 012 AWG MINUMUM SIZE. 11. SPLICES: FOR ANY COMBINATION OF STRANDED AND/OR SOLID COPPER WIRE UP TO 3#8 OR 2#6 SHALL BE MADE WITH SOLDERLESS ELECTRICAL SPRING CONNECTOR TYPE. SPLICES FOR LARGER WIRE TO BE SOLDERLESS COMPRESSION INDENTION TYPE PROPERLY TAPED. 12. LIGHTING FIXTURES: . PROVIDE VAPORTIGHT, ENCLOSED/GASKETED, WITH CLEAR TEMPERED GLASS GLOBE, WIRE GUARD, SURFACE -MOUNT OUTLET BOX WITH h" THREADED HUBS, ALUMINUM OR PVC CONSTRUCTION, 100-WATT A19 LAMP, EQUAL TO HUBBELL VX-151. 13. ELECTRICAL SERVICE AND METERING PROVISIONS: PROVIDE ELECTRICAL SERVICE AND METERING AS INDICATED ON DRAWINGS OR AS REQUIRED BY UTILITY COMPANY. VERIFY ELECTRICAL SERVICE REQUIREMENTS WITH UTILITY COMPANY PRIOR TO ROUGH -IN AND COORDINATE INSTALLATION. PROVIDE ALL MATERIALS AND LABOR SHOWN ON DRAWINGS AND/OR REQUIRED FOR COMPLETE INSTALLATION, EXCEPT AS SPECIFICALLY Refer to City Approved Certified Site Plan IF THE APPROVED PLANS ARE MODIFIED A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING INDICATED TO BE BY THE SERVING UTILITY, WHERE -THERE IS A CHARGE FOR UTILITY FURNISHED ITEMS, IT SHALL BE PAID BY CONTRACTOR. 14. PANELBOARDS: AS SCHEDULED, ENCLOSURES SHALL BE AS SPECIFIED IN ARTICLE "ENCLOSURES FOR ELECTRICAL EQUIPMENT'. SERVICE ENTRANCE DUTY: PANELBOARDS USED FOR SERVICE ENTRANCE EQUIPMENT SHALL BE UL LABELLED FOR "SERVICE ENTRANCE EQUIPMENT'. GROUND BUS: PANELS SHALL HAVE SEPARATE ISOLATED BUS FOR TERMINATION OF EQUIPMENT GROUNDING CONDUCTORS. GROUND BUS TO HAVE LUG SIZES AND QUANTITIES TO ACCOMMODATE ALL GROUNDING CONDUCTORS TO BE TERMINATED IN PANEL, INCLUDING FEEDERS, BRANCH CIRCUITS, AND BONDING JUMPERS. 0 CIRCUIT BREAKERS SHALL BE FULL MODULE TYPE. PROVIDE A/C RATINGS AS REQUIRED TO ACCOMMODATE AVAILABLE FAULT CURRENT VALUES. 0too 4 SECURELY MOUNT PANELBOARDS TO WALLS OR BUILDING STRUCTURE, 04 EQUIPMENT NAMEPLATE DATA: ADJUST RATINGS AND TYPES OF CIRCUIT BREAKERS TO COMPLY WITH ACTUAL NAMEPLATE DATA OF EQUIPMENT. 15. DISCONNECT SWITCHES: GENERAL DUTY SAFETY SWITCHES, ENCLOSURES SHALL BE AS SPECIFIED BELOW. AMPACITY, FUSING PROVISIONS, NUMBER OF POLES, AND NEUTRAL CONFIGURATION SHALL BE AS INDICATED OR REQUIRED. v 16. FUSES: c:)o� o r^ _ -' s PROVIDE FUSES PROPERLY SIZED AND TYPED FOR ALL EQUIPMENT AS m o = REQUIRED BY THE NEC AND AS RECOMMENDED BY MANUFACTURER. c� s:? =Fi rn y�FR FUSES PROTECTING INDIVIDUAL MOTOR LOADS: BUSSMAN: "FUSETRON" FRN• Z N -v R OR EQUAL. m m z c EQUIPMENT NAMEPLATE DATA: ADJUST RATINGS AND TYPES OR FUSE in r� m m p c o DEVICES TO COMPLY WITH ACTUAL NAMEPLATE DATA OF EQUIPMENT. n :10 cn -0 cocoz 17. STARTERS: STARTERS SHALL BE PROVIDED FOR POLYPHASE MOTORS, MOTORS WITHOUT = INTERNAL OVERLOAD PROTECTION, AND MOTORS REQUIRING CONTROL INTERLOCKS. ENCLOSURES SHALL BE AS SPECIFIED IN ARTICLE "ENCLOSURES FOR ELECTRICAL EQUIPMENT'. STARTERS SHALL PROVIDE MOTOR OVERLOAD PROTECTION FOR EACH PHASE. �. CONTACTORS SHALL BE UL LISTED FO 100,000 CYLCES OF OPERATION. MAY 14 201Q 18. ENCLOSURES FOR ELECTRICAL EQUIPMENT; tj Refer to City Approved Certified Site Plan GENERAL: ' PROVIDE SUITABLE ENCLOSURES FOR SAFETY SWITCHES, STARTERS, CONTACTORS, PANELBOARDS, CONTROL DEVICES, AND OTHER ELECTRICAL EQUIPMENT. CONSTRUCTION: ENCLOSURES IN LOCATIONS NOT SUBJECT TO CORROSION SHALL BE CONSTRUCTED OF CODE GAUGE STEEL WITH BAKED ENAMEL FINISH. IN LOCATIONS SUBJECT TO CORROSION, ENCLOSURES TO BE CONSTRUCTED OF SUITABLE MATERIALS AND FINISHES. NEMA TYPE: ENCLOSURES SHALL HAVE NEMA CONFIGURATIONS AS FOLLOWS: NEMA 1 INDOOR, DRY LOCATIONS NEMA 3R OUTDOOR, LOCATIONS SUBJECT TO RAIN, SLEET, ICE NEMA 4 INDOOR OR OUTDOOR, LOCATIONS SUBJECT TO DUST, DRIPPING, FALLING, OR HOSE -DIRECTED WATER 19. GROUNDING: ELECTRICAL GROUNDING SHALL CONFORM TO ARTICLE 250 OF NEC. NEUTRAL CONDUCTORS, CABLE SHIELDS AND SHEATHS, METALLIC CONDUITS, JUNCTION BOXES ENCLOSURES AND ALL CONFLICTIVE NON -CURRENT CARRYING PARTS OF EQUIPMENT SHALL BE GROUNDED. ®®A GROUND RODS SHALL BE COPPER -CLAD STEEL MINIMUM 5/8" DIAMETER BY 8 ;Oo4 FEET LONG, DRIVEN INTO GROUND AT LEAST 7'8". PROVIDE ALL BRANCH CIRCUITS AND FEEDERS WITH INSULATED (GREEN COLOR) GROUNDING CONDUCTORS SIZED PER NEC 250-95. PERFORM TESTS TO INSURE MAXIMUM EARTH GROUND RESISTANCE OF 25 OHMS PER NEC. 20. PACKAGED CONTROL PANELS: PACKAGED CONTROLS SHALL BE FACTORY FABRICATED IN ACCORDANCE WITH APPLICABLE UL STANDARDS, USING UL-LABELLED COMPONENTS. COMPONENTS TO BE APPLIED IN ACCORDANCE WITH UL TESTING AND LISTING CRITERIA. 21. MOTORS: MOTORS SHALL BE IN ACCORDANCE WITH IEEE, UL AND NEMA STANDARDS, RATED FOR CONTINUOUS, FULL -LOAD DUTY AND CAPABLE OF WITHSTANDING MOMENTARY OVERLOADS OF 50%. MOTORS TO BE TEFC OR TENV TYPE, RATED 500 C, SUITABLE FOR "WASHDOWN" APPLICATIONS. Refer ±c, `,.� Ceriulea "proved Site plan n11JE MAY 14 1010 j 1 IF THE APPROVED PLANS 0'r ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO'THE CHANGE IS OCCURRING 4x8 STL, TUBINGI IX'" - ANGLE CITY COPY M' 'r FLAT METAL SPACER 3"x11 go) WELDED ON TOP & BOY. OF T. ICE BIN SUPPORT LEGS? 2%4"x1B go GALV. ANGLE - ERIMEIER (PANEL SUPPORT) TOP OF 4x8 FRAME ALL FRAME MEMBERS HAVE WELDED CONNECTIONS. Tix8 STL. TUBING eer / ef' I �JI111111111l1l1l�l� � �����III °e p ° • .I.I.I.I/,I�I■I1I'��I�I'I1I■I■I�III.I.I.I.I'I 1111111 �I —L1—V IF THE AMU,' MDIFIED,ANEA"' ' as FLOOR FRAMING PLAN "10DIFIED, A NEIh' S�CM; �TqE 1 �4F- CITY IS REDUIHE iI, j: ALL BRACKET WELDS TO CONFORM TO THE CHANGE IS OCC AWS D1.1 PROCEDURES AND TO BE �lid,a' w , n< WELDED BY AWS CERTIFIED WELDERS. SLOT FOR TIE DOWN STRAP 1, HOOK n o -I cin[c CORNERS Refer to City 4PProved Certified Si,e Plan TIE DOWN STRAP ATTACHMENT DETAIL NOTES 1. 7go BRACKETS AT LOCATIONS SHOWN ABOVE 2. ALL FRAME MEMBERS HAVE WELDED CONNECTIONS 3. FRAME CLEANED, PRIMED k PAINTED AFTER FABRICATION. cur it ft oI o,o Ice House America FLOOR sc MOREWAdarch'"°°" stLe °O%O.1bA° 13361 Atlantic Blvd. FRAMING a Sh n,imows.nxm<,+e<n+aKouS1e11ocites i.Joekeonville, Florido 32225TE AS,.vc.rx..". wnrio-a:� 904-241-7535 PLAN nF ROOF FRAMING PLAN L x W x H 64"xO' 60" SKID MOUNTED, ARCTIC —TEMP 750 ICE MAKER/CONDENSER 1100# OR 75"x74"x6O" SKID MOUNTED ARCTIC —TEMP 1000 ICE MAKER/CONDENSER 1680# 1 MAY 14 2010 Refer to Cft certified S;jeoio oved Or T THE HAIVGE cl p� �� PRl RAN RRiNG REGISTRATION NO. F-4359 SC Ice House America ROOF FRAMING SC AE: NONE ®March no ooda.�n�`. SZ RET r.o.mx"39 13361 Atlantic Blvd, TENS HOUSTON, Adamses Ch: (423)S8.6675 sc�e ��aw PLAN �yAS Associates rn:wz3lava�aes Jacksonville, Florida 32225 hnuuliin�, USi.�" 3o9n io-o>_3 904-241-7535 vc of 23� a SKID MOUNTED ARCTIC —TEMP 1000 ICE MAKER/CONDENSER OR ARCTIC —TEMP 750 ICE MAKER/CONDENSER $R w�.w. —4" —0 1/2" —9 1/2" —0" 2„ i 12'-0" qM ICE BIN 7,5600 m �j 0 3. /'9. I J J 5r., SIDE SECTION VIEW ICE BIN 3'-9"H x 12'-0"L. x 5'-0"W = 225 tuft ICE MAKER ICE WGT. — 225 cuff (56 pcf) _ 12,600# SOLID REDUCTION FOR VOIDS & EMPTY SPACE 407 12.600 CONDENSER — 12,600 (0,40) = 7560# 7560/12x5 = 125 psf _4 ICE MAKER CONNECTION 70 ICE BIN (SEE.D/S5) Refer to City Annrov Cent led Site Pian oral END VIEW 10 CONDENSER 1,118M �TyF ��-f�gtiFF LEGEND OCC� 1. 4' INSULATE D PANEL2. 6 3. 2' INSULATED PANEL 4, 1 1/2'xl 1/2'x14ga S.S. TUBE 5, 8x8x11 ga S,S, PLATE @ EA, POST 6. 1'x 2 x3' x 11 ga `U' CHANNEL 7. 1 1/2'xl 1/2'x3/16' S.S. ANGLE 8.14 go SS LINER PANELS 9, FRAME CHANNEL 6' X 1-1/2' 10, TS3x3x3/16 MOUNTING FRAME 11, 11 ga -Z CHANNELS C#yy ?01f D, B zo,o Ice Mouse America STRUCTURAL SCAE: NONE 110 Dodds Me. S 3 REy March P.o.B""" 13361 Atlantic Blvd. ST/,fE: HOUSTON, Adam,& Cuananoogn, Tennessee 374o4 SECTIONS TEXS Associates P1 1: (423)698-6675 Jacksonville, Florida 32225 an,uAL,g Engiwe 3OBn 10023 904-241-7535 n OF i IF THE APPROVED PLANS ARE MODI TI'ED A NFIy SUBMITTAL TO THE Cf ;1; `� `QIIIRED PRIOR TO THE Ci+%i<:E OCCURRING 4" INS PANEL 2" 0 t"x1 ] 6"x1Y2"x1190 CHANNEL FRAME 4" INS PANEL Z CHANNELS ® 14"t O.C. w/ INTERMEDIATE CHANNELS ADD FOR BIN SUPPORT AV Y C 0(X L24 DETAIL D/S5 24 ga. SS FLOOR PLA (4) #12 S.S. 8" TUBE FRAME USE %"0 SS MACHINE BOLTS TO ATTACH THE ICE MAKER & CONDENSER SKID TO THE TS 3x3 MOUNTING RAILS (SEE SHOP DRAVANGS f— BA 27. 28, 29 & 30) CONDENSER 1,118# fl, �1P:.OF• • ; Refer to City gPProVAd ��Q� • Certified Site Plan MAY ; c8ry Y � 4 1OIO � JOE B. :.... II �.... c o T I S/0N i CERTtnCVE REGISTRATION NQ F-�339 01o 2010 Ice House America STRUCTURAL SERE: NONE ®March 2'000aa:A.r. S4 REV. P'a'0o" 13361 Atlantic Blwi. DETAILS STAE HOUSTON, Adams&' '1;:t I��a.*rce %.Ve37404 Jacksonville, Florida 32225 TE>KS Assoc later 904—tat-7535 C..,"n: u0— 200. 10-021 'U' CHANNEL 11 ga. C6.> BOLT HEAD. WASHER / w/ RUBBER GASKET] /SILICONE / SEAL / 3-Yi' SS BOLTS 5' LG NUT & WASHER I 'U' CHANNEL--,, \� 1-1/2 X 1-1/2 SS TUBE - IF THE APPROVED PLANS �\ ARE MODIFIED, A NEW SUBMITTAL TO THE CITY IS REQUIRE:'.: HPIOR TO THE CHANGE IS OCS4JIi�;irdG Refer to City Approved Certified Sii5 Plan 4x4x11go PLATE \ OR ICE MAKER MOUNTING RAIL �I DETAIL D I WELDED CONNECTION / / o, 1, 2NO Ice House America STRUCTURAL SCAIC: NONE March "°`""`''^'r S5 NEV: P.a.Baa .. 133ti1 Atlantic Blvd. DETAILS $TAT: HWSTON, AdaI11SCi(. Chnuma{a. Trnnmw wad TEXA Associates''poj42308-^°is Jacksonville. Florida 32225 c,..myJOB r 10m3 904-241-7535 °G OF March Adams & Associates ConsutdngrEnglneers ,S November 1, 2007 Ice House America 645 Mayport Road, Suite 3A Atlantic Beach, FL 32233 Attention: Bob Aligood Principals J Joe B. Hutcherson III, P.E. Thomas L. Miller, Jr. P.E. Emeritus Charles N. Adams, Jr. P.E. Celebrating 25 years of Quality Engineering Rej`e� to Ce�,�edSe p rot Re: -,—Wind Load Capacity for Awning Frames / Connections- Ice House Modular Units - Dear Sir: Per your request March Adams & Associates, Inc. has calculated the Wind Load Capacity for the., Awning Frames and Connections as shown on the attached fabrication drawing. j The maximum wind load for the 1" square tube.x 16 ga frames and connections with the canvas awning in place was calculated to be 90 mph (26 psf uplift). In the event of higher wind loads the awning material should have break away clips (yoUr awning' supplier should be able'to supply.a.detailfor a break away clip) or the Ice House Owners should--? be advised to remove the canvas awning material prior to the arrival of a hurricane. Once the canvas is removed the tube frames and connections are adequate to resist the forces from 150 mph winds. Also, in order to stabilize the awning frame and minimize racking and deflection we are showing a 3 bolt connection top and bottom on the attached approved drawing. Thank you for your attention to this matter. Please feel free to call any time if you have any questions or if you need any additional information. Sincerely, Thomas A. Retseck PE Senior Vice President March Adams & Associates, Inc. IF THE APPROVED PLANS i ARE MODIFIED TO THE CITY IS RE NEW SUBMITTAL sreel Address EI TO THE CHAP QUIRED PRIOR 310 Dodds Avenue S OCCURRING Chattanooga, TN 37404 Phone (423) 698-6675 www,marchadams.com Mailing Address P.O. Box 3689 Chattanooga, TN 37404 Fax (423) 690-3638 CIVIL • STRUCTURAL - MECHANICAL • ELECTRICAL • INDUSTRIAL BILL OF MATERIALS 1 - Awning frame (See dwg AW02) 3 - 1 x i SS Angle 6' long 6 - 318 x 6 SS Bolts. Washers, 3 Nuts DRAWN BY AT ErgYweln� ipwlees. lrc bl R.. GA 31760 7 985-51179 C 9 229J@.2356 FABRICATION INSTRUCTIONS: 1. Fabricate 3 retainers by welding 6' angle to bolts as shown in retainer detail. 