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CC-12-452
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171170 Permit Number: CC- 3- 12-452 Scheduled Inspection Date: November 28, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: EMERALD CONSTRUCTION CORPORATION Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: New Phone Number Parcel Number 1121360010160 Phone: (954)241 -2583 Building Department Comments TICKET BOOTH, EQUIPMENT STORAGE BUILDING AT ENTRANCE OF BASEBALL AND SOFTBALL FIELD qualifier to contact building official. NB Inspector Comments Passed .�//.l /[�._ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 27, 2012 For Inspections please call: (305)762 -4949 Page 3 of 32 Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305- 795 -2204 Fax: 305- 756 -8972 This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: Contractor EMERALD CONSTRUCTION CORPORATION BARRY UNIVERSITY Date Issued Occupancy II B Load Occupancy 504 SQ FT Type 11300 NE 2ND AVE Miami Shores FL 33138- Location Building Officials Approval Norman Bruhn, CBO Not Transferable POST IN A CONSPICUOUS PLACE mILnoJ as, 62J3 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY /COMPLETION CHECK LIST (I-/c 1-,f. urveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended uilding permit card. setbacks from property lines and other existing structures. Ingress+ Egress, required parking s aces; Wheel stops, stripping, and all paving to exterior. 3- -1\yr ertificate of Elevation — (Seale tion by surveyor). Expiration date required on the form. rtificate of Insulan.. °1 / ertificate of Soil Treatment (Final treatment- original)1 001---) HAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment (/' for the prevention of subterranean termites. Treatment is in accordance with the rules and lawn as established by the Florida Department of Agriculture and Consumer Services." l/ p 9 ijHealth Department Approval Letter (On septic or private water). Note:. If the house is on septic tank, approval letter is requir I Compaction Letter (Density report is required) 7.4 Final certification letter from the Engineer /Architect (on =v r • - structu Backflow preventor certificate (Required on commercial projects only) "-of use. (Recorded in Miami -Dade Clerk of Courts) 0, PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Commercial CO is $200.00 c")1.4, '142 ; Permit Number: CC- 3- 12-452 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 181999 Inspection Date: November 27, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: EMERALD CONSTRUCTION CORPORATION Permit Type: Commercial Construction Inspection Type: Final PE Certification Work Classification: New Phone Number Parcel Number 1121360010160 Phone: (954)241 -2583 Building Department Comments TICKET BOOTH, EQUIPMENT STORAGE BUILDING AT ENTRANCE OF BASEBALL AND SOFTBALL FIELD qualifier to contact building official. NB Infractio Passed Comments INSPECTOR COMMENTS False Passed�� id, Inspector Comments CREATED AS REINSPECTION FOR INSP- 171167. Provide signed and sealed originals. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until November 27, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 4011. MANUEL SYNALOVSKI ASSOCIATES October 18, 2012 Norm Bruhn, Building Official Miami Shores Village c/o Building Department 10050 N.E. 2'd Avenue Miami Shores, Florida 33138 RE: Barry University — Softball Ticket Booth Equipment Storage Building Permit No. 12 -452 Dear Mr. Bruhn. As the Architect of Record for the above referenced project, we offer the following as clarifications to the permit documents. 1. Foul Ball netting along the baseball first base line has changed from the entire length of right field line to 120' stopping at scoreboard by the Owner. 2. Pavers were eliminated from the entrance walkway and replaced with a concrete slab. 3. The partition dividing the storage area into two spaces has been eliminated per Owners request. Respectfully Manuel Synalovski, AIA, LEED AP Managing Partner FL Lic. #11,628 Architecture • Planning • Interior Design 1800 Eller Drive, Suite 500 • Fort Lauderdale, FL 33316 • Telephone 954.961.6806 • Facsimile 954.961.6807 SHAD ELIA EL -RAGE CONSULTING ENGINEERS, INC. 5601 NW 9TH AVENUE, SUITE 401 / FORT LAUDERDALE, FL 33309 OFFICE (954) 771 -8149 / FAX: (954) 771 -8169 Final (Barry Baseball/Softball entrance ) August 15, 2012 Building Official Miami Shores Village Building and Zoning Department Miami Shores, Florida Re: Barry Baseball /Softball entrance Miami Shores, Florida Permit#: CC- 3- 12-452 STRUCTURAL BUILDING DESIGN *THRESHOLD INSPECTIONS U POOL STRUCTURE DESIGN Dear Building Official, 1, Saad El -Hage, having performed and approved the required inspections, as indicated in the attached approved inspection reports 1-6, hereby attest that to the best of my knowledge, belief, and professional judgements, all footings, masonry wall, concrete of the entrance bldg., and screen wallsk are in compliance with the approved plans and other approved permit documents, ACI, and Florida Building Code. Should you have any questions or need any additional information, please do not hesitate to contact me. Saad El -Hage, PIE. #42550 Special inspector # 0965 Permit Number: CC-3- 12-452 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 171169 Inspection Date: November 15, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: EMERALD CONSTRUCTION CORPORATION Permit Type: Commercial Construction Inspection Type: F. Elevation Certificate Work Classification: New Phone Number Parcel Number 1121360010160 Phone: (954)241 -2583 Building Department Comments TICKET BOOTH, EQUIPMENT STORAGE BUILDING AT ENTRANCE OF BASEBALL AND SOFTBALL FIELD qualifier to contact building official. NB Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until November 15, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 ARTIJENT OF HOMELAND SECURITY Emergency Management Agency .ial Flood Insurance Program ELEVATION CERTIFICATE Important Read the instructions on pages 1 -9. SECTION A - PROPERTY INFORMATION OMB No. 1660 -0008 Expires March 31, 2012 For irrsu..... Caaii Al. Building Owner's Name BARRY UNIVERSITY ;401 f;)•INmber: y A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11300 N MIAMI AVE City MIAMI SHORES State FL ZIP Code 33168 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 36 52 41 38.80 AC MIL SW1 /4 OF NE1 /4 LESS E4OFT, FOLIO#11- 2136 -000 -0040 A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) TICKET BOOTH A5. Latitude/Longitude:. Lat. 25 °52'40.2" Long. 80 011'58.1" Horizontal Datum: A6. Attach at least 2 photographs of the building If the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1B A8. For a building with a crawlspace or endosure(s): a) Square footage of crawlspace or enclosure(s) b) No. of permanent flood openings in the crawispace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b d) Engineered flood openings? ❑ Yes ® No W4 sq ft 0 0 sq in NAD 1927 ■4 NAD 1983 A9. For a building with an attached garage: a) Square footage of attached. garage N1 sq ft b) No. of permanent flood openings In the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b Q . sq in d) Engineered flood openings? ❑ Yes ► No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number MIAMI SHORES VILLAGE 120652 B2. County Name MIAMI -DADE B3. State FL B4. Map/Panel Number 12086C0139L B5. Suffix L B6. FIRM Index Date 09 -11-09 B7. FIRM Panel Effective/Revised Date 09 -11-09 138. Flood Zone(s) X B9: Base Flood Elevation(s) (Zone' } AO, use base flood depth) OUTSIDE 0.2 %FLDPLAIN BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) BI2. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date jI ❑ CBRS ❑ OPA ❑ No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ►5 Finished Construction 0A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones A1-A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized N- 566Vertical Datum NGVD 29 Conversion/Comments NA a) b) c) d) e) f) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) 11.37 Top of the next higher floor Bottom of the lowest horizontal structural member (V Zones only) WA._ Attached garage (top of slab) LUA•_ Lowest elevation of machinery or equipment servicing the building WA._ (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) Highest adjacent (finished) grade next to building (HAG) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 11.QQ 11.30 N/A. Check the measurement:used. ® feet ❑ feet ❑ feet ❑ feet ❑feet feet ® feet ❑ feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to Interpret the data avaffable. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? _< Yes ❑ No Certifier's Name ALBERT R. TOUSSAINT License Number 0907 Title PRESIDENT Company Name A.R. TOUSSAINT & ASSOCIATES, INC. Address 620 N.E. 126th STREET Signature City NORTH MIAMI State FL ZIP Code 33161 Date 10/24/12 Telephone 305- 891 -7340 FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section. A. Forinsurance Cnmpanyttlse Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 11300 N MIAMI AVE Poky Number • ...;.; ,_5 City MIAMI SHORESState FL ZIP Code 33168 - Company NAIC Number - SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE:.A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or endosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawispace, or enclosure) is ❑feat 0 meters 0 above or ❑ below the LAG. • E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A. items' 8 and/or 9'(see pages II9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is • ❑ feet. ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters III above or 0 below the HAG.' E4. Top of platform of machinery and/or equipment servicing the building is " ❑ feet ❑ meters ❑ above or ❑ below the HAG: E5. Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communtly's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments n Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet 0 meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum GI0. Community's design flood elevation ❑ feet ❑ meters (PR) Datum .. . Local Official's Name Community Name Signature Comments Tale Telephone Date f1 Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 11300 N MIAMI AVE Policy Number City MIAMI SHORES State FL ZIP Code 33168 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View "; and, if required, "Right Side View" and "Left Side View.' If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. FRONT VIEW REAR VIEW Permit Number: CC- 3- 12-452 1 r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181666 Inspection Date: November 15, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: EMERALD CONSTRUCTION CORPORATION Permit Type: Commercial Construction Inspection Type: Density Work Classification: New Phone Number Parcel Number 1121360010160 Phone: (954)241 -2583 Building Department Comments TICKET BOOTH, EQUIPMENT STORAGE BUILDING AT ENTRANCE OF BASEBALL AND SOFTBALL FIELD qualifier to contact building official. NB Infractlo Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until November 15, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 Nutting ngineers of Florida Inc.1 Established 1967 Your Project is Our Commitment October 25, 2012 Mr. Milton Sanderman ro Emerald Construction Corp. 1086 NW 1s` Court Hallandale Beach, Florida 0 Ref: Completion Letter Barry University 11300 Northeast 2nd Avenue Miami Shores, FL 33161 Dear Mr. Sanderman: 2051 N.W.112th Avenue, Suite 126 Miami, Florida 33172 305 - 557 -3083 Toll Free: 877 - NUTTING (688 -8464) Fax: 305-824-8827 Broward 954 -941 -8700 Palm Beach 561 - 736-4900 St. Lucie 772- 408 -1050 www.nuttingengineers.com Based on randomly located density tests, results attached, it is our opinion that the foundation 0") soils, checked by us at the referenced test locations for the proposed project, have been properly compacted to a minimum of 98 percent of the modified Proctor maximum dry density. The test results pertain to the specific test locations. Interpretation of these test results was accomplished in accordance with accepted standards of practice. -5, We appreciate this opportunity to work with you. Should you have any questions or require further service, please do not hesitate to contact the writer at your convenience. Sincerely, NUTTING ENGINEERS OF FLORIDA, INC. c o .V �'"�� /N !r /, 2I Paul C. Catledge, P.E. #68448 c 0 v -o ro l7 Senior Engineer OFFICES Palm Beach Miami -Dade St. Lucie ONutting viE Engineers ofRodrkl� Itsl 1967 APO Your Project is Our Commitment FIELD DENSITY REPORT TO Emerald Construction Corp. 1086 NW 1st Court Hallandale Beach, FL 33009 PROJECT Barry University REPORT NO. 1 NO. OF DENSITIES PROJECT NO. Doral -2485 CLIENT Emerald Construction Corp. c.c. LOCATION 11300 NE 2nd Avenue Miami Shores, FL 9 TESTED BY J • Perez DATE TESTED Jun 2 5 , 2 012 CONTRACTOR AREA Footings CONSTRUCTION TYPE (0 -12" ) See Supporting Lab Testing Reports for Detailed Material Descriptions MOISTURE DRY DENSITY DENSITY LOCATION Laboratory COMPACTION NUMBER Soil Identifier FIELD LAB FIELD LAB 1 Baseball field, NW area gown Sand 7.8 13.0 99.7 101.5 98 2 Baseball field, center area brown Sand 7.3 13.0 99.5 101.5 98 3 Baseball field, 5E area Brown Sand 7.6 13.0 99.9 101.5 98 4 Softball field, SW area Brown Sand 6.9 13.0 99.6 101.5 98 5 Softball field, center area Brown Sand 6.4 13.0 100.2 101.5 99 6 Softball field, NE area Brown Sand 6.9 13.0 99.8 101.5 98 7 Betw, softball & baseball fields, NW section Brown Sand 6.2 13.0 99.7 101.5 98 8 Betw, softball & baseball fields, SE section Brown Sand 6.8 13.0 100.1 101.5 99 9 Betw, softballs baseball fields, center section Brown Sand 7.1 13.0 100.2 101.5 99 FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 LABORATORY METHOD Modified Proctor ASTM D1557 LOW DENSITIES INDICATED * COMMENTS Page 1 of 1 Oct 25, 2 012 Nutting Engineers of Florida, Inc. PER. . /4 14 t'� These test results only represent compaction measured at the location reported to a maximum depth of 12 inches below the surface This report does not reflect bearing capacity or deeper soil conditions. tested. Paul C. Catledge P.E.# 68448 This report shall not be reproduced, except in full or relied upon without prior written approval of Nutting Engineers of Florida, Inc.. Palm Beach (561) 736-4900 * Broward (954) 941-8700 * Miami Dade (305) 824-0060 * Port St. Lucie (772) 408-1050 Nutting E Engineers dRimich m Ir 1667 Your Project is Our Commitment Aso AASHTO R18 FIELD DENSITY REPORT TO Emerald Construction Corp. 1086 NW 1st Court Hallandale Beach, FL 33009 PROJECT Barry University REPORT NO. 2 NO. OF DENSITIES PROJECTNO. Doral -2485 CLIENT Emerald Construction Corp. C.C. LOCATION 11300 NE 2nd Avenue Miami Shores, FL 4 TESTED BY J. Perez DATE TESTED Jul 10 , 2012 CONTRACTOR AREA Baseball Field Sidewalk (0 -12 ") CONSTRUCTION TYPE Outside East See Supporting Lab Testing Reports for Detailed Material Descriptions DENSITY NUMBER LOCATION Laboratory Soil Identifier MOISTURE DRY DENSITY COMPACTION % FIELD LAB FIELD LAB 10 SE corner of baseball field Brown Sand 6.9 10.5 115.4 117.5 98 Some Rock Frogs 11 50' north of SE corner of baseball field Brown Sand 6.6 10.5 115.7 117.5 99 Some Rock Frags 12 100' north of SE corner of baseball field Brown Sand Some Rock Frags 6.7 10.5 115.3 117.5 98 13 130' north of SE corner of baseball field Brown Sand Some Rock Frags 6.4 10.5 115.5 117.5 98 FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 LABORATORY METHOD Modified Proctor ASTM D1557 LOW DENSITIES INDICATED * COMMENTS Page 1 Of 1 Oct 25, 2012 Nutting Engineers of Florida, Inc. PER. These test results only represent compaction measured at the location reported to a maximum depth of 12 inches below the surface This report does not reflect bearing capacity or deeper soil conditions. tested. Paul C. Catledge P.E.# 68448 This report shall not be reproduced, except in full or relied upon without prior written approval of Nutting Engineers of Florida, Inc.. Palm Beach (561) 736-4900 * Broward (954) 941-8700 * Miami Dade (305) 824-0060 * Port St. Lucie (772) 408-1050 Report System Software Registered to: Nutting Engineers of Florida, Boynton Beach 3 Nutting Engineers Your Project is Our Commitment .40.9170 R7B FIELD DENSITY REPORT TO Emerald Construction Corp. 1086 NW 1st Court Hallandale Beach, FL 33009 PROJECT Barry University REPORT NO. 3 NO. OF DENSITIES PROJECTNO. Doral -2485 CLIENT Emerald Construction Corp. C.C. LOCATION 11300 NE 2nd Avenue Miami Shores, FL 5 TESTED BY J. Perez DATE TESTED . Ju 1 16, 2012 CONTRACTOR AREA Sidewalk @ SE Section of Bleachers CONSTRUCTION TYPE (0 —12" ) See Supporting Lab Testing Reports for Detailed Material Descriptions DENSITY NUMBER LOCATION Laboratory Soil Identifier MOISTURE DRY DENSITY COMPACTION % FIELD LAB FIELD LAB 14 SW corner Brown Sand 8.8 10.5 115.4 117.5 98 Some Rock Frags 15 SE corner Brown Sand 7.8 10.5 115.8 117.5 99 Some Rock Frags 16 NE corner Brown Sand 6.9 10.5 116.3 117.5 99 Some Rock Frags 17 NW corner Brown Sand 7.3 10.5 115.3 117.5 98 Some Rock Frags 18 Middle section Brown Sand 7.9 10.5 115.6 117.5 98 Some Rock Frags FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 9.8 LABORATORY METHOD Modified Proctor ASTM D1557 LOW DENSITIES INDICATED * COMMENTS Page 1 of 1 Oct 25, 2012 Nutting Engineers of Florida, Inc. !G f2 PER. These test results only represent compaction measured at the location reported to a maximum depth of 12 inches below the surface This report does not reflect bearing capacity or deeper soil conditions. tested. Paul C. Catla dge P.E.