2. Position awning hams on old of house and secure with bolts as shown 3/6 X S SS Bak (2 plans) 1 X, SS Angle 6' long W Welded to 318 X 6 ES Bee Retainer Detail Sale- 1/4' = 1- - -�vre6neram ran � F & �a as DM fides 4'Pael 1_ Ilaloarye NMuclh31.d1�— p,, Y..liox3689Ad$p{, meogn, Temusee 3]404 Associates YB: (423)69&66'/5 o—�, � MAA k 10 - ass 3 L �3 Washer Detail Srsle: 1/4' = 1' ICE HOUSE AMERICA FRONT AWNING INSTALLATION M1E eeu c, eMVR1OlIIOfFIe 3Q84T7 1' = 24' cn AW 03 m o 0 me r s� o N n x ( W� dl b� ;D N � N O o 2 o n y c o 0 c x m O V u 41 X N m N J 0 m G CD m J O 0 O a � w Rf-N- �13-855- 8 MAKER IF THE APPROVED mm ARE MODIFIED, A NEW SmriTm (FABRIC AWNING BAG ICE STUCCO BULK ICE _.....�TLL,! 4'XH' STEEL TUBE AND 8'.16' MASONRY PIERS COVERED CONT. '2" TRIM BY MATCHING WHITE BASE SKIRT SIDE VIEW 'Alrvmt, BAG ICE � sBULK ICE .(;Ib fr. #* G.4/ I IIN ULATFD-. 1 ' MUMMA F l _4 FRONT VIEW WOOD. METAL OR /- MONEY & SVATCH MASONRY STAIRS / BOX W/HANDRAILS AS REO'D BY CODE (BY OTHERS. - NOT BY IHA) \-TS8X4X3/16 ELEV. END WALL E, t_ Z d n 0 r] C4 r,. OA G,S' :ma aq :•: Ar� CJ ¢�.» � ...... . Cam'..: �P G7 �+ Q LL! z 0 U JUNK U z 3 a d W X J m 0 ai: ow- 2O U 0 rn z ZZd O m Z ' do Z0 KLLJ U W U 0 Y. m � m Le PORTE, TEXAS ICE SOLUTIONS ELEVATIONS JOB A 0661-01 0i U Y yN�N6ut ZWm QW C ? �3 z J0 GU r aw� I F- U Z N O � r W 00 LSm IF THE APPROVED PLANS ARE MODIFIED, ANEW SUBMITTAL TO THE CITY IS REQUIRED PRIOR TO THE CHANGE IS OCCURRING W J LLJ I_y._4" Engineering A Division Chen t Consulting Civil' Engineers and Surveyors Houston Dallas 6161 Savoy, Suite 310, Houston, Texas 77036 Phone: 713.952.6888 Fax: 713.952.9994 DEPARTMENT OF PUBLIC WORKS UTILITIES DIVISION May 27, 2010 To: Masood Malik, City Planner From : Curtis Harrod, Supt of Utilities Re: Ice Ventures Kiosk -1101 S. Broadway "A" • Recommend waiving the 6" minimum" sanitary sewer connection requirement. Propose a 4" connection for this business type. • The proposed 2" water service connection and meter will be located near the existing meter bank. Contractor will be required to connect at this point. %1 rnt Huber, Mark From: Herrod, Curtis Sent: Thursday, May 27, 2010 3:26 PM To: Huber, Mark Cc: Lawrence, Keenan Subject: FW: 1101 "A" S. Broadway Attachments: 1101 S. BROADWAY.doc Mark: Please note that a 8" sanitary sewer line and 6" water line are available to the property to be located at 1101 S. Broadway"A". , This is revise utility verification for the subject address. C/. From: Herrod, Curtis Sent: Tuesday, May 18, 2010 4:24 PM To: Lawrence, Keenan Cc: Huber, Mark Subject: 1101 "A" S. Broadway C/. ,1 1 =ROM CN IiNG-ON eJ'_C[PS (WED)MAR 24 2010 17:12 ST.17:12/No.6660006125 P I M4h-- *e-v�.ar Ketvi'A to WcfNrAPJ • art6LAPa MMWOB,W,t®IY G, y eu WedP.rnrPe,nn li P.�.ixiT57, }•�qlA. • oa.� zn.au,m, ea aunxa APPLICATION for ADDRESS, UTILITY VERIFICATION & DRIVEWAY CULVER (14de: C=o Winb, n dmhod boxody. PerN vm=owfnfa dbnwl d*yp—ing ofyolraoWion) --------------------------------------------------- PROPERTY OWNER OWNBiSAQ€NS: Name: Lm P.r}e (LtE.iL Le _ Name: �Phmk 4M- N }t3 a°3 qo-L4 manoa 113.455-J61-54 I 1 FaM: AIN-L441•006q _ Fu6. }t3 •731•*0%1 I 1 E-W: E M: rr ,^icA&— Ipm w11. Cowl - ) 1 � 1 0 3 16ro J 54. I Cwn,dPrtgergAddlsp6��+gk I i FICM Aak NaaFYapeAY llama):-�-�' OI00001• --- I �LegeDeeapknaPopedy '`3 1 T14KIA 3t Yak H10 I e 1—A Po0.TE ' 1 -OWE PLM INFOReHTION igub en ewhoil cgow I Devdoryrenl Naalle; T!• ��•d w...}tr k:ee1G � I Dabpaan aPraket C.G a� W.,A ! le,'coakI � Nex Buitlbg ar 6VarsianT YlpN N I I 'NaW.lppkaM:mrs}suha.46 mpkso/offi pfanb CAy DO gde Hen Foe lolWbSApeS•r300 breadl;dd�6maleae I , I I IrY PROJECT WALL REQUIRE (crook e01101N : I i Id ADDRESS Rnekde Smr Skew Pine St.Phn.uNefinB �l Po7�YNemtlN e.propaodlm=v m) I ' I d MIN VERIFICATION (lyd* S++W, ad.) PIM er 9. PW WWe 4 -4j PIP--" M �r'9 d Pn>D�M inPavvnehl I I I I •NON: FOI ForDdy AyG wPkm TFWdOs,oxzed.+szM 1 I wrDdwwercveertoni�morana�a DEPARTMENT OF PUBLIC WORKS UTILITIES DIVISION 4/15/10 To: Keenan Lawrence , Engineer Specialist From : Curtis Harrod, Supt of Utilities Re: Utility Verification - 1101 S. Broadway A existing 8 inch water line is located on the North side of Fairmont Pkwy. A portion of the 8 inch water line located on the West side of S. Broadway across from the property in question i f rvice for an unspecified length of time. No Sanita Sewer available. ( Note: The existence of the existing 8 inch water line located on the North side of Fairmont Pkwy. does not constitute the approval of serviceability to the property in question.) Huber, Mark :r From: Herrod, Curtis Sent: Tuesday, May 18, 2010 4:24 PM To: Lawrence, Keenan Cc; Huber, Mark Subject: 1101 "A" S. Broadway Attachments: 1101 S. BROADWAY.doc Keenan: Please note that the sanitary sewer is available to the property in question. A revised response to you is attached for your records. C/ 614VU;�-'�J z;i i DEPARTMENT OF PUBLIC WORKS UTILITIES DIVISION 4/15/10 To: Keenan Lawrence , Engineer Specialist From : Curtis Herrod, Supt of Utilities Re: Utility Verification - 1101 S. Broadway A existing 8 inch water line is located on the North side of Fairmont Pkwy. A portion of the 8 inch water line located on the West side of S. Broadway across from the pr es ion is out o se n unspecified length of time. Sewer is available. ( Note: The existence of the existing 8 inch water line located on the North side of Fairmont Pkwy. does not constitute the serviceability to the property in question.) Print Details Page 1 of 2 4 HARRIS COUNTY APPRAISAL DISTRICT Tax Year: 2009 REAL PROPERTY ACCOUNT INFORMATION 0241890100001 Owner and Property Information Owner Name & LA PORTE RETAIL LLC Legal Description: LTS 1 THRU 31 BLK 1110 Mailing Address: 515 W GREENS RD STE 700 LA PORTE HOUSTON TX 77067-4510 Property Address: 1101 S BROADWAY ST LA PORTE TX 77571 State Class Land Use Code Building Total Land Building Net Neighborhood Map Key Code Class Units Area I Area Rentable Facet Map® Area F1 -- Real, 4344 -- Strip C 0 1 96,875 1 30,176 1 29,904 9705.04 1 6253D 580G Commercial Shopping Center SF Value Status Information Capped Account Value Status Notice Date Shared CAD No Noticed 04/27/2009 No Exemptions and Jurisdictions Exemption Type Districts Jurisdictions ARB Status 2008 Rate 2009 Rate None 020 LA PORTE ISO Certified: 08/21/2009 1.325000 1.325000 040 HARRIS COUNTY Certified: 08/21/2009 0.389230 0.392240 041 HARRIS CO FLOOD CNTRL Certified: 08/21/2009 0.030860 0.029220 042 PORT OF HOUSTON AUTHY Certified: 08/21/2009 0.017730 0.016360 043 HARRIS CO HOSP DIST Certified: 08/21/2009 0.192160 0.192160 044 HARRIS CO EDUC DEPT Certified: 08/21/2009 0.005840 0.006050 047 SAN JACINTO COM COL D Certified: 08/21/2009 0.163411 0.170800 071 CITY OF LAPORTE Certified: 08/21/2009 0.710000 0.710000 Valuations Value as of January 1, 2008 Value as of January 1, 2009 Market Appraised Market Appraised Land 290,6251 Land 290,625 Improvement 1,291,2431 Improvement 1,292,646 Total 1,581,8681 1,581,868 Total 1,583,2711 1,583,271 Land Market Value Land Site Unit Size Site 0/Rr Appr O/R Total Unit Adj Line Description Code Type Units Factor Factor Reason Adj Price Unit Value Factor Price 1 4344 -- Strip Shopping SFl SF 96,875 1.00 1.00 1.00 Corner or 1.00 3.00 3.00 290,625 Center 1 1 Alley Building Building Year Built I Type Style Quality Impr Sq Ft Building Details 1 1984 Strip Shopping Center Neighborhood Shopping Ctr Average 26,976 Displayed 2 1984 Neighborhood Shopping Center Neighborhood Shopping Ctr Average 3,200 View Bulldln I Building Data Element Detail Cooling Type Central / Forced Construction Type Fire Resistant Steel Functional Utility Avg/Normal )etails 1 Building Areas Description Area BASE AREA PRI 1 26,976 Building Features http://www.hcad.org/records/print.asp?crypt=%94%9A%BO%94%BFg%84%8F%83%7B... 5/ 17/2010 Print Details Page 2 of 2 Heating Type Hot Air ' Partition Type Normal Physical Condition Avg/Normal Plumbing Type Adequate Sprinkler Type None Exterior Wall Concr Block Economic Obsolescence Normal Element Units Wall Height 16 Wall Height 14 Store Front: Metal 1 Interior Finish Percent 100 Description Units CANOPY ROOF AND SLAB 4 CANOPY ROOF SERV STN ECON 1 Paving - Light Concrete 1 http://www.hcad.org/records/print.asp?crypt=%94%9A%BO%94%BFg%84%8F%83%7B... 5/ 17/2010 20------ a 20 M;�. p4 R ,¢19 -0m19 p15-- ''8 A ,222i2425,2627!2A29311 LI _:i 7w1 p�p I 017--x 6 17 p R77 -g Alb , - _ (EAST J STREET) NEST JSTREET) WEST FAIRMONT PARKW n smI ° 31{2m.'ss' I amm; J s° 13 4 $ II 1:2i3�4I516 32 R _ -_ x2 31- --- 31 -x 71A 2 11 - f 2 R3 3Q x , IOA J- {, 29 _. __ _ 7, �p� p002 3 30 g__ -_4 R4 _ __1 _ _ _ 1 m' __-aq 29 x riA , s ;'28 95 - - x .a p x31 ,m 12 '� - a _ 5 28 'x 29A 5__ _ -- p6 V �22_ _ _ _ 931 x 12 �a p xl3 x _ 6 27 -A... $$_6___ � 2 - "" - - - _ 27 27Ap7 - - A;a -R al3 R A 30 __ BA 7 26 x26A 7-_ _ _ . i - - a8 ){QE _ _ -_x %Za R 914 _ % a a A14 -. - 25 R25A 8_x�9 "rj4%-'1$_ 24 �2 4uAsi �. 9 52 _ i jj _.. 041# "2- pm�R %16, - - 22 8`_ffi - 6 Au$a�.,% 12 `4 __ i i 21 _ _ Rl'Z ___a 3 �0 A ^ 2$ dm.-Fa�+R R18 x R2daN_ p A19 - uqm 21 a' 11 __=3-0002-�-, '� _TN __24__ eN__It A - 20 -➢OOI O 14 ' ,_ m __ r _r R 20 _______• _ x 921 19 -- 9_--A -2Q_1 _ - ra c.. 14 a_. ______- Al$A 'IB__r% ,m R R21 m x a22 ,a R N ! Js 22 ----- Ib ,>< �° 1 EAST K STREET WEST K STREET W -,-_„-_ ti 7 m• , �M R 1 _. R$ US`A ,ap3233z --- - -___t26951-001-001 12355�8-�0� 00.0001 2 0x36.2650 AC 0 _____. A4'"--.---R9__._.-DO429 e za LLAR GENE 2e______x °5-------- LA PORTE, TX__@6 _____________ 27-0025. x R A 126-951 %7 _ - 725-m .- % 9 ;a _-- CHURCHILL PLACEAPARTMENTS AMEND - --%0 23 123-558 N 229-� 9R 2f'112.__ _..- Rs 2________ _ - 2021 , _______N I 414 914-Qo13 R79._-0017 -a-I4_a_-% la --- _ 16 -- -R %1$___.___ _ 6 17 s A15 -_ A I8_--____- A 17 % a11b __ ---z n , '� EAST L STREET a 023-149 WEST L STREET 3z _ J1 31 _ -. - Vvp �m� 3A 30 xARseeais22298 _ � ___"_ ____ _7_ -%2 _ _ p­ 29 28 Uj-- ',.. N x 26 _. - __ A26_4_)0_2_4 .......... _ i2_24 8 24 ___ a 25 _ _�:_1225 224 R x24 7�-WA -- --- -R__n_ a R23 -007A AIO m _?;_-- --- 1Z ____--- 21- 4 22 Harris County Appraisal District 0 100 200 PUBLICATION DATE: 211712010 W 0 E S MAP LOCATION FACET 6253D uumu unam r 7 / / o / S w i3 rOC(jj 1n �. r,4-I o� — 5 P��► ��yr e�.� e I✓2YC rnB _ 2 ( _. Shoe/ o S/ Qt o e oN � / —rid1 7a o 1 i cc q o_vhl L o s r q INSPECTION SERVICES MINOR DEVELOPMENT SITE PLAN CHECKLIST Job Address: Development Name: .EGG 501(z:AiQNS Type of Business/Development: e.0 OR Addition CLP Project No.: # IO - g?1o`{ 1 O Date Rcv'd. in Inspections:.S—CP (o —1 N% Legal Descc ipttiion: G7 0S J — 31 dk c IG / / / o L , r Zoning: �v _ SIC No.: # 5? 