# 68448 This report shall not be reproduced, except In full or relied upon without prior written approval of Nutting Engineers of Florida, Inc.. Palm Beach (561) 736-4900 * Broward (954) 941-8700 *Miami Dade (305) 824-0060 * Port St. Lucie (772) 408-1050 Report System Software Registered to: Nutting Engineers of Florida, Boynton Beach 3 Nutting Engineers of b 1E bLw tB67 Your Project Is Our Commitment Ass AASHTO RIB FIELD DENSITY REPORT TO Emerald Construction Corp. 1086 NW 1st Court Hallandale Beach, FL 33009 PROJECT Barry University REPORT NO. 4 NO. OF DENSITIES PROJECTNO. Doral -2485 CLIENT Emerald Construction Corp. C.C. LOCATION 11300 NE 2nd Avenue Miami Shores, FL 3 TESTED BY J Perez DATE TESTED Jul 17, 2012 CONTRACTOR AREA Baseball Area Sidewalk CONSTRUCTION TYPE (0 —12" ) See Supporting Lab Testing Reports for Detailed Material Descriptions MOISTURE DRY DENSITY DENSITY LOCATION Laboratory COMPACTION NUMBER Soil Identifier FIELD L B FIELD LAB 19 East section Brown Sand 7.9 10.5 115.5 117.5 98 Some Rock Frags 20 Middle section Brown Sand 7.7 10.5 115.3 117.5 98 Some Rock Frags 21 West section Brown Sand 7.6 10.5 116.0 117.5 99 Some Rock Frags FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 LABORATORY METHOD Modified Proctor ASTM D1557 LOW DENSITIES INDICATED * COMMENTS Page 1 of 1 Oct 25, 2 012 Nutting Engineers of Florida, Inc. PER. t 0/ i 2- These test results only represent compaction measured at the location reported to a maximum depth of 12 inches below the surface This report does not reflect bearing capacity or deeper soil conditions. tested. Paul C. Catledge P.E. # 68448 This report shall not be reproduced, except In full or relied upon without prior written approval of Nutting Engineers of Florida, Inc.. Palm Beach (561) 736-4900 * Broward (954) 941-8700 * Miami Dade (305) 824-0060 * Port St. Lucie (772) 408-1050 Report System Software Registered to: Nutting Engineers of Florida, Boynton Beach 3 Nutting Engineers afPaida, mm 1 r t�i7 Your Project Is Our Commitment AK% Rt6 FIELD DENSITY REPORT TO Emerald Construction Corp. 1086 NW 1st Court Hallandale Beach, FL 33009 PROJECT Barry University REPORT NO. 5 NO. OF DENSITIES PROJECT NO. Doral -2485 CLIENT Emerald Construction Corp. C.C. LOCATION 11300 NE 2nd Avenue Miami Shores, FL 2 TESTED BY J • Perez DATE TESTED Jul 19, 2012 CONTRACTOR AREA Electrical Line Trench Backfill CONSTRUCTION TYPE (0-4" ) See Supporting Lab Testing Reports for Detailed Material Descriptions MOISTURE DRY DENSITY DENSITY LOCATION Laboratory COMPACTION NUMBER Soil Identifier FIELD LAB FIELD LAB % 22 Parking lot, 120' E of ticket booth Limestone Crush 7.1 7.0 127.3 131.0 97 * 23 Parking lot, 180' E of ticket booth Limestone Crush 7.3 7.0 127.0 131.0 97 * FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 LABORATORY METHOD AASHTO T-180 LOW DENSITIES INDICATED * COMMENTS Page 1 of '1 Oct 25,2012 Nutting Engineers of Florida, Inc. PER. '�e� iv I -a-- These test results only represent compaction measured at the location reported to a maximum depth of 12 inches below the surface This report does not reflect bearing capacity or deeper soil conditions. tested Paul C. Catledge P.E.# 68448 This report shall not be reproduced, except in full or relied upon without prior written approval of Nutting Engineers of Florida, inc.. Palm Beach (561) 736-4900 * Broward (954) 941-8700 * Miami Dade (305) 824-0060 * Port St. Lucie (772) 408.1050 Report System Software Registered to: Nutting Engineers of Florida, Boynton Beach J�P Nutting Engineers dfibftlimlastababzflft7 Your Project is Our Commitment AASHTO RIB FIELD DENSITY REPORT TO Emerald Construction Corp. 1086 NW 1st Court Hallandale Beach, FL 33009 PROJECT Barry University REPORT NO, 6 NO. OF DENSITIES PROJECT NO. Doral -2485 CLIENT Emerald Construction Corp. c.c. LOCATION 11300 NE 2nd Avenue Miami Shores, FL 3 TESTED BY J. Perez DATE TESTED Jul 19, 2 012 CONTRACTOR AREA Sidewalk - South Perimeter of CONSTRUCTION TYPE Softball Field (0-12") See Supporting Lab Testing Reports for Detailed Material Descriptions MOISTURE DRY DENSITY DENSITY LOCATION Laboratory COMPACTION NUMBER Soil Identifier FIELD LAB FIELD LAB % 24 East section Brown Sand 8.3 13.0 100.3 101.5 99 25 middle Brown Sand 8.8 13.0 100.2 101.5 99 26 west section Brown Sand 8.7 13.0 100.4 101.5 99 FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 LABORATORY METHOD Modified Proctor ASTM D1557 LOW DENSITIES INDICATED * COMMENTS 1�� Page 1 of 1 Oct 25, 2012 Nutting Engineers of Florida, Inc. PER. l`O i2 These test results only represent compaction measured at the location reported to a maximum depth of 12 inches below the surface This report does not reflect bearing capacity or deeper soil conditions. tested. Paul C. Catledge P.E. # 68448 This report shall not be reproduced, except in full or relied upon without prior written approval of Nutting Engineers of Florida, Inc.. Palm Beach (561) 736-4900 * Broward (954) 941-8700* Miami Dade (305) 824-0060 * Port St. Lucie (772) 408.1050 Report System Software Registered to: Nutting Engineers of Florida, Boynton Beach 143 Nutting Engineers Your Project is Our Commitment .4149170 R9a FIELD DENSITY REPORT TO Emerald Construction Corp. 1086 NW 1st Court Hallandale Beach, FL 33009 PROJECT Barry University REPORT NO. 7 NO. OF DENSITIES PROJECT NO. Doral -24 85 CLIENT Emerald Construction Corp. C.C. LOCATION 11300 NE 2nd Avenue Miami Shores, FL 3 TESTED BY J. Perez DATE TESTED Jul 26, 2 012 CONTRACTOR AREA Sidewalk - 100' E of South Dugout CONSTRUCTION TYPE at Baseball Field (0 -12 ") See Supporting Lab Testing Reports for Detailed Material Descriptions DENSITY NUMBER LOCATION Laboratory Soil Identifier MOISTURE DRY DENSITY COMPACTION % FIELD LAB FIELD LAB 27 28 29 SW corner NE corner Middle section 'Brown Sand Some Rock Frags Brown Sand Some Rock Frags Brown Sand Some Rock Frags 7.9 7.7 7.4 10.5 10.5 10.5 116.0 115.1 116.3 117.5 117.5 117.5 99 98 99 FIELD METHOD Nuclear ASTM D6938 LABORATORY METHOD Modified Proctor ASTM D1557 COMMENTS Page 1 of 1 O Ct 25, 2 012 Nutting Engineers of Florida, Inc. These test results only represent compaction measured at the location reported to a maximum depth of 12 Inches below the surface This report does not reflect bearing capacity or deeper soil conditions. This report shall not be reproduced, except In full or relied upon without prior written approval of Nutting Engineers of Florida, Inc.. Palm Beach (561) 736-4900 * Broward (954) 941-8700 * Miami Dade (305) 824-0060 PER. SPECIFIED LOW DENSITIES - COMPACTION 98 INDICATED k,i P a— * tested. Paul C. Catk • ge P..# 68448 * Port St. Lucie (772) 408.1050 Report System Software Registered to: Nutting Engineers of Florida, Boynton Beach 4 Nutting Engineers dFbAgnm IE WU Your Project is Our Commitment .4� RASH ID RIB FIELD DENSITY REPORT TO Emerald Construction Corp. 1086 NW 1st Court Hallandale Beach, FL 33009 PROJECT Barry University REPORT NO. 8 NO. OF DENSITIES PROJECT NO. Doral -2485 CLIENT Emerald Construction Corp. C.C. LOCATION 11300 NE 2nd Avenue Miami Shores, FL 6 TESTED BY J. Perez DATE TESTED Aug 13 , 2 012 CONTRACTOR AREA Sidewalks (0 -12") CONSTRUCTION TYPE See Supporting Lab Testing Reports for Detailed Material Descriptions DENSITY NUMBER LOCATION MOISTURE DRY DENSITY COMPACTION Vo Laboratory Soil Identifier FIELD LAB FIELD LAB 30 Softball field, east sidewalk, north section gown Sand Some Rock Frags 8.9 10.5 115.7 117.5 99 31 Softball field, east sidewalk, middle Brown Sand 8.4 10.5 115.3 117.5 98 Some Rock Frags 32 Softball field, east sidewalk, south section Brown Sand Some Rock Frags 8.7 10.5 116.0 117.5 99 33 South side of baseball field, west section frown Sand Some Rock Frags 8.3 10.5 116.3 117.5 99 34 South side of baseball field, middle section Brown Sand Some Rock Frags 8.5 . 10.5 115.8 117.5 99 35 South side of baseball field, next to ticket bldg. Brown Sand Some Rock Frags 8.2 10.5 116.6 117.5 99 FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 LABORATORY METHOD Modified Proctor ASTM D1557 LOW DENSITIES INDICATED * COMMENTS Page 1 of 1 Oct 25, 2012 Nutting Engineers of Florida, Inc. PER. These test results only represent compaction measured at the location reported to a maximum depth of 12 inches below the surface tested. Paul C. Catledge P.E.# 68448 This report does not reflect bearing capacity or deeper soil conditions. This report shall not be reproduced, except in full or relied upon without prior written approval of Nutting Engineers of Florida, Inc.. Palm Beach (561) 736-4900 * Broward (954) 941-8700 *Miami Dade (305) 824-0060 * Port St. Lucie (772) 408.1050 Report System Software Registered to: Nutting Engineers of Florida, Boynton Beach Hutting E Engineers td.rR.1tt87 Your Project is Our Commitment AASHTO RIB FIELD DENSITY REPORT TO Emerald Construction Corp. 1086 NW 1st Court Hallandale Beach, FL 33009 PROJECT Barry University REPORT NO. 9 NO. OF DENSITIES PROJECT Na Doral -2485 CLIENT Emerald Construction Corp. C.C. LOCATION 11300 NE 2nd Avenue Miami Shores, FL 7 TESTED BY J. Perez DATE TESTED Sep 17 , 2012 CONTRACTOR AREA Sidewalk (0-12") CONSTRUCTION TYPE See Supporting Lab Testing Reports for Detailed Material Descriptions MOISTURE DRY DENSITY DENSITY LOCATION Laboratory COMPACTION NUMBER Soilldentifier FIELD LAB FIELD LAB % 36 Betw. ticket booth & north building Brown Sand 8.0 10.5 117.6 117.5 100 Some Rock Frags 37 5' south of ncrth building Brown Sand 7.9 10.5 116.3 117.5 99 Some Rock Frags 38 50' south of north building Brown Sand 8.1 10.5 116.4 117.5 99 Some Rock Frags 39 100' south of ncrth building Brown Sand 7.6 10.5 115.3 117.5 98 Some Rock Frags 40 West of ticket booth Brown Sand 7.4 10.5 115.5 117.5 98 Some Rock Frags 41 25' north of north building Brown Sand 7.9 10.5 115.7 117.5 99 Some Rock Frags 42 25' south of south building Brown Sand 7.7 10.5 115.4 117.5 98 Some Rock Frags FIELD METHOD Nuclear ASTM D6938 SPECIFIED COMPACTION 98 LABORATORY METHOD Modified Proctor ASTM D1557 LOW DENSITIES INDICATED * COMMENTS Page 1 of 1 Oct 25, 2012 Nutting Engineers of Florida, Inc. PER. 2-6" / 2 1.4 These test results only represent compaction measured at the location reported to a maximum depth of 12 inches below the surface This report does not reflect bearing capacity or deeper soli conditions: • tested. Paul C. Catledge P.E.# 68448 This report shall not be reproduced, except in full or relied upon without prior written approval of Nutting Engineers of Florida, inc.. Palm Beach (561) 736-4900 * Broward (954) 941-8700 * Miami Dade (305) 824-0060 * Port St. Lucie (772) 408-1050 Report System Software Registered to: Nutting Engineers of Florida, Boynton Beach Permit Number: CC -3- 12-452 i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 171148 Inspection Date: November 15, 2012 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: EMERALD CONSTRUCTION CORPORATION Permit Type: Commercial Construction Inspection Type: Termite Letter Work Classification: New Phone Number Parcel Number 1121360010160 Phone: (954)241 -2583 Building Department Comments TICKET BOOTH, EQUIPMENT STORAGE BUILDING AT ENTRANCE OF BASEBALL AND SOFTBALL FIELD qualifier to contact building official. NB Passed //� Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until November 15, 2012 For Inspections please call: (305)762 -4949 Page 1 of 1 TERMITE PRETREAT SPECIALISTS 866 -PRE -TREAT 1- 800 - DILIGENT FAX 800 -837 -0311 TermitePretreat.com State License 150612 Notice of Preventative Treatment for Termites (as required by Florida Building Code (FBC) 104.2.6 and Broward County Chapter FBC 105.2.2) PEST PREVENTION 1 LAWN & ORNAMENTAL CARE 1 TERMITE SERVICES I MOSQUITO ABATEMENT 1 RODENT EXCLUSION & REMOVAL SERVICE ORDER NUMBER /VO®1/ SERVICE DATE TIME 11.30 WEATHER CONDITIONS y_ DEVELOPMENT NAME (PROJECT) CONTRACTOR'S NAME CONTACT PERSON 41e/ML.O w L(Cll,/tf [? STRUCT RE ADDRESS (LOT/BLOCK) CITY, STATE, ZIP CODE 2i 1bit 6l CONTACT PHONE NUMBER NOTES COUNTY TREATMENT TYPE/AREA ❑ FLOATING /bLMONOUTHIC ❑ PATIO ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALL ❑ ADDITION ❑ CUTOUTS ❑ FOOTERS ❑ FRONT ENTRY )(EXTERIOR PERIMETER FOR RENEWAL ❑ OTHER TREATMENT TYPE ❑ TAMP & TREAT ❑ TREAT ONLY di1CFINAL ❑ RETREAT ❑ BORA CARE TREATMENT ❑ BAIT STATION )PRODUCT A.aASELINE ❑ PROBUILD TC ❑ DRAGNET ❑ DEMON TC ❑ TERMIDOR TC ❑ BORACARE ❑ OTHER ACTIVE INGREDIENT CONCENTRATION ••••••••••••• .g,06% ❑ .12% ❑ .25% ❑ .5% ❑ .23% ❑ OTHER GALLONS APPLIED : • =` pt ••ESrC. SQUARE FOOTAGE LINEAR FOOTAGE • • f/ • •� • • • gyp • •. O R� • • SQUARE FOOTAGE VERIFIED OYES ❑ NO JOB READY CONDITIONS MET (AYES ❑ NO SAFETY CONDITIONS ❑ MEASURED OR VERIFIED PER PLANS DETAILS As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment Is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per he Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER OTHER Payment Terms: Customer's payment In full is due at time of initial service. Customer agrees that a finance charge in the amount of 18% per annum will be assessed on all unpaid balances that are not satisfied by the due date. In the event a collection process becomes necessary to recover an unpaid balance the following fees will be assessed including but not I ited to: collection service fee, attorney's fee, finance charges and non - sufficient funds payment f e. Cu omer will be responsibl a ng all - associated with any collection process. 2 2 2- D Date ,97 Applicator (Diligent and est Control, Inc.) Customer (Property Owner or Agent) r NAFIB niza 1- 800 - DILIGENT 800Diligent.com Corporate 3100 NW Boca Raton Blvd. I Suite 107 I Boca Raton, Florida 33431 1 800.487.8190 D/L /BEN TERMITE SERVICES Call To Activate Your Termite Guarantee Pest Prevention Termite Protection NOTICE OF TERMITE PROTECTION THIS NOTICE POSTED PURSUANT TO SECTION 104.2.7, FLORIDA BUILDING CODE AND CHAPTER ,4 /82.226,,, FLORIDA STATUTES /if l�C��l /�r��... /��_ Date of 1145 Inspection Made) / Imidachloprid /Bifinthrin /Recruit HD Date of Initial Treatment Materials U ed y %2 e,,6 £opndIBthrin/Recruit HD Date Final E erior Treatment Materials Used Wood Destroying Organism Treated For This property has been treated and placed under a retreatment/repair contract for subterranean termites. This contract is renewable by payment on annual fee. The owner is hereby advised to have the property inspected annually by Diligent Lawn and Pest Control. Diligent Lawn and Pest Control provided the termite protection on this property. CALL US regarding our Pest Prevention and Lawn, Tree and Shrub Care Programs. Ask about our Preferred Customer Discounts. 3100 N.W. Boca Raton Blvd., Suite 107 • Boca Raton, FL 33431 diligentpest.com 1- 800 - 487 -8190 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 181665 Permit Number: CC- 3- 12-452 I Inspection Date: November 15, 2012 Inspector: Dacquisto, David Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- ,Project: BARRY UNIVERSITY `Contractor: EMERALD CONSTRUCTION CORPORATION Permit Type: Commercial Construction Inspection Type: Survey Final Work Classification: New Phone Number Parcel Number 1121360010160 Phone: (954)241 -2583 Building Department Comment TICKET BOOTH, EQUIPMENT STORAGE BUILDING AT ENTRANCE OF BASEBALL AND SOFTBALL FIELD qualifier to contact building official. NB Infractio Passed Comments INSPECTOR COMMENTS False ' tl) ///7/ 2 Passed Inspector Comments 4u ` } 1. - .Failedl Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 15, 2012 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 181665 Permit Number: CC- 3- 12-452 Inspection Date: November 15, 2012 Inspector: Dacquisto, David Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138- Project: BARRY UNIVERSITY Contractor: EMERALD CONSTRUCTION CORPORATION Permit Type: Commercial Construction Inspection Type: Survey Final Work Classification: New Phone Number Parcel Number 1121360010160 Phone: (954)241 -2583 Building Department Comments TICKET BOOTH, EQUIPMENT STORAGE BUILDING AT ENTRANCE OF BASEBALL AND SOFTBALL FIELD qualifier to contact building official. NB Infractlo Passed Comments INSPECTOR COMMENTS False GU 11 /061 nk Inspector Comments Passed 1 LiFailed -21,- Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 November 15, 2012 Page 1 of 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION NOV 012012, FBC20 LD Permit No. S _ 12 r 4S-„1. Master Permit No. j4 , Permit Type: BUILDING ROOFING JOB ADDRESS: /L. ?0 ' /v `` ' a2 4 J 44.e___ U coV VIAL/ L City: Miami Shores County: Miami Dade Zip:3 Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): ��flf�' l0� /VP�'I T� Phone#: Address: i/f,®® N.: of L" 4 City: "4A'/ / ..f-Ac) f-ed-- State: /Cc • Zip: Tenant/Lessee Name: Phone #: Email: ...S1,4-01=' ® l • -G ,e?rr1 , e,. r CONTRACTOR: Company Name: / I&'A U c 34ru Pon#: qste—eQq, -0 :3 Address: /O4/? W /4- Cc City: State: - Zip: c Qualifier Name: , 7 -7,0v_... 44Ot 3 Phone #: /SY i---407 State Certification or Registration #: Certificate of Competey #: Contact Phone#: ✓- .. 