9 9 Allowable Use`. OR N P & Z and/or C.C. Action? Ord./Permit #s: �/ Street/Alley Closing Action? Ord. #s: N/fi FORMAT Engineer or Surveyor Sealed (Dev. Ord #1444; App. E) or No Development Name Shown (Dev. Ord #1444; App. E) Yes or 0 Development Type Shown (Dev. Ord #1444; App. E) Yes or , ivo Legal.Description Shown (Dev. Ord #1444; App. E) Yes, or No Job Address Shown (Dev. Ord #1444; App. E) Yes or No Building Footprint Shown (Dev. Ord #1444; App. E) es or No Scale of Plat Shown (Dev. Ord #1444; App-E) es or No North Arrow Shown (Dev. Ord #1444,-App. E) Yes or No Utility Easements/Alleys — Shown? (Dev. Ord #1444; App. E) YrGR TT " 01A (IfApplicable) " -Shown? Flood Z+1od (Dev. Ord #1444; App. E) Yes or No B.F.E. -- Shown? (If Applicable) PlainDevelopment Permit Required? Received? Inspection Division Site Plan Checklist SPECIAL PERMITS Driveway/Culvert Permit Required? (State or County or City) Drainage Permit Required? (State or County or City) (Obtain Copy) (Obtain Copy) UTILITIES Utility Verification Completed? Results: a) Water Available w/o Extension b) Sewer Available w/o Extension c) Utility Extension Agreement Needed? d) Utility Easement Agreement Needed? Water Development Fees - (Ord #759 F) it Water Tap Size (Ord #759 E) Irrigation Size (Ord #759 E) Sewer Development Fees - (Ord #759 F) tJn Sewer Tap Size — ( 7 ) (Ord #759 F) *includes sewer inspection fee charge On & Off -Site Utilities Shown Page 2 or No or No $a, .3 a) Water Line Size/Routing Yes or No b) Sewer Line Size/Routing es or No c) Gas Line Size/Routing r--� d) Electric Line Routing (O.H. or Undgd.) Yes or No Grease Trap/Sample Well Shown? (Ch. 74 of Code of Ord) X es--e--�:�_ See Sample Well Detail Sheet for Installation (Note: Gray water to tie-in downstream of grease trap.) 7 VA Inspections Division Site Plan Checklist 1 U_I- , (Chapter 106 of the City's Code of Ordinances) Page 3 /q A`% Maximum Lot Coverage Confirmed? *es 0 fiver ct. 106-443, Table B (Commercial) and Sect. 106-522, Table B (Industrial) --7 Required Building Setbacks Adequate? Yes or No Sect. 106-443, Table B (Commercial) and Sect. 106-522, Table B (Industrial) O Front - Rear Side 106-871 thru 879) Parking Regulations: -_Sim�e (Sect. 106-835[a][c-4] and[d]) Regular-10'X18'; Accessible-14'X20'; Parallel-10'X22' Circulation Aisle - 28' (90-degree parking) 18' (60 & 45-degree) (T: 1106.1 Of 2003 Ed oflnt'l. Bldg. Code) Regular Vs. S:1CPShareNINSPECTION DIVISIONVnspec ionsUns Services Site Plan Cklist doc I1=1981b3E1it yryi9 911 Page is too large to OCR. %EXAS Ice Solutions 3419 Mercer St. Houston Texas, 77027 Ref: 1101 S. Broadway Mr. Ruiz, After an inspection of the jobsite and job file review it has come to our attention that there are several issues that must be resolved before proceeding with the project as noted below. l� 1) There is no mechanical permit for this project as required and noted on the building permit notes. �2) The water and sewer lines have not been installed as per the approved site plan. ✓3) There have been no inspections of the water and sewer lines. �4) The approved plans do not call for the building sewer to be pumped to the city main. 5) Approved plans note a'% inch per foot slope for the sewer line. (Unable to verify this water and sewer lines where bored under the existing paving, this was not authorized and not as per the approved plans to saw cut the existing / paving and properly bed the sewer line as per the approved engineered plans. v 8) Main sewer vent is installed on the exterior of the building. (See the approved plumbing drawings sheet P3 all DWV Piping must be installed on the inside of the building and must terminate a minimum of 6 Inches above the roof. ✓ 7) The light fixture installed under the canopy is not an approved fixture and does not comply with the approved plans. See engineered electrical plan sheet E1A and approved electrical specifications by the engineer. (� 8) All sides of the building are required to be of masonry this is to include the skirting. ✓ 9) As per the 2006 IBC section 1009.1 the minimum width of the stairway shall be 44 inches and a landing not less than the width of the stairway is required per section 1009.4 of the 2006 IBC. �10) Hand rails are required for the stairs per the 2006 IBC section 1009.10. �1) The engineered foundation anchor plans call for a minimum of 10 anchors and there only are 8 anchors installed. �12) Contractor is required to also screen the roof top condensing unit and ice bin. �13) FYI -Landscaping has not been installed as per the certified approved site plan as of this date. 14) Approved plans call for 2 backflow preventers, only one was noted during a site visit on 10/07/10 to evaluate the project. Backflow certifications are required to be provided to the inspector for all testable back flow preventers on a City of La Porte certification form. Mr. Ruiz please be advised that under no circumstances will the Kiosk be permitted to open to the public until items above have been addressed and the project has been completed as per the approved plans and pass the city final inspection. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 604 West Fairmont Parkway < La Porte, Texas 77671 • (281) 471-5020 • Fax (281) 470-5005 MEANS OF EGRESS Each door in a means of egress from a Group A or E occu- pancy having an occupant load of 50 or more and any Group H occupancy shall not be provided with a latch or lock unless it is panic hardware or fire exit hardware. Exception: A main exit of a Group A occupancy in com- pliance with Section 1008.1.8.3, Item 2. Electrical rooms with equipment rated 1,200 amperes or more and over 6 feet (1829 mm) wide that contain overcurrent devices, switching devices or control devices with exit access doors must be equipped with panic hard- ware and doors must swing in the direction of egress. If balanced doors are used and panic hardware is required, the panic hardware shall be the push -pad type and the pad shall not extend more then one-half the width of the door measured from the latch side. 1008.2 Gates. Gates serving the means of egress system shall comply with the requirements of this section. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. Exception: Horizontal sliding or swinging gates exceeding the 4-foot (1219 mm) maximum leaf width limitation are permitted in fences and walls surrounding a stadium. 1008.2.1 Stadiums. Panic hardware is not required on gates surrounding stadiums where such gates are under constant immediate supervision while the public is present, and where safe dispersal areas based on 3 square feet (0.28 ml) per occupant are located between the fence and enclosed space. Such required safe dispersal areas shall not be located less than 50 feet (15 240 mm) from the enclosed space. See Section 1024.6 for means of egress from safe dis- persal areas. 1008.3 Turnstiles. Turnstiles or similar devices that restrict travel to one direction shall not be placed so as to obstruct any required means of egress. Exception: Each turnstile or similar device shall be credited with no more than a 50-person capacity where all of the fol- lowing provisions are met: I. Each device shall turn free in the direction of egress travel when primary power is lost, and upon the man- ual release by an employee in the area. 2. Such devices are not given credit for more than 50 percent of the required egress capacity. 3. Each device is not more than 39 inches (991 mm) high. 4. Each device has at least 16.5 inches (419 mm) clear width at and below a height of 39 inches (991 mm) and at least 22 inches (559 mm) clear width at heights above 39 inches (991 mm). Where located as part of an accessible route, turnstiles shall have at least 36 inches (914 mm) clear at and below a height of 34 inches (864 mm), at least 32 inches (813 mm) clear width between 34 inches (864 mm) and 80 inches (2032 mm) and shall consist of a mechanism other than a revolving device. 1008.3.1 High turnstile. Turnstiles more than 39 inches (991 mm) high shall meet the requirements for revolving doors. 1008.3.2 Additional door. Where serving an occupant load greater than 300, each tumstile that is not portable shall have a side -hinged swinging door which conforms to Section 1008.1 within 50 feet (15 240 mm). SECTION 1009 STAIRWAYS 1009.1 Stairway width. The width of stairways shall be deter- mined as specified in Section 1005.1, but such width shall not be less than 44 inches (1118 mm). See Section 1007.3 for accessible means of egress stairways. Exceptions: 1. Stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches (914 mm). 2. Spiral stairways as provided for in Section 1009.8. 3. Aisle stairs complying with Section 1025. 4. Where an incline platform lift or stairway chairlift is installed on stairways serving occupancies in Group R-3, or within dwelling units in occupancies in Group R-2, a clear passage width not less than 20 inches (508 mm) shall be provided. If the seat and platform can be folded when not in use, the distance shall be measured from the folded position. 1009.2 Headroom. Stairways shall have a minimum head- room clearance of 80 inches (2032 mm) measured vertically from a line connecting the edge of the nosings. Such headroom shall be continuous above the stairway to the point where the line intersects the landing below, one tread depth beyond the bottom riser. The minimum clearance shall be maintained the full width of the stairway and landing. Exception: Spiral stairways complying with Section 1009.8 are permitted a 78-inch (1981 mm) headroom clear- ance. 1009.3 Stair treads and risers. Stair riser heights shall be 7 inches (178 mm) maximum and 4 inches (102 mm) minimum. Stair tread depths shall be I 1 inches (279 mm) minimum. The riser height shall be measured vertically between the leading edges of adjacent treads. The tread depth shall be measured horizontally between the vertical planes of the foremost projec- tion of adjacent treads and at a right angle to the tread's leading edge. Winder treads shall have a minimum tread depth of I I inches (279 mm) measured at a right angle to the tread's lead- ing edge at a point 12 inches (305 mm) from the side where the treads are narrower and a minimum tread depth of 10 inches (254 mm). Exceptions: 1. Alternating tread devices in accordance with Section 1009.9. 2. Spiral stairways in accordance with Section 1009.8. 212 2006 INTERNATIONAL BUILDING CODE° MEANS OF EGRESS 3. Aisle stairs in assembly seating areas where the stair pitch orslope is set, forsightline reasons, by theslope of the adjacent seating area in accordance with Sec- tion 1025.11.2. 4. In Group R-3 occupancies; within dwelling units in Group R-2 occupancies; and in Group U occupancies that are accessory to a Group R-3 occupancy or acces- sory to individual dwelling units in Group R-2 occu- pancies; the maximum riser height shall be 7.75 inches (197 mm); the minimum tread depth shall be 10 inches (254 mm); the minimum winder tread depth at the walk line shall be 10 inches (254 mm); and the minimum winder tread depth shall be 6 inches (152 mm). A nosing not less than 0.75 inch (19.1 mm) but not more than 1.25 inches (32 mm) shall be provided on stairways with solid risers where the tread depth is less than I 1 inches (279 mm). 5. Seethe Section 3403.4 for the replacement of existing stairways. 1009.3.1 Winder treads. Winder treads are not permitted in means of egress stairways except within a dwelling unit. Exceptions: 1. Curved stairways in accordance with Section 1009.7. 2. Spiral stairways in accordance with Section 1009.8. 1009.3.2 Dimensional uniformity. Star treads and risers shall be of uniform size and shape. The tolerance between the largest and smallest riser height or between the largest and smallest tread depth shall not exceed 0.375 inch (9.5 mm) in any flight of stairs. The greatest winder tread depth at the 12-inch (305 mm) walk line within any flight of stairs shall not exceed the smallest by more than 0.375 inch (9.5 mm) measured at a right angle to the tread's leading edge. Exceptions: I. Nonuniform riser dimensions of aisle stairs com- plying with Section 1025.11.2. 