474 /i Email Address: J dNA7 � �4 emer4 I `cvn5 -0 C im DESIGNE Archi r.gineer: d AW415Z - Y,1%'O1/5 �/ Phone#: 95/'' 1" ©"C Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddition DAlteration ew ew DRepair/Replace ODemoli Description of Work: --4-1 17.41 / ® 1 F K eJ, 4see M, /✓1 J,e vcJ Color thru tile: * * * * ** ** **+ x***+xm******* *+x**+u**** ** Fees***** ********** ** ****** ************ ** **+x**** Submittal Fee $ Permit Fee $ / ` CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved 0r, reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before �methis day of l � : 4 - 1 � �,, 201 by t 'ice C OO /p who is�ersonally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged before me this 2-3, day of ® , 20 ff yby who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB 9.k,01 � •, Jonathan Cuesta ° COMMISSION # EE041198 :s; .: ns �e�• 'T.I •QC . �� '••0', c� 7 ;0% EXPIRE/ A NOV. 0 9 w I '! .a` WWW. ***+ x****+ x*****+x *+s+x+x******* six********* ******* ****+ x******* *ssa:******** ** * * *** * **+r** ****** ** * ***+x +**+x***** *** * ** APPROVED BY //�L/0L Plans Examiner Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07110 /07)(Revised 06 /10/2009)(Revised 3/15/09) 7Ik Florida Building Code Online Product Approval Method Date Submitted Date Validated Method 1 Option D 04/27/2012 05/07/2012 Page 2 of 2 Summary of Products MN* FL * Model, Number or Name Description 15493.1 I "N" Series Commercial St D000 O g (Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other. Installation In • wr - FL Rr I a�hf 42 1 AD - . "!f Verified By: Yiping ang P.E. 55983 Created by Independent Third Party: Yes Evaluation Reports FL15493 RO AE PAE A01216 pdf Created by Independent Third Party: Yes 15493.2 Series "N" Series "N" Commercial Outswing Door !Limits of Use I Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other. Refer to installation drawings for door sizes and design loads. Installation Instructions FL15493 RO II FL11542.1 AD12 -18 SS.odf Verified By: Yiping Wang P.E. 55983 Created by Independent Third Party: Yes Evaluation Reports F1-15493 RO AE PRODUCT APPROVAL EVALUATIONLDdf Created by Independent Third Party: Yes Back Next Contact Us :: 19! North Monroe Street Tafaha a FI. 32399 phone: 850 -487 -1824 The State of Florida is an AMEEO employer_ Coovrioht 2007 -2010 State of Florida, :: Privacv Statement :: Accgssibiity Statement :: Refund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released m response to a pubbc- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmasterWdbor.state.fl.ug. Product Approval Accepts: K1 fa RE CI IIC(d)ritYmmatc's' Credit E http : / /www.floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQwtDgtep%2bDhVRQZ... 5/25/2012 1 MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FLORIDA 33173 P: 305-271-0117 CAN #28677 PRODUCT APPROVAL EVALUATION Detailed Product Description: Manufacturer: Mesker Door, Inc. Model Name: "N" Series Full- Louvered Commercial Maximum Panel Width: 100" Maximum Frame Height: 98" Maximum Load: + / -75psf (Large Missile Impact) Reference Drawings # AD12 -18 Date: 04/2412012 Outswina Steel Double Doors This Product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters may not occur simultaneously. • Refer to installation drawings for design loads Mandatory Tests (Tested in accordance with AAMAA 10111.S.21NAFS -02ITAS -202) TEST DESCRIPTION = TEST LOCATION TEST :REPORT DATE.: ' _ . TEST REPORT # ASTM E283-02 Air Infiltration Leakage Testing Evaluation Laboratories, Inc. ASTM E331 -00 OR ASTM 547- 00 & TAS 202 Water Penetration Testing Evaluation Laboratories, Inc. ASTM E330 -02 & TAS 202 Uniform Static Air Press, Testing Evaluation Laboratories, Inc. June 30,2008 June 30,2008 TEL- 01280069 TEL - 01280070 AAMA1302.5- 76 & 1303.5 -76 Forced Entry Testing Evaluation Laboratories, Inc. Comparative Analysis used Yes x No: As per guidelines for HAVHZ for Dade County. Supplemental Tests (Tested in accordance with TAS -203) TEST DESCRIPTION TEST LOCATION TE ST REPORT DATE .: 'TEST ,REPORT S FBC 1626.2 (TAS201 &203) Large Missile Impact & Cyclic Testing Evaluation Laboratories, Inc. June 30,2008 June 30 2008 TEL- 01280069 TEL- 01280070 Under the limitafons of the attached drawings, to the best of my knowledge and ability the above windowl door product conforms to the requirements of the 2007/ 2010 Flor t e®lalt`lr t 3. Evaluation Report Engineer: Yiping Wang PE # 55983 MCY ENGINEERING EB # 28677 'o'�. • ^ ° N S •. ' ''':$:„. ::.,:::,k\'`.... p . �-V /2- /yam �' • c�%o r1u��'. , o. (4) ANCHORS FOR DESIGN LOADS S75 PSI (2) ANCHORS FOR DESIGN LOADS 537.5 PSI fi -- 47 1/2" PANEL WIDTH 100" FRAME WIDTH 95" DOOR OPENI 10 22 112" --0 D.L.O. 3 3 I 20 A e 20 )g l' 1 i_ 2 MAX. FROM CORNERS JAMB SPACING REDUCED TO 12" 0.C. WHEN ANCHOR INTO BLOCK & DESIGN LOAD >37.5 PSF \-(4) ANCHORS FOR LOADS S75 PSI (2) ANCHORS FOR LOADS 537.5 PSI DOUBLE DOOR TYP. ELEVATION TABLE OF CONTENTS SHEET' 2 3 4 5 6 7 8 DESCRIPTION Table of contents and test elevation Door panel details Horizontal and veiled cross section Horizontal cross section Anchoring details Anchoring etas Components 811 of materials and components '?' -, FROM END O DESIGN 'd' E U DESIGN "N "SERIES COMMERCIAL OUTSWING STEEL LOUVER DOOR (LMI) • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON ELEVATIONS / DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. • METAL STRUCTURES NOT BY MESKER INC. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • DOOR PANEL MIN. 16 GA. (0.060" THK.) STEEL MIN. Fy = 40.3 KSI MIN. DOOR FRAME: MIN. 15 GA. (0.060"THK.) STEEL . • DOOR NOT MEET THE WATER INFILTRATION REQUIREMENTS FOR THE "HVHZ" AND SHALL BE INSTALLED ONLY IN NON - HABITABLE AREAS OR HABITABLE LOCATIONS PROTECTED BY AN OVERHANG OR CANOPY SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES. NOTES: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. OVERALL DIMENSION ... SURFACEEbLi. MAECItR DESIGN PRES.SURE(PSP). 4 IY: -a00 AOO. POSITIVE ... °NEOAT VE 100.00" x 96.00" YES YES +75.0 •75.0 Ttm.o0" x 98.00" NO YES +37.5 •37.5 a`sssv! ANQ1„f11j �f.:�.QORI�DSApL,dmA''. STRA N ;•v 9r- tl�59�r. �Ya. sere B e 1 g J 8 03 5 E c 11 0 02 OE 22 -„ AS NOTED .p"9]A gt (1;• � e` emo eo. 6 FLOP•° �liee` AmD 1 OF 12 -1 e 47.75-MAL PANEL WENN I 25.5CP MAX OPENING T 8 g I - CD C) wog:J.000R PANEL Lower retaIrdng screws 2" from come and 0 centedne along top & bottom 17 mca. o.c. along sides 0 wort lop siacarou CLOSER INTERIOR EXTERIOR °HORIZONTAL CROSS SECTION 0 DOOR HINGE REINFORCEMENT 0 toacsoX REINFOK ENT, EXTERIOR INTERIOR DATE SCALE DRAIN veorecr ON U OS NOTED B L 1.01} TYPICAL ANCHORS HEAD /JAMB: (REFER TO ELEVATION FOR SPACING) TYPE A 3/8° DIA. DYNABOLT SLEEVE ANCHOR BY'ITW' O DIRECTLY INTO fc=3000 PSI CONCRETE, 1 -12" MIN. EMBED DIRECTLY INTO GROUT FILLED CONCRETE BLOCK, 1 -12" MIN. EMBED 8 MIN. EDGE DIST 2 -12° MIN. SPACING 4.12" i E TYPE B 3 /8" TAPPER BY POWERS ! g ® DIRECTLY INTO fc=3000 PSI CONCRETE, 1 -12° MIN. EMBED DIRECTLY INTO GROUT FILLED/HOLLOW CONCRETE BLOCK, 1 -1/4" MIN. EMBED MIN. EDGE DIST 3-1/2" MIN. SPACING 4-12° TYPE C 5/16° DIA. SMS OR MACHINE BOLTS (MIN. GRADE 6 CRS) OR ST /ST N STEEL: Fy =38 KSI MIN. INTO METAL STRUCTURES (STEEL OR ALUMINUM 1 /8" MIN. THICK) ALUMINUM : 8083 -T6 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL ANCHORS ((D, THRESHOLD: (REFER TO ELEVATION FOR SPACING) TYPE D 1/4" TAPCON BY "ITV DIRECTLY INTO fc' =3000 PSI CONCRETE 1 -1/4" MIN. EMBED MIN. EDGE DIST 2 -12" MIN. SPACING 3° SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER ®5/16" TEKS INTO ST. 1/8" THK MIN FOR SPACING REFER TO ELEVATION C ANCHOR OPTION INTERIOR EXTERIOR 8 EXTERIOR EXTERIOR INTERIOR VE CAL CROSS SECTION INTERIOR MCY. Engineering@ Att. net DAIS OD CO It THORIZONTAL CROSS SECTION VERTICAL CROSS SECTION DRAW SL 18 -03, DRAYIXD ND. AD12 -16 MORtAR REMOVED FOIR CLARITY, INTERIOR 3 z -J W W 2 a 0 ZZ INTERIOR HORIZONTAL CROSS SECTION EXTERIOR °HORIZONTAL CROSS SECTION .■ a. ANG <-•••OCAM 28 ■• i;;;• s'IP' • 0 t-•°' 4i I ft retre - DATE OT can SCALE AS PPM DFAIIN SE. PROJECT AD12-1B 4 OF a DETAIL SEE DETAIL I to i3 1 HINGE JAMB HINOEJAMS 4 Hinge Option 3 Hinge Option FRAMEANCNORING ANCHOR NOTES: Substitution of equal concrete screws from a dfifferent suppler may have different edge distance and center distance requirements. Min. edge distances shown in details are for Dynabott Sieeve Anchors. Adjust min. clearances for Topper concrete screws se necessary. 2. Concrete screw locations of the comers may be adjusted to maintain the minimum edge distance to mortar joints. N concrete screw locations noted as 'MAX ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. DETAIL 2 91) DETAIL `�%utA irrieo j. Q Q\ VG,IA4 ° (t i f�*'FOF(IDAi5i17A flit V 6. N559P.1 �yo A N. zR A � v :sr S1�L� • I.• Q� O %F.SSOH� i9/ y�y DAIS Oa ea u SW8 As 00, f 7P V eo■• B1. • • P003WI f0 -00? ABA 2 40 AD-18 5 OF SEE DETAIL I --, •,,•• DETAIL T 8 EE Al HINGE JAMB !LENGE IAMB 4 I-Snge Option 3 Hinge Option 6 @, L 1 ONNWLELLONMCW .taiNALSOZ=. O=CNOONINNOSAV ONINC1=2■7=3.11.13 INIONON=IN7 SNIZIONONONiliON INICEM=SONNONGIC 12.00° MAX. ON CENTER FRAME MICHORM STRIKE JAM DETAIL 2 .............. \RANG 1040 SArIcN, et' 1-•:• N tN 25 uJ uJ 5.g 0 00 uJ uj to MCY.Engineering®Att net E 1 DATE EMI OC•PO.II 0.9 INTIED DRAWN L 11331Irl ORAN= NO. AD12 —113 8 OF 8 2.84" — - L.-4-033" °TUBE ANCHOR 0.06° L.- 1.85° 4.