2. Consistently shaped winders, complying with Section 1009.3, differing from rectangular treads in the same stairway flight. Where the bottom or top riser adjoins a sloping public way, walkway or driveway having an established grade and serving as a landing, the bottom or top riser is permitted to be reduced along the slope to less than 4 inches (102 mm) in height, with the variation in height of the bottom or top riser not to exceed one unit vertical in 12 units horizontal (8-percent slope) of stairway width. The nosings or leading edges of treads at such nonuniform height risers shall have a distinctive marking stripe, different from any other nosing marking provided on the stair flight. The distinctive mark- ing stripe shall be visible in descent of the stair and shall have a slip -resistant surface. Marking stripes shall have a width of at least I inch (25 mm) but not more than 2 inches (51 mm). 1009.33 Profile. The radius of curvature at the leading edge of the tread shall be not greater than 0.5 inch (12.7 mm). Beveling of nosings shall not exceed 0.5 inch (12.7 mm). Risers shall be solid and vertical or sloped from the under- side of the leading edge of the tread above at an angle not more than 30 degrees (0.52 md) from the vertical. The lead- ing edge (nosings) of treads shall project not more than 1.25 inches (32 mm) beyond the tread below and all projections of the leading edges shall be of uniform size, including the leading edge of the floor at the top of a flight. Exceptions: I. Solid risers are not required for stairways that are not required to comply with Section 1007.3, pro- vided that the opening between treads does not permit the passage of a sphere with a diameter of 4 inches (102 mm). 2. Solid risers are not required for occupancies in Group I-3. 1009.4 Stairway landings. There shall be a floor or landing at the top and bottom of each stairway. The width of landings shall not be less than the width of stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. Such dimension need not exceed 48 inches (1219 mm) where the stairway has a straight run. Exceptions: 1. Aisle stairs complying with Section 1025. 2. Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches (178 mm) into a landing. 1009.5 Stairway construction. All stairways shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction. 1009.5.1 Stairway walking surface. The walking surface of treads and landings of a stairway shall not be sloped steeper than one unit vertical in 48 units horizontal (2-per- cent slope) in any direction. Stairway treads and landings shall have a solid surface. Finish floor surfaces shall be securely attached. Exception: In Group F, H and S occupancies, other than areas of parking structures accessible to the public, open- ings in treads and landings shall not be prohibited pro- vided a sphere with a diameter of 1.125 inches (29 mm) cannot pass through the opening. 1009.5.2 Outdoor conditions. Outdoor stairways and out- door approaches to stairways shall be designed so that water will not accumulate on walking surfaces.' 1009.53 Enclosures under stairways. The walls and soffits within enclosed usable spaces under enclosed and unen- closed stairways shall be protected by 1-hour fire -resis- tance -rated construction or the fire -resistance rating of the stairway enclosure, whichever is greater. Access to the 2006 INTERNATIONAL BUILDING CODE® 213 MEANS OF EGRESS enclosed space shall not be directly from within the stair enclosure. Exception: Spaces under stairways serving and con- tained within a single residential dwelling unit in Group R-2 or R-3 shall be permitted to be protected on the enclosed side with 0.5-inch (12.7 mm) gypsum board. There shall be no enclosed usable space under exterior exit stairways unless the space is completely enclosed in 1-hour fire -resistance -rated construction. The open space under exterior stairways shall not be used for any purpose. 1009.6 Vertical rise. A flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between floor levels or landings. Exception: Aisle stairs complying with Section 1025. 1009.7 Curved stairways. Curved stairways with winder treads shall have treads and risers in accordance with Section 1009.3 and the smallest radius shall not be less than twice the required width of the stairway. Exception: The radius restriction shall not apply to curved stairways foroccupancies in Group R-3 and within individ- ual dwelling units in occupancies in Group R-2. ~ 1009.8 Spiral stairways. Spiral stairways are permitted to be used as a component in the means of egress only within dwell- ing units or from a space not more than 250 square feet (23 ml) in area and serving not more than five occupants, or from gal- leries, catwalks and gridirons in accordance with Section 1015.6. A spiral stairway shall have a 7.5 inch (191 mm) minimum clear tread depth at a point 12 inches (305 mm) from the narrow edge. The risers shall be sufficient to provide a headroom of 78 inches (1981 mm) minimum, but riser height shall not be more than 9.5 inches (241 mm). The minimum stairway width shall be 26 inches (660 mm). 1009.9 Alternating tread devices. Alternating tread devices are limited to an element of a means of egress in buildings of Groups F, H and S from a mezzanine not more than 250 square feet (23 ml) in area and which serves not more than five occu- pants; in buildings of Group I-3 from a guard tower, observa- tion station or control room not more than 250 square feet (23 In') in area and for access to unoccupied roofs. 1009.9.1 Handrails of alternating tread devices. Hand- rails shall be provided on both sides of alternating tread devices and shall comply with Section 1012. 1009.9.2 Treads of alternating tread devices. Alternating tread devices shall have a minimum projected tread of 5 inches (127 mm), a minimum tread depth of 8.5 inches (216 mm), a minimum tread width of 7 inches (178 mm) and a maximum riser height of 9.5 inches (241 mm). The initial tread of the device shall begin at the same elevation as the platform, landing or floor surface. Exception: Alternating tread devices used as an element of a means of egress in buildings from a mezzanine area not more than 250 square feet (23 m2) in area which serves not more than five occupants shall have a mini- mum projected tread of 8.5 inches (216 mm) with a mini- mum tread depth of 10.5 inches (267 mm). The rise to the next alternating tread surface should not be more than 8 inches (203 mm). 1009.10 Handrails. Stairways shall have handrails on each side and shall comply with Section 1012. Where glass is used I to provide the handrail, the handrail shall also comply with Section 2407. Exceptions: 1. Aisle stairs complying with Section 1025 provided with a center handrail need not have additional hand- rails. 2. Stairways within dwelling units, spiral stairways and aisle stairs serving seating only on one side are per- mitted to have a handrail on one side only. 3. Decks, patios and walkways that have a single change in elevation where the landing depth on each side of the change of elevation is greater than what is required for a landing do not require handrails. 4. In Group R-3 occupancies, a change in elevation con- sisting of a single riser at an entrance or egress door does not require handrails. 5. Changes in room elevations of only one riser within dwelling units and sleeping units in Group R-2 and R-3 occupancies do not require handrails. 40 1009.11 Stairway to roof. In buildings located four or more stories in height above grade plane, one stairway shall extend to B the roof surface, unless the roof has a slope steeper than four units vertical in 12 units horizontal (33-percent slope). In buildings without an occupied roof, access to the roof from the top story shall be permitted to be by an alternating tread device. 1009.11.1 Roof access. Where a stairway is provided to a roof, access to the roof shall be provided through a pent- house complying with Section 1509.2. Exception: In buildings without an occupied roof, access to the roof shall be permitted to be a roof hatch or trap door not less than 16 square feet (1.5 m''-) in area and having a minimum dimension of 2 feet (610 mm). 1009.11.2 Protection at roof hatch openings. Where the roof hatch opening providing the required access is located within 10 feet (3049 mm) of the roof edge, such roof access or roof edge shall be protected by guards installed in accor- dance with the provisions of Section 1013. SECTION 1010 RAMPS 1010.1 Scope. The provisions of this section shall apply to ramps used as a component of a means of egress. Exceptions: I. Other than ramps that are part of the accessible routes providing access in accordance with Sections 1108.2 through 1108.2.3 and 1108.2.5, ramped aisles within assembly rooms or spaces shall conform with the pro- visions in Section 1025.11. 2. Curb ramps shall comply with ICC A117.1. 214 2006 INTERNATIONAL BUILDING CODED ..Cl a TYI ti City of La Porte 1 OF JOB ADDR ESS INSPECTION TYPE: DATE/O'.� THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN I y <hq1 F- /' ), • t CITY OF LA PORTE, TX R E P R I N T *** CUSTOMER RECEIPT *** Batch ID: LAPOLDL 11/24/10 10 Receipt no: 20576 Type SvcCd Description Amount RE REINSPECTION FEE Qty 1.00 $35.00 1101 S BROADWAY Trans number: 2156822 LICENSES AND PERMIT 00100004062100 POOLED CASH / POOLE 00100001010100 AQUEDUCT PLUMBING CO LLC 14803 WISTERIA RUN CT HOUSTON TX 77062 Tender detail CK Ref#: 1267 $35.00 Total tendered: $35.00 Total payment: $35.00 Trans date: 11/24/10 Time: 10:30:26 THANK YOU FOR YOUR PROMPT PAYMENT I-- ___ j . / f4L . . _: . .: j ArJ . _ wi : CQZ& JJ/ L1a City of La Porte OF THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted St v/NI OVA- M / / 4Jn1C2jk (J Aya( .Q C& CASs 3 A 24LZ;jSOtcr%e�l F• rA0rc P(N.ti6 • Co..rTmr, It is unlawful for any Carpenter, Contractor, Builder, or.; other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until . the proper inspector has had ample time to approve the installation. )j i After additions or corrections have been made, call 281-470-5130 For additional information call 281-470-5073. PRESS HARD -USE BALL POINT PEN CITY OF LA PORTE, T% *** CUSTOMER RECEIPT *** Batch ID: LAPOKAG 12/06/10 70 Receipt no: 24831 Type SvcCd Description Amount RE REINSPECTION FEE Qty 1.00 $35.00 1101 S BROADWAY STE A Trans number: 2161747 LICENSES AND PERMIT 00100004062100 POOLED CASH / POOLE 00100001010100 AQUEDUCT PLUMBING WILLIAM BROWN Tender detail OP CREDIT CARD $35.00 Total tendered: $35.00 Total payment: $35.00 Trans date: 12/06/10 Time: 10:38:36 THANK YOU FOR YOUR PROMPT PAYMENT 'S -7 -1 3;a AIM ( _ Z / -L 0 n r-� i r City of La Porte OF JOBADDRESS//D/ p INSPECTION TYPE: (( •.•E DATEI THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted Ad -Ajor Z' J srS D! fGt, I It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN City of La Porte OF ' JOB ADDRESS INSPECTION TYPE: 40 6 J aLn -6u DATE) THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made _ before the job will be accepted 4,14 01207- m A, T / .(16s7- S , F 4 It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN CITY OF LA PORTE, TX *** CUSTOMER RECEIPT *** Batch ID:,.LAPOVFL 12/08/10 01 Receipt no: 26015 Type SvcCd Description Amount RE REINSPECTION FEE Qty 1.00 $35.00 1101 SO BROADWAY ST. Trans number: 2163034 LICENSES AND PERMIT 00100004062100 POOLED CASH / POOLE 00100001010100 Tender detail CK Ref#: 1177 $35.00 Total tendered: $35.00 Total payment: $35.00 Trans date: 12/08/10 Time: 7:06:24 THANK YOU FOR YOUR PROMPT PAYMENT Wind Load Capacity Calculations and Building Elevations for the Wrap -Around Awning on Ice House America Units for Laporte, Texas Locations For Ice Solutions 3419 Mercer Street Houston, Texas 77027 and Ice House America 13361 Atlantic Blvd. Jacksonville, Florida 32225 March 2011 i March Adams & Associates, Inc. 310 Dodds Avenue Chattanooga, Tennessee 37404 Job # 11-138 City of La Porte 01 'OF JOBADDRESS INSPECTION TYPE:. (' DATE/// dY/L ) THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job will be accepted 15�� .u�o ivjr c"v,<<4ci;--9 r211.11 W5(> 1,F` v. ,,, f A All ��zo It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. After additions or corrections have been made, call 281-470-5130 For additional information call 281-470-5073. PRESS HARD - USE BALL POINT PEN A 18 ICE MAKER V � / I � � 1✓ � Ii� � II � WOOD, METAL OR MASONRY TAIRS W/HANDRAILS AS REQ'D BY CODE (BY OTHERS, NOT BY IHA) 24'-0" SIDE VIEW FABRIC COVERED CANOPY OVER METAL r CONDEI 4"x8" STEEL TUBE AND 8"xl6" MASONRY PIERS COVERED BY MATCHING WHITE BASE SKIRT �, MAR 2 9 20JI ;, BACK VIEW NOTES: 1. THE AWNING MATERIAL SHALL BE FLAME RESISTANT IN ACCORDANCE WITH NFPA 701 2. THE AWNING MATERIAL WILL BE FABRICATED FOR QUICK REMOVAL PRIOR TO THE ARRIVAL OF WINDS IN EXCESS OF 75 MPH =m P .• o sy as CONDENSER L-lN Un>�gbs E oo WA o A N I W UFa 0 N O n - �nD N n I �mao nm� z--Iio z o c� u N 11 MAKER INSULATED PANELS VHITE METAL COVER 4"x8" STEEL TUBE AND 8%16" MASONRY PIERS COVERED BY MATCHING WHITE BASE SKIRT 24'-0" SIDE VIEW FABRIC COVERED OVER METAL FRP BAG ICE ICE � CONT. "Z° TRIM N t, MAR 2 9 2011 [� CANOPY kyl FRONT VIEW NOTES: 1. THE AWNING MATERIAL SHALL BE FLAME RESISTANT IN ACCORDANCE WITH NFPA 701 2. THE AWNING MATERIAL WILL BE FABRICATED FOR QUICK REMOVAL PRIOR TO THE ARRIVAL OF WINDS IN EXCESS OF 75 MPH MONEY BOX & CONTOLLER Menager, Dwayne From: Ren Ruiz [renjed@gmail.comj Sent: Friday, May 13, 2011 9:18 AM To: Menager, Dwayne; Huber, Mark Cc: Robert Covington Subject: 1101 S Broadway Ice Machine - Update Attachments: Site Plan with Stair Detail.pdf; Stair Detail - 1101 S Broadway228.pdf Dwayne/Mark, I just wanted to let you know that we I called in for a stair inspection for the concrete stairs that we are putting in. We will be installing concrete stairs thaf are reinforced with rebar and anchored with rebar to the concrete parking lot. The inspection is for the form of the stairs and also the rebar as well. The guy will also replace the sunked concrete patch as well. Here is an update of what we've done so far in reference to the letter Dwayne Menager gave us back a few months ago. 1. My HVAC Contractor, Bemard Clark, is working on his registration with you guys and he should be done within the next week. 2. The Sewer Line has been completed and inspected. I believe my plumber has his final completed already. 3. Please refer to #2. 4. Please refer to #2. 5. Please refer to #2. 6. Please refer to #2. 7. The light fixture has been replaced. 8. The building has now been stuccoed. 9. Stairs form will be done today and inspection is called in for this afternoon and if inspection passes, we will be pouring tomorrow morning. 10. Handrails will be installed after stair is complete. 11. Anchors have been added to meet the plan requirements of 10. 12. Awning has been installed. 13. Landscaping will be installed today. 2 Trees and 4 shrubs will be planted at site plan location. 14. The 2 backflow preventors are installed. One at the water meter and one at the machine. Ren Ruiz Covington Builders Ice Solutions 3419 Mercer St. Houston, TX 77027 Office - 713-668-9157 Mobile - 713-855-8288 Fax - 713-839-7072 GALVESIM 1" BAx VI�INRN WNW rv5 KEY GENE 590 c ZCNMG (GC) GwwN cW MEfiICk PNwI IWIE ICE SOLIRILYiS gOSI( 0"ER Gwuw/ �Gruw.: Ea oomE FEEAY uc mllx®�in aawa ulam LLl1YEY0II1H1�3C1�1 NDIIO.n �o wnr. uc EAST FAIRMONT PARKWAY (100' R.O.W) I ppuL� �r I � G w c�xrxc SIT4" � K O I m m O „ I r` IIhI � ea.m a�vm+r II v w.e m awn it ,I .E "'lll OmK I REET (NOT PAVED_ 60 Y F 3 v I UI CC Q 1- 2 ak QW ; F i=r ~ t z� 1 - - - - Handrail Notes 'sr�n� �A KNim m.Eiewr�.nwrs oW�i/�' ! mnc me .o a xo s.wr w x l T. ' �� wouorrorAnn mwi mm was°`, n cwmm.w.. rur x..xo•®, rAxr. nmw .au iHrt 1., .1 rrna _ :.iwo z« a .ra a nn rmma EXISTING ICE MACHINE STAIRS 5'- 0" WIDE RAIL BOTH SIDES cv 3'-O" 5'-3" P Il(" I.. n /ram/ � � ( 11 City of La Porte Established 1892 /b/12//� Ice Solutions 3419 Mercer St. Houston Texas, 77027 Ref: 1101 S. Broadway Mr. Ruiz, After an inspection of the jobsite and job file review it has come to our attention that there are several issues that must be resolved before proceeding with the project as noted below. 1) There is no mechanical permit for this project as required and noted on the building permit notes. 2) The water and sewer lines have not been installed as per the approved site plan. 3) There have been no inspections of the water and sewer lines. 4) The approved plans do, not call for the building sewer to be pumped to the city main. 5) Approved plans note a %r Jnch per foot slope for the sewer line. (Unable to verify this water and sewer lines where bored under the existing paving, this was not authorized and not as per the approved plans to saw cut the existing paving and properly bed the sewer line as per the approved engineered plans. 6) Main sewer vent is installed on the exterior of the building. (See the approved plumbing drawings sheet P3 all DWV Piping must be installed on the inside of the building and must terminate a minimum of 6 Inches above the roof. 7) The light fixture installed under the canopy is not an approved fixture and does not comply with the approved plans. See engineered electrical plan sheet E1A and approved electrical specifications by the engineer. 8) All sides of the building are required to be of masonry this is to include the skirting. 9) As per the 2006 IBC section 1009.1 the minimum width of the stairway shall be 44 inches and a landing not less than the width of the stairway is required per section 1009.4 of the 2006 IBC. 10) Hand rails are required for the stairs per the 2006 IBC section 1009.10. 11) The engineered foundation anchor plans call for a minimum of 10 anchors and there only are 8 anchors installed. 12) Contractor is required to also screen the roof top condensing unit and ice bin. 13) FYI -Landscaping has not been installed as per the certified approved site plan as of this date. 14) Approved plans call for 2 backflow preventers, only one was noted during a site visit on 10/07/10 to evaluate the project. Backflow certifications are required to be provided to the inspector for all testable back flow preventers on a City of La Porte certification form. Mr. Ruiz please be advised that under no circumstances will the Kiosk be permitted to open to the public until items above have been addressed and the project has been completed as per the approved plans and pass the city final inspection. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 604 West Fairmont Parkway • La Porte, Texas 77571 • (281) 471-5020'o Fax (281) 470-5005 MEANS OF EGRESS Each door in a means of egress from a Group A or E occu- pancy having an occupant load of 50 or more and any Group H occupancy shall not be provided with a latch or lock unless it is panic hardware or fire exit hardware. Exception: A main exit of a Group A occupancy in com- pliance with Section 1008.1.8.3, Item 2. Electrical rooms with equipment rated 1,200 amperes or more and over 6 feet (1829 rum) wide that contain overcurrent devices, switching devices or control devices with exit access doors must be equipped with panic hard- ware and doors must swing in the direction of egress. If balanced doors are used and panic hardware is required, the panic hardware shall be the push -pad type and the pad shall not extend more then one-half the width of the door measured from the latch side. 1008.2 Gates. Gates serving the means of egress system shall comply with the requirements of this section. Gates used as a component in ameans of egress shall conform to the applicable requirements for doors. Exception: Horizontal sliding or swinging gates exceeding the 4-foot (1219 mm) maximum leaf width limitation are permitted in fences and walls surrounding a stadium. 1008.2.1 Stadiums. Panic hardware is not required on gates surrounding stadiums where such gates are under constant immediate supervision while the public is present, and where safe dispersal areas based on 3 square feet (0.28 m2) per occupant are located between the fence and enclosed space. Such required safe dispersal areas shall not be located less than 50 feet (15 240 mm) from the enclosed space. See Section 1024.6 for means of egress from safe dis- persal areas. 1008.3 Turnstiles. Turnstiles or similar devices that restrict travel to one direction shall not be placed so as to obstruct any required means of egress. Exception: Each turnstile or similar device shall be credited with no more than a 50-person capacity where all of the fol- lowing provisions are met: 1. Each device shall turn free in the direction of egress travel when primary power is lost, and upon the man- ual release by an employee in the area. 2. Such devices are not given credit for more than 50 percent of the required egress capacity. 3. Each device is not more than 39 inches (991 mm) high. 4. Each device has at least 16.5 inches (419 mm) clear width at and below a height of 39 inches (991 min) and at least 22 inches (559 mm) clear width at heights above 39 inches (991 mm). Where located as part of an accessible route, turnstiles shall have at least 36 inches (914 mm) clear at and below a height of 34 inches (864 mm), at least 32 inches (813 mm) clear width between 34 inches (864 mm) and 80 inches (2032 mm) and shall consist of a mechanism other than a revolving device. 1008.3.1 High turnstile. Turnstiles more than 39 inches (991 mm) high shall meet the requirements for revolving doors. 1008.3.2 Additional door. Where serving an occupant load greater than 300, each turnstile that is not portable shall have a side -hinged swinging door which conforms to Section 1008.1 within 50 feet (15 240 rum). SECTION 1009 STAIRWAYS - 1009.1 Stairway width. The width of stairways shall be deter- mined as specified in Section 1005.1, but such width shall not be less than 44 inches (1118 mm). See Section 1007.3 for accessible means of egress stairways. Exceptions: 1. Stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches (914 mm). 2. Spiral stairways as provided for in Section 1009.8 3. Aisle stairs complying with Section 1025 4. Where an incline platform lift or stairway chairlift is installed on stairways serving occupancies in Group R-3, or within dwelling units in occupancies in Group R-2, a clearpassage width not less than 20 inches (508 mm) shall be provided. If the seat and platform can be folded when not in use, the distance shall be measured from the folded position. 