- 21) r C)H01.1.0IN METAL FRAME 1.63" 1 ID 001 1 0 0 0 11 125" •1 0.075" 1.17 —0.17 ?, (2) LATCH STRIKE REINFORCEMENT 0 ma eox REINFORCEMENT 47.3 125" 11.01> 1 1.17 II 0.075 0.18' 0 DEADROLT STRIKE REINFORCEMENT is, to o e o 0 s 0 (E) L. 0.18' 0.7 • E_-: 0.75" 1 0.75" OSTANDARD MORN 0008 HINGE ReIntorcemont middle and bottom hinge 4.3 0.75° J 4a 025" 1 g z0 Z d 130 ° .e 5 8 3.0 n MAUI 11.9 NM= DRAM, L PLIMILL1 MAIM 33 AD12- 18 7 OF 0 BILL OF MATERIALS REM 6 DESCRIFRON WIRRAL C 1 4` MAX. SHIM SPACE D 1/4" X 2-3/4" ELCO OR ITW CONCREFE SCREW - STEEL E MASONRY - 3082 PSI MIN. CONCRETE CONFORMING TO AC( 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE H 114" x 1-3/4" nw PM CONCRETE SCREW STEEL J 3/8" X 5" P94 ITW DYNABOLT SLEEVE ANCHOR STEEL M 3/8"X 5" TAPPER CONCRETE SCREW BY POWERS FASTENERS STEEL 1 "P4" STEEL DOOR PANEL - 2 DOOR SKIN - I 6GA (0.00 THK. STEEL, Fy = 40,3 T7 PST-04) BY MESKER STEEL 3 FOAM 1.0 PCF MIN. DENSITY POLYSTYRENE 4 DOOR TOP & BOTTOM CLOSER STEEL "7 5 LOCK BOX REINFORCEMENT STEEL 8 #12-24 x UT SELF TAPPER STEEL I 9 TUBE ANCHOR STEEL 10 1112-24X r COMBINATION MACHINE / WOOD SCREW STEEL 16 ANSI LATCH STRIKE STEEL 17 DEADBOLI STRIKE STEEL 19 DEADBOLT STRIKE REINFORCEMENT STEEL 20 WEATHERSTRIP (PEMKO 5-88) NEOPRENE 21 4-1/2" X 4-1/2" X 0.125* TEMPLATE HINGE STEEL 22 STANDARD (LONG) DOOR HINGE TOP HINGE REINFORCEMENT STEEL 23 STANDARD (SHORT) DOOR HINGE MIDDLE BOTTOM REINFORCEMENT STEEL 25 FRAME- 16GA (0.06° IRK) BY MESKER STEEL 27 LATCH STRIKE REINFORCEMENT STEEL 28 FRAME HINGE REINFORCEMENT STEEL 30 MASONRY 'TEE' ANCHOR (MESKER PFMTS STEEL 35 WIRE ANCHOR STEEL 40 THRESHOLD (IK—SrilA --6-0/896V) ALUMINUM 41 THRESHOLD (PEMKO 2005..V( ALUMINUM 71 DESIGN HARDWARE Dl-S SERIES DEADBOLT STEEL 72 DESIGN HARDWARE T SERIES ENTRY STEEL 76 DESIGN HARDWARE D2-S SERIES DEADBOLT STEEL 77 DESIGN HARDWARE IC SERIES ENTRY STEEL SrEs. 82 SURFACE BOLT (IVES SB453 OIMOOCKW D 580-8) 83 1/4' X 2-1/T PPH MS STEEL 87 Z ASTRAGAL (MESKER) STEEL 88 SURFACE BOLT PLATE STEEL 89 #8X 1-1/4' PPH SELF TAPPER STEEL 90 LOUVER (MODEL 1500-A-HRC BY AIR LOUVER ) 15rn-GAJ2464 STEEL 91 SURFACE BOLT FUME STEEL 92 #8 X 1-1/4" PPH SELF TAPPER STEEL 028" 0 0 t.....- 3.48' I. ■ - j Z ASTRAGAL 7- - SURFACE ROL T MATZ 2.88" 0 10 12.1 • ay • icil\ FRAME HOME 1"' Reinforcement VINYL INEA7Hbalt<IP THRESH= NGP #890 VINYL WEATHERS744 8 8 5 8 il 8 5 808 08- BO II SCAIE 80 88088 DION I. PROM" 12-037 DRAWN AP, AD12-18 ======= 8 OF 8 ow Po r ' - BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) NOV „1 2012 OHD P/N 308292 -0002 MIAMM -DADE COUNTY, FLORIDA Mr:11RO .DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode Overhead Door Corporation 2501 South State Hwy 121, Suite 200 Lewisville, TX 75067 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 610 Steel Rolling Door 10' -0" Wide APPROVAL DOCUMENT: Drawing No. D- 308123, titled "Series 610 Rolling Service Door 10' Dade County ", Sheets 1 through 3 of 3, dated 09/05/03 and 10/10/03, with Revision D dated 08/25/10, prepared by Overhead Door Corporation, signed and sealed by LeRoy G. Krupke, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: Large and Smiill Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0324.10 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 10- 0831.11 Expiration Date: September 16, 2014 Approval Date: November 24, 2010 Page 1 NO EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED ® REVISE AND RESUBMIT 0 REJECTED Review is only for general conforrnE;"- ?:: with the design conce:r:.!. of the project and general con—i plia:nce with the inft.3 lv{ra.ion given in the contract documents. Any action is subject to the requirements of the plans and specs ations. Contractor is responsible for: Dimensions whicf, shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of work with that of all other trades and the satisfactory performanc of work. NOI EL i L V ASSO �ATES, LLC _�� Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'1 "1ED A. DRAWINGS 1. Drawing No. D- 308123, titled "Series 610 Rolling Service Door 10' Dade County ", Sheets 1 through 3 of 3, dated 09/05/03 and 10/10/03, with Revision D dated 08/25/10, prepared by Overhead Door Corporation, signed and sealed by LeRoy G. Krupke, P.E. B. TESTS "Submitted under NOA # 05- 1003.23" 1. Test report on Uniform Static Air Pressure per TAS 202, Large Missile Impact Tekt per TAS 201, Cyclic Wind Pressure Test per TAS 203 and Tensile Test per AST on a "10' x 10" Steel Roll -Up Service Door ", prepared by Architectural Testing, In Test Report No. ATI- 01- 43463.01, dated 09/05/03, signed and sealed by Steen M. Urich, P.E. 2. Test Report # 9100550287 on Salt Exposure Fog per ASTM B -117 on G30, G40 & G90 samples, prepared by Environmental Testing Laboratory, dated 03/13/06 and signed by B. Richard. C. CALCULATIONS "Submitted under NOA # 05- 1003.23" 1. Calculations for Dade County Product Approval of 24, 22, 20 & 18 Gauge Rolling Garage Door, prepared by Overhead Door Corporation on sheet 2 of 3, signed and sealed by LeRoy G. Krupke, P.E. on 09/16/05. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Code compliance (FBC 2007) and No interest letter prepared by Overhead Door Corporation dated 04/20/09, signed and sealed by LeRoy G. Krupke, P.E. "Submitted under NOA # 09- 0324.10" jr/r o 0 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 10- 0831.11 Expiration Date: September 16, 2014 Approval Date: November 24, 2010 E -1 L.> NOTES 1. ( -W/L) - NEGATIVE YONDLOAD ( +W/L) - .POSITIVE WINDLOAD 2. WALL ANGLES MAY BE WELDED TO STEEL JAMB. SEE SHEET 2 FOR DOOR WELD DETAIL 3. RATED DESIGN LOAD 388 PSF. 4. CURTAIN MATERIAL: ASTN A -853, CS TYPE B. WIDE MATERIAL ASTM A -38 5. ALTERNATE CURTAIN MATERIAL: AIS1 -304 SS. MINIMUM YIELD 40,000 PSI. 9. CURTAIN MATERW. SHALL BE GALVANIZED ACCORDING TO ASTM 8-525 TO 040 MINIMU►L 7. THE DOOR MUST BE &STALLED WITH THE TENSION WHEEL FACING 7HE INSIDE OF THE BUILDING. B. SLIDE 6013S MIDST BE ENGAGED AND CHAIN MUST BE HOOKED WHEN HURRICANE WINDS ARE ANNOUNCED 9. WINDLOC L MATERIAL: LOW CARBON CAST STEEL, GRADE 70-48 (485 -250) PIM ASTM A27. MN TENSILE 70-19 MIN YIELD 38 -951. MN ELONG 22% 10. WINDLOCKS ATTACHED TO EACH SLAT (CONTINUOUS) 11. RIVET SPECIRCATIONS 1/4' DIAMETER RIVET, MINIMUM 1008 LOW - CARBON STEEL. GUIDE F---- (10. SHOWN) 24' MAX OPENING INTERIOR 1 BEE DETAIL 'D• FOR BOTTOM BAR EXTERIOR 810210122.11=1.6.' ' 82231101 63161:112241 9001 C- 187 - DOOR » REF. SUMMARY LDS /FT DOOR HEIGHT SE- M0UNT) LOADS WALL BOLT STEEL JAMB -MOUNT) LOADS 22 GA •• 20 GA 18 GA 22 GA •• 20 OA 18 GA FIE/0110N 4182 3933 3333 1115 1057 919 NORMAL 325 325 325 325 325 325 PARALLEL 958 897 750 958 897 750 CO 9111a 3)21 01900 NAP BUD 6/16 -15 X 1 -1/2 ORME BOLT • 2 -1/2 X 2X3/16 ARA1E SECTION 'C -C' 2 X 3/18 FIAT STOCK HALF SLAT 6 3/18 13 5/8 8 3/4 2-1/2 X 2 X 3/16 AAWLE 5/16 -18 X 1 CARRY= BOLT WEOI.6UBINP J "C „1 BOTTOM BAR 3 3/4 --{ Tr MINIMUM En6E 06BtN12 L*0 NORM Forme ■ui .I ■ 1-0/21 2.18118¢ • 2000 PSI MINIMUM & 8' MINIMUM EDGE DISTANCE FOR ANCHORS 22 GA C -187 SIAM GAUGE OPIIONS: 22 ••, 20, 18 •• TESTED IN ACCORDANCE WITH DADE COUNTY PROTOCOLS TAS 201 -94, 175 202 -94, MID TAS 203-94 SERIES 611 IS EQUIVALENT CONSTRUCTION aPROOQCI BBV181D 66 complying tnldlds• FTmid■ %Whig Cade A6969 e. NB . O-1 .. 1, Eopi58M /1 /11741' /4 as COMM rNm AMU r orlains IPS NOM II moilarm 4.11•41113,1, 8146. t511. 41114 1e OVERHEAD DOOR CORPORATION 280 1X 7 121 BUSINESS LSROY 0. KRUPKE, P.E. /38550 oe TWUJON ■®4 Traltnne •T"°41-' Im Nr1mm JD PAS 6/8/03 9/8/03 9/8/03 ■� SERiES 810, R 1VIGDADS WCEDOOR D— 308123 e8 NONE Ow 1 or 3 ASSEMBLY BOLT WALL BOLT STEEL JAMB WALL BOLT • CONCRETE JAMB C-107 3/8' GRADE 5, 12' O.a 3/8' GRADE 5,Y. 11' as gra BOLT 1/2', 4. 01B POWERS MOPE 601 11' 0.C. • 2000 PSI MINIMUM & 8' MINIMUM EDGE DISTANCE FOR ANCHORS 22 GA C -187 SIAM GAUGE OPIIONS: 22 ••, 20, 18 •• TESTED IN ACCORDANCE WITH DADE COUNTY PROTOCOLS TAS 201 -94, 175 202 -94, MID TAS 203-94 SERIES 611 IS EQUIVALENT CONSTRUCTION aPROOQCI BBV181D 66 complying tnldlds• FTmid■ %Whig Cade A6969 e. NB . O-1 .. 1, Eopi58M /1 /11741' /4 as COMM rNm AMU r orlains IPS NOM II moilarm 4.11•41113,1, 8146. t511. 41114 1e OVERHEAD DOOR CORPORATION 280 1X 7 121 BUSINESS LSROY 0. KRUPKE, P.E. /38550 oe TWUJON ■®4 Traltnne •T"°41-' Im Nr1mm JD PAS 6/8/03 9/8/03 9/8/03 ■� SERiES 810, R 1VIGDADS WCEDOOR D— 308123 e8 NONE Ow 1 or 3 D NOTBB • CALCULATIONS; 22 GA .275 Ic, a 0.0028 Area - 0.1021 .278 ba. a 0.0033 Area - 0.1227 .285 Ix. - 0.0045 Area - 0.1608 CURTAIN SLAT PITCH - 1.90 M. OR 8.316 SLATS PER FOOT, PROPERTIES ON A PER FOOT BASIS: CALCULATIONS SHOWN FOR 22 GA. SLAT. WMDLOCK SUP DISTANCE a 0.825 IN. /SIDE W or DOOR WIDTH Iw- 10 Fr. 1 D - CURTAIN DEFLECTION D - [0.75 (12) W (WINDLOCK SUP)]' -' D - [0.75 (12) (10) (0.825)]'x' D - 7.50 16. 1 S. - YIELD STRESS OF SLAT MATERIAL & - 40,000 PSI E - MODULUS OF ELASTICITY E e 29,000,000 PSI • WINDL0A0 HELD N BENDING 0. ° 4 OR 2S4-(LESSER VALUE) Q ® 2(09 000 0001(0 0177)17501 45(10) 0s - 17.11 PSF 2(40.0001(0.0177) 3(10' )(0.275) 10- 85 PSF1 • WNDLOAD HELD IN TENSION • - 0. 