1009.2 Headroom. Stairways shall have a minimum head- room clearance of 80 inches (2032 mm) measured vertically from a line connecting the edge of the nosings. Such headroom shall be continuous above the stairway to the point where the line intersects the landing below, one tread depth beyond the bottom riser. The minimum clearance shall be maintained the full width of the stairway and landing. Exception: Spiral stairways complying with Section 1009.8 are permitted a 78-inch (1981 mm) headroom clear- ance. 1009.3 Stair treads and risers. Stair riser heights shall be 7 inches (178 mm) maximum and 4 inches (102 min) minimum. Stair tread depths shall be 11 inches (279 mm) minimum. The riser height shall be measured vertically between the leading edges of adjacent treads. The tread depth shall be measured horizontally between the vertical planes of the foremost projec- tion of adjacent treads and at a right angle to the tread's leading edge. Winder treads shall have a minimum tread depth of 11 inches (279 mm) measured at a right angle to the tread's lead- ing edge at a point 12 inches (305 rum) from the side where the treads are narrower and a minimum tread depth of 10 inches (254 mm). Exceptions: 1. Alternating tread devices in accordance with Section 1009.9. 2. Spiral stairways in accordance with Section 1009.8. 212 2006 INTERNATIONAL BUILDING CODE® IN MEANS OF EGRESS 3. Aisle stairs in assembly seating areas where the stair pitch or slope is set, for sightline reasons, by the slope of the adjacent seating area in accordance with Sec- tion 1025.11.2. 4. In Group R-3 occupancies; within dwelling units in Group R-2 occupancies; and in Group U occupancies that are accessory to a Group R-3 occupancy or acces- sory to individual dwelling units in Group R-2 occu- pancies; the maximum riser height shall be 7.75 inches (197 mm); the minimum tread depth shall be 10 inches (254 mm); the minimum winder tread depth at the walk line shall be 10 inches (254 mm); and the minimum winder tread depth shall be 6 inches (152 ram). A nosing not less than 0.75 inch (19.1 mm) but not more than 1.25 inches (32 mm) shall be provided on stairways with solid risers where the tread depth is less than 11 inches (279 min). 5. Seethe Section 3403.4 for the replacement of existing stairways. 10093.1 Winder treads. Winder treads are not permitted in means of egress stairways except within a dwelling unit. Exceptions: 1. Curved stairways in accordance with Section 1009.7. 2. Spiral stairways in accordance with Section 1009.8. 1009.3.2 Dimensional uniformity. Stair treads and risers shall be of uniform size and shape. The tolerance between the largest and smallest riser height or between the largest and smallest tread depth shall not exceed 0.375 inch (9.5 mm) in any flight of stairs. The greatest winder tread depth at the 12-inch (305 mm) walk line within any flight of stairs shall not exceed the smallest by more than 0.375 inch (9.5 mm) measured at a right angle to the tread's leading edge. Exceptions: 1. Nonuniform riser dimensions of aisle stairs com- plying with Section 1025.11.2. 2. Consistently shaped winders, complying with Section 1009.3, differing from rectangular treads in the same stairway flight Where the bottom or top riser adjoins a sloping public way, walkway or driveway having an established grade and serving as a landing, the bottom or top riser is permitted to be reduced along the slope to less than 4 inches (102 mm) in height, with the variation in height of the bottom or top riser not to exceed one unit vertical in 12 units horizontal (8-percent slope) of stairway width. The nosings or leading edges of treads at such nonuniform height risers shall have a distinctive marking stripe, different from any other nosing marking provided on the stair flight. The distinctive mark- ing stripe shall be visible in descent of the stair and shall have a slip -resistant surface. Marking stripes shall have a width of at least 1 inch (25 mm) but not more than 2 inches (51 mm). 1009.3.3 Proflle. The radius of curvature atthe leading edge of the tread shall be not greater than 0.5 inch (12.7 mm). Beveling of nosings shall not exceed 0.5 inch (12.7 mm). Risers shall be solid and vertical or sloped from the under- side of the leading edge of the tread above at an angle not more than 30 degrees (0.52 rad) from the vertical. The lead- ing edge (nosings) of treads shall project not more than 1.25 inches (32 min) beyond the tread below and all projections of the leading edges shall be of uniform size, including the leading edge of the floor at the top of a flight. Exceptions: 1. Solid risers are not required for stairways that are not required to comply with Section 1007.3, pro- vided that the opening between treads does not permit the passage of a sphere with a diameter of 4 inches (102 tutu). 2. Solid risers are not required for occupancies in Group I-3. 1009.4 Stairway landings. There shall be a floor or landing at the top and bottom of each stairway. The width of landings shall not be less than the width of stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. Such dimension need not exceed 48 inches (1219 ram) where the stairway has a straight run. Exceptions: 1. Aisle stairs complying with Section 1025. 2. Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches (178 mm) into a landing. 1009.5 Stairway construction. All stairways shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction. 1009.3.1 Stairway walldng surface. The walking surface of treads and landings of a stairway shall not be sloped steeper than. one unit vertical in 48 units horizontal (2-per- cent slope) in any direction. Stairway treads and landings shall have a solid surface. Finish floor surfaces shall be securely attached. Exception: In Group F, H and S occupancies, other than areas of parking structures accessible to the public, open- ings in treads and landings shall not be prohibited pro- vided a sphere with a diameter of 1.125 inches (29 mm) cannot pass through the opening. 1009.5.2 Outdoor conditions. Outdoor stairways and out- door approaches to stairways shall be designed so that water will not accumulate on walking surfaces. 1009.5.3 Enclosures under stairways. The walls and soffits within enclosed usable spaces under enclosed and unen- closed stairways shall be protected by 1-hour fire -resis- tance -rated construction or the fire -resistance rating of the stairway enclosure, whichever is greater. Access to the 2006 INTERNATIONAL BUILDING CODE° 213 MEANS OF EGRESS enclosed space shall not be directly from within the stair enclosure. Exception: Spaces under stairways serving and con- tained within a single residential dwelling unit in Group R-2 or R-3 shall be permitted to be protected on the enclosed side with 0.5-inch (12.7 mm) gypsum board. There shall be no enclosed usable space under exterior exit stairways unless the space is completely enclosed in 1-hour fire -resistance -rated construction. The open space under exterior stairways shall not be used for any purpose. 1009.6 Vertical rise. A flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between floor levels or landings. Exception: Aisle stairs complying with Section 1025. 1009.7 Curved stairways. Curved stairways with winder treads shall have treads and risers in accordance with Section 1009.3 and the smallest radius shall not be less than twice the required width of the stairway. Exception: The radius restriction shall not apply to curved stairways for occupancies in Group R-3 and within individ- ual dwelling units in occupancies in Group R-2. 1009.8 Spiral stairways. Spiral stairways are permitted to be used as a component in the means of egress only within dwell- ing units or from a space not more than 250 square feet (23 m2) in area and serving not more than five occupants, or from gal- leries, catwalks and gridirons in accordance with Section 1015.6. A spiral stairway shall have a 7.5 inch (191 mm) minimum cleartread depth at a point 12 inches (305 mm) from the narrow edge. The risers shall be sufficient to provide a headroom of 78 inches (1981 mm) minimum, but riser height shall not be more than 9.5 inches (241 mm). The minimum stairway width shall be 26 inches (660 mm). 1009.9 Alternating tread devices. Alternating tread devices are limited to an element of a means of egress in buildings of Groups F, H and S from a mezzanine not more than 250 square feet (23 m2) in area and which serves not more than five occu- pants; in buildings of Group I-3 from a guard tower, observa- tion station or control room not more than 250 square feet (23 m2) in area and for access to unoccupied roofs. 1009.9.1 Handrails of alternating tread devices. Hand- rails shall be provided on both sides of alternating tread devices and shall comply with Section 1012. 1009.9.2 Treads of alternating tread devices. Alternating tread devices shall have a minimum projected tread of 5 inches (127 nun), a minimum tread depth of 8.5 inches (216 mm), a minimum tread width of 7 inches (178 mm) and a maximum riser height of 9.5 inches (241 mm). The initial tread of the device shall begin at the same elevation as the platform, landing or floor surface. Exception: Alternating tread devices used as an element of a means of egress in buildings from a mezzanine area not more than 250 square feet (23 m2) in area which serves not more than five occupants shall have a mini- mum projected tread of 8.5 inches (216 mm) with a mini- 1009.11 Stairway to roof. In buildings located four or more stories in height above grade plane, one stairway shall extend to the roof surface, unless the roof has a slope steeper than four units vertical in 12 units horizontal (33-percent slope). In buildings without an occupied roof, access to the roof from the top story shall be permitted to be by an alternating tread device. 1009.11.1 Roof access. Where a stairway is provided to a roof, access to the roof shall be provided through a pent- house complying with Section 1509.2. Exception: In buildings without an occupied roof, access to the roof shall be permitted to be a roof hatch or trap door not less than 16 square feet (1.5 m'-) in area and having a minimum dimension of 2 feet (610 mm). 1009.11.2 Protection at roof hatch openings. Where the roof hatch opening providing the required access is located within 10 feet (3049 mm) of the roof edge, such roof access or roof edge shall be protected by guards installed in accor- dance with the provisions of Section 1013. SECTION 1010 RAMPS 1010.1 Scope. The provisions of this section shall apply to ramps used as a component of a means of egress. Exceptions: 1. Other than ramps that are part of the accessible routes providing access in accordance with Sections 1108,2 through 1108.2.3 and 1108.2.5, ramped aisles within assembly rooms or spaces shall conform with the pro- visions in Section 1025.11. 2. Curb ramps shall comply with ICC A117.1. mum tread depth of 10.5 inches (267 mm). The rise to the next alternating tread surface should not be more than 8 inches (203 mm). 1009.10 Handrails. Stairways shall have handrails on each side and shall comply with Section 1012. Where glass is used to provide the handrail, the handrail shall also comply with Section 2407. Exceptions: 1. Aisle stairs complying with Section 1025 provided with a center handrail need not have additional hand- rails. 2. Stairways within dwelling units, spiral stairways and aisle stairs serving seating only on one side are per- mitted to have a handrail on one side only. 3. Decks, patios and walkways thathave asingle change in elevation where the landing depth on each side of the change of elevation is greater than what is required for a landing do not require handrails. 4. In Group R-3 occupancies, a change in elevation con- sisting of a single riser at an entrance or egress door does not require handrails. 5. Changes in room elevations of only one riser within dwelling units and sleeping units in Group R-2 and R-3 occupancies do not require handrails. tla 214 2006 INTERNATIONAL BUILDING CODE �1- - - • � ..� � ' _ � - GPLVCST W S B« VIQINRY m" rs +tt .ua� sao c tor.wc (cc) ux[E Ca.[xCxuL OCKLWYCxI x CL saUll,q OMKN/ CIVCI(mmCIR: Le Poff[, M,YI LlC L�llimbLttN 4[R.1 �N M Vi 1 Zo EAST FAIRMONT PARKWAY (100. R.O.W.) �r r w I� � W K iR�icuR S U1 [.S mi 1j Ix• 3i I ; O mna a � wwsm O. � O I m✓ I I ma 9aTa [ioc�<R•n. � ON I ' ,1- m�d .z I I smsvrt Ali sl- R a.. I nY e - — — =K—STREET (NOT PAVED),_ _ I 60 R.O.W I op __ aw[r�+[r eewen B2OON'J r 3 (YJ N o Ej F S � Cf Q yyy 2� AQ mP. ee F g �q 1 - - - - Handrail Notes cavmm. [an x.m ,.a xo, w •KCm0.0 .0 M w,l.,[ M10p /AMKL .. ,a 4R w �>m1 M nma =r A' n FFF s ,-- F UTY COPY City of La Porte Established 1892 Ice Solutions 3419 Mercer St. Houston Texas, 77027 Ref: 1101 S. Broadway Mr. Ruiz, After an inspection of the jobsite and job file review it has come to our attention that there are several issues that must be resolved before proceeding with the project as noted below. 1) There is no mechanical permit for this project as required and noted on the building permit notes. 2) The water and sewer lines have not been installed as per the approved site plan. 3) There have been no inspections of the water and sewer lines. 4) The approved plans do not call for the building sewer to be pumped to the city main. 5) Approved plans note a % inch per foot slope for the sewer line. (Unable to verify this water and sewer lines where bored under the existing paving, this was not authorized and not as per the approved plans to saw cut the existing paving and properly bed the sewer line as per the approved engineered plans. 6) Main sewer vent is installed on the exterior of the building. (See the approved plumbing drawings sheet P3 all DWV Piping must be installed on the inside of the building and must terminate a minimum of 6 Inches above the roof. 7) The light fixture installed under the canopy is not an approved fixture and does not comply with the approved plans. See engineered electrical plan sheet E1A and approved electrical specifications by the engineer. 8) All sides of the building are required to be of masonry this is to include the skirting. 9) As per the 2006 IBC section 1009.1 the minimum width of the stairway shall be 44 inches and a landing not less than the width of the stairway is required per section 1009.4 of the 2006 IBC. 10) Hand rails are required for the stairs per the 2006 IBC section 1009.10. 11) The engineered foundation anchor plans call for a minimum of 10 anchors and there only are 8 anchors installed. 12) Contractor is required to also screen the roof top condensing unit and ice bin. 13) FYI -Landscaping has not been installed as per the certified approved site plan as of this date. 14) Approved plans call for 2 backflow preventers, only one was noted during a site visit on 10/07/10 to evaluate the project. Backflow certifications are required to be provided to the inspector for all testable back flow preventers on a City of La Porte certification form. Mr. Ruiz please be advised that under no circumstances will the Kiosk be permitted to open to the public until items above have been addressed and the project has been completed as per the approved plans and pass the city final inspection. Respectfully, Dwayne Menager Chief Inspector City of La Porte Inspections Division 281-470-5070 604 West Fairmont Parkway • La Porte, Texas 77571 • (281) 471-5020 • Fax (281) 470-5005 MEANS OF EGRESS Each door in a means of egress from a Group A or E occu- pancy having an occupant load of 50 or more and any Group H occupancy shall not be provided with a latch or lock unless it is panic hardware or fire exit hardware. Exception: Amain exit of a Group A occupancy in com- pliance with Section 1008.1.8.3, Item 2. Electrical rooms with equipment rated 1,200 amperes or more and over 6 feet (1829 mm) wide that contain overcurrent devices, switching devices or control devices with exit access doors must be equipped with panic hard- ware and doors must swing in the direction of egress. If balanced doors are used and panic hardware is required, the panic hardware shall be the push -pad type and the pad shall not extend more then one-half the width of the door measured from the latch side. 1008.2 Gates. Gates serving the means of egress system shall comply with the requirements of this section. Gates used as a component in a means of egress shall conform to the applicable requirements for doors. Exception: Horizontal sliding or swinging gates exceeding the 4-foot (1219 mm) maximum leaf width limitation are permitted in fences and walls surrounding a stadium. 1008.2.1 Stadiums. Panic hardware is not required on gates surrounding stadiums where such gates are under constant immediate supervision while the public is present, and where safe dispersal areas based on 3 square feet (Ull In') per occupant are located between the fence and enclosed space. Such required safe dispersal areas shall not be located less than 50 feet (15 240 mm) from the enclosed space. See Section 1024.6 for means of egress from safe dis- persal areas. 1008.3 Turnstiles. Turnstiles or similar devices that restrict travel to one direction shall not be placed so as to obstruct any required means of egress. Exception: Each turnstile or similar device shall be credited with no more than a 50-person capacity where all of the fol- lowing provisions are met: 1. Each device shall turn free in the direction of egress travel when primary power is lost, and upon the man- ual release by an employee in the area. 2. Such devices are not given credit for more than 50 percent of the required egress capacity. 3. Each device is not more than 39 inches (991 mm) high. 4. Each device has at least 16.5 inches (419 mm) clear width at and below a height of 39 inches (991 mm) and at least 22 inches (559 mm) clear width at heights above 39 inches (991 mm). Where located as part of an accessible route, turnstiles shall have at least 36 inches (914 mm) clear at and below a height of 34 inches (864 mm), at least 32 inches (813 mm) clear width between 34 inches (864 mm) and 80 inches (2032 mm) and shall consist of a mechanism other than a revolving device. 1008.3.1 High turnstile. 'Turnstiles more than 39 inches (991 mm) high shall meet the requirements for revolving doors. 1008.3.2 Additional door. Where serving an occupant load greater than 300, each turnstile that is not portable shall have a side -hinged swinging door which conforms to Section 1008.1 within 50 feet (15 240 mm). SECTION 1009 STAIRWAYS 1009.1 Stairway width. The width of stairways shall be deter- mined as specified in Section 1005.1, but such width shall not be less than 44 inches (I I18 mm). See Section 1007.3 for accessible means of egress stairways. Exceptions: I. Stairways serving an occupant load of less than 50 shall have a width of not less than 36 inches (914 mm). 2. Spiral stairways as provided for in Section 1009.8. 3. Aisle stairs complying with Section 1025. 4. Where an incline platform lift or stairway chairlift is installed on stairways serving occupancies in Group R-3, or within dwelling units in occupancies in Group R-2, a clear passage width not less than 20 inches (508 mm) shall be provided. If the seat and platform can be folded when not in use, the distance shall be measured from the folded position. 1009.2 Headroom. Stairways shall have a minimum head- room clearance of 80 inches (2032 mm) measured vertically from a line connecting the edge of the nosings. Such headroom shall be continuous above the stairway to the point where the line intersects the landing below, one tread depth beyond the bottom riser. The minimum clearance shall be maintained the full width of the stairway and landing. Exception: Spiral stairways complying with Section 1009.8 are permitted a 78-inch (1981 mm) headroom clear- ance. 1009.3 Stair treads and risers. Stair riser heights shall be 7 inches (178 mm) maximum and 4 inches (102 mm) minimum. Stair tread depths shall be I 1 inches (279 mm) minimum. The riser height shall be measured vertically between the leading edges of adjacent treads. The tread depth shall be measured horizontally between the vertical planes of the foremost projec- tion of adjacent treads and at a right angle to the tread's leading edge. Winder treads shall have a minimum tread depth of 1 I inches (279 mm) measured at a right angle to the tread's lead- ing edge at a point 12 inches (305 mm) from the side where the treads are narrower and a minimum tread depth of 10 inches (254 mm). Exceptions: 1. Alternating tread devices in accordance with Section 1009.9. . 2. Spiral stairways in accordance with Section 1009.8. 212 2006 INTERNATIONAL BUILDING CODE' MEANS OF EGRESS 3. Aisle stairs in assembly seating areas where the stair pitch or slope is set, for sightline reasons, by the slope of the adjacent seating area in accordance with Sec- tion 1025.11.2. 4. In Group R-3 occupancies; within dwelling units in Group R-2 occupancies; and in Group U occupancies that are accessory to a Group R-3 occupancy or acces- sory to individual dwelling units in Group R-2 occu- pancies; the maximum riser height shall be 7.75 inches (197 mm); the minimum tread depth shall be 10 inches (254 ram); the minimum winder tread depth at the walk line shall be 10 inches (254 mm); and the minimum winder tread depth shall be 6 inches (152 mm). A nosing not less than 0.75 inch (19.1 mm) but not more than 1.25 inches (32 mm) shall be provided on stairways with solid risers where the tread depth is less than 1 I inches (279 mm). 5. Seethe Section 3403.4 for the replacement of existing stairways. 10093.1 Winder treads. Winder treads are not permitted in means of egress stairways except within a dwelling unit. Exceptions: 1. Curved stairways in accordance with Section 1009.7. 2. Spiral stairways in accordance with Section 1009.8. 1009.3.2 Dimensional uniformity. Stair treads and risers shall be of uniform size and shape. The tolerance between the largest and smallest riser height or between the largest and smallest tread depth shall not exceed 0.375 inch (9.5 mm) in any flight of stairs. The greatest winder tread depth at the 12-inch (305 mm) walk line within any flight of stairs shall not exceed the smallest by more than 0.375 inch (9.5 ram) measured at a right angle to the tread's leading edge. Exceptions: 1. Nonuniform riser dimensions of aisle stairs com- plying with Section 1025.11.2. 