0. or 85 - 17.11 0. - 47.89 PST' L or 20E0•2 M:1113E7M1 • - THRUST LOAD ON GUIDES PER FOOT OF HEIGHT. IL - 325 LB/FT. I L = TENSION /SLAT L - 958/6.316 Mt - MAXIMUM RESULTANT MOMENT APPLIED TO JAMB (Z- MOUNT) 11, - 858(3.083) +325(2.125) 1M, - 3825 IN•L8 1 M. - MAXIMUM RESULTANT MOMENT APPLIED TO JAMB (E- MOUNT) M.- 958(3.063) + 325(0.625) Iw - 3137 IN •LB 1 BEM DESCRIPTION: SEW -TUBULAR OVAL HEAD. MATERIAL LOW CARBON STEEL, ZINC OR CADMIUM PLATED. 5)20, 3/16 IN. DIA. X 3/8 IN. LONG A. - CROSS SECTIONAL AREA/RIVET zdt A. - 0.027 DP S. - SHEAR STRESS ACROSS TWO END RNETS Ss - L /(2 •A.) S. - 152/(2.0.027) IS. - 2815 PSI 1 WINDBAR WELDS • AREA OF WELD A. a LENGTI•FILLET WIDTH A. - (2)(0.1875) A. = 0.375 IN' S. - SHEAR STRESS ACROSS WELD S. - (7 9)(958 LB/FT)(1 FT /12 1N)/(0.375 IM) IS. - 1488 PSI 1 WALL ATTACHMENT BOLTS (MAXIMUM LOAD) ErEE IAUa_ WIND O i W - WALL ATTACHMENT BOLT REACTION R. = (11/12(3137)]/0.78 (R. - 3784 LB.) CONCRETE JAMB- POSTNE WINOL0AD -MOON 11 R. a [14/12(3625))/3.25 IRs - 1301 LB.I 3/16' THICK (MINIMUM) EDGE OF OPENING WALL ATTACHMENT WELD A. a AREA OF WELD A. - 1 1/2 x 2 x .188 x .707 A. - 0.399 IN' 5, - SHEAR STRESS ACROSS WELD S. - 11/12 (958) / .399 S. - 2201 PSI T. - TENSION STRESS FROM BENDING AND NORMAL LOAD T. - T. /A. + hl, /[WELD LENGTH x WELD WIDTH AT ANGLE x WELD SIZE x .707] T. or 11/1211325/.399 + 3625/[1.5 x 2.25 x .188 x .707]] T. - 8154 PSI R. - RESULTANT WELD STRESS R. - (S, + T.' )" IRs - 8445 PSI 1 TOP VIEW FRONT VIEW OF WALL ANGLE DETAILS FOR WELDING "E" GUIDES TO STEEL JAMBS PRODUCT �REVISED B4coOplyNg waft Weids BNB 81 •// 9llaf t OVERHEAD DOOR CORPORATION 2501 SOUTH STATE F(W( 121 BUSINESS LLEi R G. KRUPKE, 7 P.E #36580 a.xo 01110106. MOM ..a WPM 0 1181883244) 115f r o 1711. K WILSON mom © JDFAW • � I"M N/A L KRUPKE " a...a SERIES 810, 8/8/03 ROW]HO SEROIJ DOOR C 10 DADE COUNTY 9/5/03 D- 308123 EXI 9/5/03 we NONE I x10 2 M 3 I(IN') A(•') C(IN) 22 GA 0.0177 0.8481 0.275 20 GA. 0.0208 0.7712 0.279 18 GA 0.0285 .9953 0.278 CALCULATIONS SHOWN FOR 22 GA. SLAT. WMDLOCK SUP DISTANCE a 0.825 IN. /SIDE W or DOOR WIDTH Iw- 10 Fr. 1 D - CURTAIN DEFLECTION D - [0.75 (12) W (WINDLOCK SUP)]' -' D - [0.75 (12) (10) (0.825)]'x' D - 7.50 16. 1 S. - YIELD STRESS OF SLAT MATERIAL & - 40,000 PSI E - MODULUS OF ELASTICITY E e 29,000,000 PSI • WINDL0A0 HELD N BENDING 0. ° 4 OR 2S4-(LESSER VALUE) Q ® 2(09 000 0001(0 0177)17501 45(10) 0s - 17.11 PSF 2(40.0001(0.0177) 3(10' )(0.275) 10- 85 PSF1 • WNDLOAD HELD IN TENSION • - 0. 0. or 85 - 17.11 0. - 47.89 PST' L or 20E0•2 M:1113E7M1 • - THRUST LOAD ON GUIDES PER FOOT OF HEIGHT. IL - 325 LB/FT. I L = TENSION /SLAT L - 958/6.316 Mt - MAXIMUM RESULTANT MOMENT APPLIED TO JAMB (Z- MOUNT) 11, - 858(3.083) +325(2.125) 1M, - 3825 IN•L8 1 M. - MAXIMUM RESULTANT MOMENT APPLIED TO JAMB (E- MOUNT) M.- 958(3.063) + 325(0.625) Iw - 3137 IN •LB 1 BEM DESCRIPTION: SEW -TUBULAR OVAL HEAD. MATERIAL LOW CARBON STEEL, ZINC OR CADMIUM PLATED. 5)20, 3/16 IN. DIA. X 3/8 IN. LONG A. - CROSS SECTIONAL AREA/RIVET zdt A. - 0.027 DP S. - SHEAR STRESS ACROSS TWO END RNETS Ss - L /(2 •A.) S. - 152/(2.0.027) IS. - 2815 PSI 1 WINDBAR WELDS • AREA OF WELD A. a LENGTI•FILLET WIDTH A. - (2)(0.1875) A. = 0.375 IN' S. - SHEAR STRESS ACROSS WELD S. - (7 9)(958 LB/FT)(1 FT /12 1N)/(0.375 IM) IS. - 1488 PSI 1 WALL ATTACHMENT BOLTS (MAXIMUM LOAD) ErEE IAUa_ WIND O i W - WALL ATTACHMENT BOLT REACTION R. = (11/12(3137)]/0.78 (R. - 3784 LB.) CONCRETE JAMB- POSTNE WINOL0AD -MOON 11 R. a [14/12(3625))/3.25 IRs - 1301 LB.I 3/16' THICK (MINIMUM) EDGE OF OPENING WALL ATTACHMENT WELD A. a AREA OF WELD A. - 1 1/2 x 2 x .188 x .707 A. - 0.399 IN' 5, - SHEAR STRESS ACROSS WELD S. - 11/12 (958) / .399 S. - 2201 PSI T. - TENSION STRESS FROM BENDING AND NORMAL LOAD T. - T. /A. + hl, /[WELD LENGTH x WELD WIDTH AT ANGLE x WELD SIZE x .707] T. or 11/1211325/.399 + 3625/[1.5 x 2.25 x .188 x .707]] T. - 8154 PSI R. - RESULTANT WELD STRESS R. - (S, + T.' )" IRs - 8445 PSI 1 TOP VIEW FRONT VIEW OF WALL ANGLE DETAILS FOR WELDING "E" GUIDES TO STEEL JAMBS PRODUCT �REVISED B4coOplyNg waft Weids BNB 81 •// 9llaf t OVERHEAD DOOR CORPORATION 2501 SOUTH STATE F(W( 121 BUSINESS LLEi R G. KRUPKE, 7 P.E #36580 a.xo 01110106. MOM ..a WPM 0 1181883244) 115f r o 1711. K WILSON mom © JDFAW • � I"M N/A L KRUPKE " a...a SERIES 810, 8/8/03 ROW]HO SEROIJ DOOR C 10 DADE COUNTY 9/5/03 D- 308123 EXI 9/5/03 we NONE I x10 2 M 3 1. MATERIAL: ALUMINUM 3003 H14 (0.03 THICK) WITH TRANSPARENT KELSTRIP COVERING. 2. COLOR: HANSCHY RED CS 2311. 3. STAMP FACTORY ORDER NUMBER HERE. 4. i1 LLI HA MUST BE STAMPED ON ROWNG FIRE DOORS TO IDENTIFY MANUFACTURING PLANT (1.0., USE 'P' FOR PENNSYLVANIA). S. FASTENER FOR TAG IS P/N 080276- 1004(STEEL DRIVE SCREW). TAG WILL BE MOUNTED IN THE MIDDLE OF THE BOTTOM BAR. 8. STAMP SLAT TYPE HERE. 7. STAMP ACCEPTANCE NUMBER HERE .125 DIA 2 HOLES DADE COUNTY PRODUCT CONTROL APPROVED SLAT ACCEPTANCE 0 I REV PER EA 500599 I RAY ISRT JOB NUMBER 307911 -0001 OVERHEAD DOOR CORPORATION 4/20/99 DALLAS, TEXAS I O�E4ILEAD D0�Rh the atahaaiare (T+a/ 4.70 5.00 .15 P/N 307911 -0001 - DADE CO. APPROVAL. TAG. ROLLING DOORS & GRILLES SCALE: 2/1 DETAIL "E" as SCALE 4/1 SLIDE BOLT 01.263 COW= OM= aaseeeeese N A N/A"'"'" r"-N/A NM In M =MAC 1!4 OVERHEAD 000R CORPORATION 2L WISVILLE, T STATE 087 121 BUSINESS LeROY G. KRUPKE, P.E. #36580 a"y ae."o mo SERIES 810, ROLLING SERVICE DOOR 10 DADE COUNTY 10/10/03 JpOmF�AW 10/10/03 L KRUPKE 10/10/03 D- 308123 NOTED I ow 3 ar 3 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND R AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Services Corp. 7450 NW 4e Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the. right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Fixed Window — N.I. APPROVAL DOCUMENT: Drawing No. W97 -11, titled "Series Aluminum Fixed Window - N.I. ", sheets 1 through 5 of 5, dated 06/24/97, with revision E dated 02/21/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P,E., bearing the Miami —Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: None. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 12- 0229.06 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above, The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY !RODUCT CONTROL SECTION 1 X05 SW 26 Street, Room 208 Florida 33175 -2474 (786) 315 -2599 ade.aov /pera NOA No. 12-0503.02 Expiration Date: September 17, 2017 Approval Date: August 02, 2012 Page 1 1!I! NO EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED 0 REVISE AND RESUBMIT 0 REJECTED Review is only for general conformance with the design concept of the protect and general comptiant;i1 with information given in the contract docAthioni.s. My act..:_:! shown is subject to the requiffnervis th specifications. Contractor is respory,--:. which shall be confirmed and corrt:11:1'ie:-.: abrication processes and iochnc,y.2. oordination of work with Ilia L ' and atis actory pe m ce o omit. •■■ Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W97-11, titled "Series Aluminum Fixed Window (N.I.) ", sheets 1 through 5 of 5, dated 06/24/97, with revision E dated 02 /21/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL -5379, dated 09/05/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 0713.01) 2. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI -97 -1096 and HETI -97 -1097, dated 05/06/97, both signed and sealed by Hector M. Medina, P.E. (Submitted under previous NOA No.99- 0629.01) 3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94 3) Water Resistance Test, per SFBC, PA 202 -94 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94. along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL -1162, dated 06 /01 /95, signed and sealed by Yamil Kuri, P.E. (Submitted under previous NOA No.95- 0630.