2. Consistently shaped winders, complying with Section 1009.3, differing from rectangular treads in the same stairway flight. Where the bottom or top riser adjoins a sloping public way, walkway or driveway having an established grade and serving as a landing, the bottom or top riser is permitted to be reduced along the slope to less than 4 inches (102 mm) in height, with the variation in height of the bottom or top riser not to exceed one unit vertical in 12 units horizontal (8-percent slope) of stairway width. The nosings or leading edges of treads at such nonuniform height risers shall have a distinctive marking stripe, different from any other nosing marking provided on the stair flight. The distinctive mark- ing stripe shall be visible in descent of the stair and shall have a slip -resistant surface. Marking stripes shall have a width of at least l inch (25 mm) but not more than 2 inches (51 mm). 1009.33 Profile. The radius of curvature at the leading edge of the tread shall be not greater than 0.5 inch (12.7 mm). Beveling of nosings shall not exceed 0.5 inch (12.7 mm). Risers shall be solid and vertical or sloped from the under- side of the leading edge of the tread above at an angle not more than 30 degrees (0.52 rad) from the vertical. The lead- ing edge (nosings) of treads shall project not more than 1.25 inches (32 mm) beyond the tread below and all projections of the leading edges shall be of uniform size, including the leading edge of the floor at the top of a flight. Exceptions: 1. Solid risers are not required for stairways that are not required to comply with Section 1007.3, pro- vided that the opening between treads does not permit the passage of a sphere with a diameter of 4 inches (102 mm). 2. Solid risers are not required for occupancies in Group 1-3. 1009.4 Stairway landings. There shall be a floor or landing at the top and bottom of each stairway. The width of landings shall not be less than the width of stairways they serve. Every landing shall have a minimum dimension measured in the direction of travel equal to the width of the stairway. Such dimension need not exceed 48 inches (1219 mm) where the stairway has a straight run. Exceptions: I. Aisle stairs complying with Section 1025. 2. Doors opening onto a landing shall not reduce the landing to less than one-half the required width. When fully open, the door shall not project more than 7 inches (178 mm) into a landing. 1009.5 Stairway construction. All stairways shall be built of materials consistent with the types penmitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction. 1009.5.1 Stairway walking surface. The walking surface of treads and landings of a stairway shall not be sloped steeper than one unit vertical in 48 units horizontal (2-per- cent slope) in any direction. Stairway treads and landings shall have a solid surface. Finish floor surfaces shall be securely attached. Exception: In Group F, H and S occupancies, other than areas of parking structures accessible to the public, open- ings in treads and landings shall not be prohibited pro- vided a sphere with a diameter of 1.125 inches (29 mm) cannot pass through the opening. 1009.5.2 Outdoor conditions. Outdoor stairways and out- door approaches to stairways shall be designed so that water will not accumulate on walking surfaces. 1009.53 Enclosures under stairways. The walls and soffits within enclosed usable spaces under enclosed and unen- closed stairways shall be protected by 1-hour fire -resis- tance -rated construction or the fire -resistance rating of the stairway enclosure, whichever is greater. Access to the 20061NTERNATIONAL BUILDING CODE® 213 MEANS OF EGRESS enclosed space shall not be directly from within the stair enclosure. Exception: Spaces under stairways serving and con- tained within a single residential dwelling unit in Group R-2 or R-3 shall be permitted to be protected on the enclosed side with 0.5-inch (12.7 mm) gypsum board. There shall be no enclosed usable space under exterior exit stairways unless the space is completely enclosed in I -hour fire -resistance -rated construction. The open space under exterior stairways shal I not be used for any purpose. 1009.6 Vertical rise. A flight of stairs shall not have a vertical rise greater than 12 feet (3658 mm) between floor levels or landings. Exception: Aisle stairs complying with Section 1025. 1009.7 Curved stairways. Curved stairways with winder treads shall have treads and risers in accordance with Section 1009.3 and the smallest radius shall not be less than twice the required width of the stairway. Exception: The radius restriction shall not apply to curved stairways for occupancies in Group R-3 and within individ- ual dwelling units in occupancies in Group R-2. 1009.8 Spiral stairways. Spiral stairways are permitted to be used as a component in the means of egress only within dwell- ing units or from a space not more than 250 square feet (23 m') in area and serving not more than five occupants, or from gal- leries, catwalks and gridirons in accordance with Section 1015.6. A spiral stairway shall have a 7.5 inch (191 mm) minimum clear tread depth at a point 12 inches (305 mm) from the narrow edge. The risers shall be sufficient to provide a headroom of 78 inches (1981 mm) minimum, but riser height shall not be more than 9.5 inches (241 mm). The minimum stairway width shall be 26 inches (660 mm). 1009.9 Alternating tread devices. Alternating tread devices are limited to an element of a means of egress in buildings of Groups F, H and S from a mezzanine not more than 250 square feet (23 m') in area and which serves not more than five occu- pants; in buildings of Group I-3 from a guard tower, observa- tion station or control room not more than 250 square feet (23 m') in area and for access to unoccupied roofs. 1009.9.1 Handrails of alternating tread devices. Hand- rails shall be provided on both sides of alternating tread devices and shall comply with Section 1012. 1009.9.2 Treads of alternating tread devices. Alternating tread devices shall have a minimum projected tread of 5 inches (127 mm), a minimum tread depth of 8.5 inches (216 mm), a minimum tread width of 7 inches (178 mm) and a maximum riser height of 9.5 inches (241 mm). The initial tread of the device shall begin at the same elevation as the platform, landing or floor surface. Exception: Alternating tread devices used as an element of a means of egress in buildings from a mezzanine area not more than 250 square feet (23 m') in area which serves not more than five occupants shall have a mini- mum projected tread of 8.5 inches (216 mm) with a mini- mum tread depth of 10.5 inches (267 nun). The rise to the next alternating tread surface should not be more than 8 inches (203 ram). 1009.10 Handrails. Stairways shall have handrails on each side and shall comply with Section 1012. Where glass is used I to provide the handrail, the handrail shall also comply with Section 2407. Exceptions: 1. Aisle stairs complying with Section 1025 provided with a center handrail need not have additional hand- rails. 2. Stairways within dwelling units, spiral stairways and aisle stairs serving seating only on one side are per- mitted to have a handrail on one side only. 3. Decks, patios and walkways that have a single change in elevation where the landing depth on each side of the change of elevation is greater than what is required for a landing do not require handrails. 4. In Group R-3 occupancies, a change in elevation con- sisting of a single riser at an entrance or egress door does not require handrails. 5. Changes in room elevations of only one riser within dwelling units and sleeping units in Group R-2 and R-3 occupancies do not require handrails. 1009.11 Stairway to roof. In buildings located four or more stories in height above grade plane, one stairway shall extend to the roof surface, unless the roof has a slope steeper than four units vertical in 12 units horizontal (33-percent slope). In buildings without an occupied roof, access to the roof from the top story shall be permitted to be by an alternating tread device. 1009.11.1 Roof access. Where a stairway is provided to a roof, access to the roof shall be provided through a pent- house complying with Section 1509.2. Exception: In buildings without an occupied roof, access to the roof shall be permitted to be a roof hatch or trap door not less than 16 square feet (1.5 m') in area and having a minimum dimension of 2 feet (610 mm). 1009.11.2 Protection at roof hatch openings. Where the roof hatch opening providing the required access is located within 10 feet (3049 ram) of the roof edge, such roof access or roof edge shall be protected by guards installed in accor- dance with the provisions of Section 1013. SECTION 1010 RAMPS 1010.1 Scope. The provisions of this section shall apply to ramps used as a component of a means of egress. Exceptions: I. Other than ramps that are part of the accessible routes providing access in accordance with Sections 1108.2 through 1108.2.3 and 1108.2.5, ramped aisles within assembly rooms or spaces shall conform with the pro- visions in Section 1025.11. 2. Curb ramps shall comply with ICC A117.1. 4m 214 2006 INTERNATIONAL BUILDING CODE® r- s — -. _ ��r �%: _ �c.. S'a lM f\ c:\'.3 5 Sr+ r �—� Et:. _ r�•Lflr4'� s _ . — w --. ,. ►_ �t c-�cc,.1 r��.._ n' N c%.~ �� �.r %a .., _►, i -- �I�..�_, _ MS��r For T G_r 7✓%- P�C'hM v ( S 7—ra'rc 16 c /_�j i:t e-T Y o.r T�/12�,.tr_; T) T 1_�f✓� a� r�L� �r3_d s c w J -( P2 o SQ c r r•'?- < < . car r (-, _, % ► ..� .'1 `S _ .: ` - A I t- 1 - - - - - -, --_-- - . -• --.- --- • v '-"- - '- -. -- --- - T- - •.. It - �Mn i o � o r { Page is too large to OCR. L- J MINOR DEVELOPMENT SITE PLW BUILDING PERMIT RELEASE FORM Development Name:. Address: CLP Project No. Date Project Reproducible Received: 'MC�'ka px Vt1 i uGr 11 D1 '� 5 �7rcnt('.ww� !o`g21D Date Reproducible is Forwarded to Director for Signature: Date Reproducible is Filed in Drafting Div.: Date Release Form Provided to Inspection Services Div.: JAI;LC I f 0 --r f, U—to The site plan for the proposed project has been approved and releasePlanning d by the Department. The project is now eligible for the issuance of construction permit once all applicable code, regulations, and fees have been satisfied. PLACE COMPLETED RELEASE FORM IN CONSTRUCTION JOB FILE CITY OF LA PORTE PLANNING DEPARTMENT 604 W. Fairmont Parkway, La Porte, TX 77571 www.laoortetx.00v Phone: (281)471-50201Fax (281)471-5005 MEMORANDUM TO: Rodney Slaton, City Engineer Masood Malik, City Planner ,/Mark Huber, Deputy Building Official Donald Ladd, Assistant Fire Chief Curtis Herrod, Udlity Superintendent FROM: Shannon Green, Planning Assistant rem DATE: May 26, 2010 RE: Site Plan Meeting Ct-P to-F210 Please review the attached site plan from Ice Ventures Kiosk, located at 1101 A S. Broadway. CLP# 10-8210. The next site plan meeting is June 1, 2010. Please forward your comments and concerns to Masood. Thank you, xc: Cliff Meekins MAY 2 6 2010 City of L Established.1892 SUBMITTAL FORM MINOR DEVELOPMENT SITE PLAN (FIVE COPIES OF THE SITE PLAN ARE NECESSARY) ALL FEES MUST BE PAID AT THE TIME OF SUBMITTAL ADDRESS: 1 � o 1 lk Cj . YL �o aalwcy. LEGAL DESCRIPTION: USE OF BUILDING: ZCe. c\." W-Api1` �P vi inG l<iusk DESCRIBE: TGc cwJ woJe, VeKc !n 'k,osk CLASS OF WORK: NEW ADDITION STANDARD INDUSTRIAL CLASSIFICATION CODE (SIC#)./. NAILS# OWNER'S NAME: PH: 3 - `6"55 - `6L;n cyl cm. MAILING ADDRESS: cl P ercer REPRESENTATIVE OR CONTRACTOR: -7c-el S0��Akr'oK5 PH: g2-19'i7 MAILING ADDRESS: SUBMITTAL NUMBER: LOw) 10 RECEIPT NUMBER: rxJQ }3 FEE COLLECTED: /oo. CASHIER: DATE SUBMITTED: 5 R a $100.00 FOR UPTO FIVE (5) ACRES $5.00 FOR EACH ADDITIONAL ACRE SACity Planning Share\SITE PLAN\FORMS\SUBMITTAL FORM.doc