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 11/18/09, signed and sealed by Arshad Viqar, P. E. (Submitted under previous NOA No. 10-0107.05) 2. Glazing complies with ASTM E1300 -04 Manuel Per .E. Product Control Ex < ner NOA No. 12- 0503.02 Expiration Date: September 17, 2017 Approval Date: August 02, 2012 E -1 Goni Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and no financial interest, dated February 20, 2012, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No.12- 0229.06) 2. Laboratory compliance letter for Test Report No. FTL -5379, issued by Fenestration Testing Lab., Inc., dated 09/05/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No.07- 0713.01) 3. Laboratory compliance letter for Test Reports No. HETI -97 -1096 and HETI -97 -1097, issued by Hurricane Engineering & Testing, Inc., dated 05 /06/97, both signed and sealed by Hector M. Medina, P.E. (Submitted under previous NOA No.99- 0629.01) 4. Laboratory compliance letter for Test Report No. FTL -1162, issued by Fenestration Testing Lab., Inc., dated 06/01/95, signed and sealed by Yamil Kuri, P.E. (Submitted under previous NOA No.95- 0630.06) G. OTHERS 1. Notice of Acceptance No. 12- 0229.06, issued to Gopi Glass Sales & Services Corp. for their "Aluminum Fixed Window - N. I. ", approved on 04/26/12 and expiring on 09/17/12. Manuel Pe E. Product Control Ex ner NOA No. 12- 0503.02 Expiration Date: September 17, 2017 Approval Date: August 02, 2012 E -2 WIDOW ALLOWABLE LOADS FOR ALTERNATE SNAPIS AS SHOWN ABOVE OR SOLAR CAN OE VERIFIED BY MORENO PICTURE WINDOW SHAPE WITHIN SQUARE 0R RECTANGLE AS SHOWN IN DOTTED LINES MO ORMOBNO ALLOWABLE LOADS FROM THOS SHAPES ALUMINUM FRIED WINDOW DESIGN LORD RATINGS FOR THESE WINDOWS ID BE AS PER CHARTS SHOWS ON SHEETS 2. APPROVAL APPUES TO SNORE UNITS OR SIDE BY SIDE COMSMAI1O.S OF FIX/FIX. OR FILED WITH OTHER WINDOW TYPES W MODULES O TWO OR MORE WINDON3 USNO MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DE31Od PRESSURE FROM 9045098 OR MULLION APPROVAL DULL APPLY TO ENTIRE SYSTEM. nos PRODUCT HAS BEEN DE90MED two }PSTED TO =Kr WITH THE REWRITE/TENTS OF THE FL01DD& BUILDING CODE INCISORS HIGH VELOCITY HURRICANE 2098 DMZ). '000D SUCKS BY O1HE89, MUST 80 ANCHORED P Y TO TRANSFER LOW TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOAT! ON DETAILS. ANCHORS EMBEDMENT TO BASE MATED& SHALL BE BEYOND WAN. DRESSING OR STUCCO. ANCHORING OR LOADING COMMONS NOT SHOWN IN THESB DETAILS ARE NOT PART OF ORS APPROVAL A LOAD DURATION INCREASE S USED 0T DESIGN OF ANCHORS 080 K000 ONLY. MATERIALS INCLUDING BUT 10T LIDDED DO ETEELIMETAL SCREWS THAT NAME INTO CONTACT WTIH 07HER 0980N LAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4, MOL Cam Nmbtles 0408. WINDOWS NOT RATED FOR 1EIN0LT. INSTALIA1ION OF THIS PRODUCT W THE HVHZ ARM MOMS THE USE OF APPROVED SHUTTERS OR 0ITSBHAL PROTECTION DEVICES COMPLYING PATH MHZ REQUIREMENTS. INSTAAATON OF THIS SYSTEM OUTSIDE THE YWHZ AREA SHALL MEET THE APPLICABLE REQUIREMENTS FOR WIND BORNE DEBRIS PROTECTION. DREW LOAD CAPACITY - RAF WINDOW MIS. 8/10' 4181. 07.428 1/4" 4105 01388 0 /15" 13877. 85408 DEEM Learn 817.(+) INT.(-) fXL(+) 1112( -) 617.(+) 00.( -) 10 -1/8• 779 77.8 120.8 12.5 133.3 1832 28 -1/2' 24" 57.3 57.3 88.7 60.7 1333 138.8 32" (3) • 60/.3 8773 867 667 1133 1358 37' 20" 053 053 867 867 1312 1312 4• (3) • 873 57.3 84.1 84.1 1238 123.9 48' 39" 05.3 57.3 717 78.7 117.3 117.3 83 -1/8' (3) 50. 868 782 780 1133 113.3 10 -1/8" 77.7 77.7 1052 1062 1333 154.5 28-1/1" 682 882 058 W.0 *262 1762 32' 49• 468 466 72.1 72.1 112.8 1128 37' 35 -3/8" 40.3 403 02.3 52.3 97.6 879 43. (4) 389 388 05.1 661 961 94.1 48" 3118 389 861 661 961 04.1 83 -1/9" M" 308 388 80.1 80.1 867 967 70 -1/e" (6) 728 792 07.4 97.4 133.3 143.4 28-1/0. 582 882 77.2 772 1137 1117 32' 466 468 690 098 101.0 *018 37' 59 -8/6' 403 403 52.3 013 94.7 942 4r (5) 388 365 548 54.9 869 052 48"" 319 31.0 488 480 782 762 33 -1/6' 20.4 264 468 48.8 71.3 713 10 -1/6" 34" 688 68.8 03.1 811 1333 137.1 28-1/r (7) 833 813 72.2 722 1003 1063 32" 488 420 83.3 633 932 912 37' eT 443 40.3 878 578 85.1 83.1 43. (8) 366 305 53.8 63.9 764 79.4 46' 105• - - 488 45.0 749 74.9 53 -1/6" (9) - - 43.4 43.4 M8 05.0 19 -1/6" 120" 052 058 908 00.8 1333 1335 20 -1/2' 091 81.3 513 5.4 89.4 102.2 101.1 32' 388 058 54.8 548 866 88.8 37" 74 -1/4" 368 35.9 466 468 861 80.1 42" (7) - - 43.5 438 73.8 735 48" - - 428 480 088 888 53-1/8• - - - - 882 60.1 • N0. 84 PARADTH AS MODE 101. OF N6170fl8 4.7 0011851 5202 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON A5T64 01300 -04 (3 SEC. GUSTS). DEMON LOAD CAPAQPY - P81 8M09 000. 9/146/N l/M . e //mom MOM MOM p7.(4) 60.( -) 473(4) 8774-) 2.M.(4) N77.( -) 24" 01.7 617 90.7 931 1313 160.4 38• 24" 01.7 61.7 94.4 944 133.3 1380 43- (3) • 513 617 03.9 63.9 1218 1532 M• 059 57.9 78.7 717 118.8 1186 24" 81.7 817 94.4 04.4 133.3 1399 34' 39" 41.1 41.1 84.1 04.1 1063 100.3 48' (3) 41.1 41.1 64.1 64.1 00.9 988 60" 41.1 41.7 69.9 892 883 88.3 14" 617 51.7 838 83.9 123.8 123.8 38" 49• 41.1 41.1 84.1 94.1 089 90.9 48" (4) 308 308 480 488 702 762 00• - - 49.0 482 752 782 24" 052 579 752 767 115.8 1168 30" M" 41.1 41.1 680 59.9 883 85.3 40" (6) - - 480 405 012 782 00" - - 384 38.4 60.1 962 24' 888 088 70.8 768 111.1 1113 38• 72" 373 378 49.8 098 82A 894 48" (6) - - 43.8 43.8 69.5 058 60" - - - - 682 642 24" 860 042 734 73.4 1081 7081 38' 34" - - 42.1 42.1 748 788 40' (7) - - - - 64.9 54.9 24• 05.0 529 718 719 1062 7052 36" 09" - - 341 38.1 709 780 49' (8) - - - - 813 519 24" 105• 52.1 52.1 708 70.8 1043 104.3 30• (9) - - - - 74.1 74.1 24' 120" - - 65.0 63.4 1030 107. 38' 091 - - - - 72.7 737 • No. 94 PARENTHESIS 5457741! NO. OF ANCHORS 41 mom Salts SILICONE AWL OMR AND IEOIR 09901810151 7*54 OE 077197124 41991041.1.7 OR 4078901474.47 M 04000 5510. utb 12 yOO pi GLAZING DETAIL GLAZING DETAIT. INSIDE GLAZED TIDE OUTSIDE 018054D WDW, 41081 267 IYNCAL NORM SEE aEV. FOR SP.,.,,, II MULIJON f (AUNTY Mc1102 D ' SEPRRP NOA j LJ WOOD BUCKS AND METAL STRUCTURE NOT BY COPT GLASS MUST SUSTAIN LOADS IMPOSED BY IAAZINO SYSTEM AND TRANSFER THEM TO THE QUIDINC STRUCTURE. TYPICAL ANCHORS: see ay. FOR SPACING ] /1A° DLL OLTRACON RY 'EL1:O'(Yw1Y7 1{td. F}.1155 149) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MPI. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" ESN. ETa3M INTO CONC. OR MASONRY 112 1I? r ORAL I n.I EGERES (ORME 4 am WO MIEM —DADE COUNTY APPROVED MULLIONS (MN. RM. - .090 INTO METAL STRUCTURES STEEL : 12 CA. MIN. (FY - 38 KS1 MIN.) ALUMINUM 1 1/8° TNK. MIN. (8083 —T3 MOT.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PONIED) ER ACA 8001 O EGE INTO CONCRETE AND MASONRY - 1-7/8" 4111. INTO V(000 STRUCTURE > 1" MN. INTO METAL STRUCTURE - 3/4" SOL CONCRETE AT HMS 1$L. OR JAMBS fa - 3000 19 SAL C-90 HOLLOW/RUED BLOCK AT JAMBS Pm - 2000 PSI 441 =LAM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOMR SEALER. OUTSIDE GLAZED WINDOW W97 -11 • ITEM 1s» 3 0 FRAME I.G. WINDOW 1.378 13375 3111 TTP ,811 all ® FRAME Q.C. WINDOW 0 GLAZING STOP PAST A 111371171 s 4 4 ,gym 11131131 F A AS (Ls. 1m) 1114 MK (0.a Mt) ONIDW STOP 6663 -T6 6003 -@ FRAME CORNERS BUTT .SITS WITH TABS AND SEALED WITH CLEAR COLORED SEALANT FRAME CORNER DETAIL 60. W97 -11 sheet 501 5 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit T e: BUILDING OWNER: Name (Fee Simple Titleholder): Address: /d 300 I6 ff212 City: Mi //144 i S 'i2G' Tenant/Lessee Name: Permit NoCjC Master Permit No. ROOFING b/,.q a lv&a.51i-y Phone #: 3a5 - jqq . men- State: � Zip: 3S 1 4 i Phone #: Email: 190 MOW-. JOB ADDRESS: //3OD iV ,,2 AlICauG &SW /$0rib C---"J 7-4/4.4 C City: Miami Shores County: Miami Dade Zip: 33 i b0 Folio/Parcel #: %/_ ai 3 6- an- erb So Is the Building Historically Designated: Yes NO Flood Zone: 1;149■J pp�� p��� 7 %6�- Fof6 CONTRACTOR: Company Name: / A-( W,Jsneac17O/J CAW Phone #: q‘C °e27fra2.6- $3 Address: i0 g6 A/& 11--e. C01447- City: itbiA - 7) A-4.6 State: f-Z- Zip: g s©D f Qualifier Name: M/11214- litiot(&Xg Phone#: State Certification or Registration #: C a-C /5/ gz1. 75- Certificate of Competency #: Contact Phone#: /VP--a2'#& .2S83 Email Address: 1611-..) C c'MG-/tAt.b s-We -1i t cote. COm DESIGNER: Architect/Engineer: $4 414 et- Sy,o kLOV ski As50C4 A-7as Phone #: 9S''- q6/-6806 Value of Work for this Permit: $ /00A flab .- Square/Linear Footage of Work: OSO ?Cr Type of Work: Addition ❑Alteration AiNew ❑Repair/Replace Description of Work: fob %fi /C .w PM U7 i- 1C -A 4� /i GLI,t.1)f46:3 ❑Demolition ******** * * * *** **** **** ** *************** Fees*:************ * *** *** * ********m**** ******* *** Submittal Fee $ Permit Fee $ 571.(00 a, CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ S 6 . Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approves and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 1Z-, by (.6 raovrnlIZP who 1 Prsoially known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The foregoing instrument was acknowledged "before me this r2 . day of nirG , 20 11-, by / ork- 1-144,1 Pi , wh ersonall 1 4ti to me or who has produced as identification and who did take an oath. NOTARY PUB u u� y Commission Ex n�;�. Jonathan Cueste ,;,���'Wh4h11�lON #EE041198 4.°•` D(PIRES: NOV. 09, 2014 * *** :x:m+x*x * ****a:**** ***+xx:**** **** ** * *****:x*+x****** ** *** ** ** x**** *** *+x**+x***** ' 0h* APPROVED BY (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Plans Examiner /r//2- Zoning Structural Review Clerk 04/12/2012 11:56 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 11001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2437 RECIPIENT ADDRESS 919542412586 DESTINATION ID ST. TIME 04/12 11:55 TIME USE 00'50 PAGES SENT 2 RESULT OK Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ea l2. -`t52- Job Name 3M -f 1 uv r v t T y Date 3 -24.12 STRUCTURAL CRITIQUE SHEET Pr2-0 v, oC SP : t+v-s Pe=C it'a rJ -Fo rt$ -rvA l-t �.vrz� 9c! _ c o '01,194C -tibia . 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Folio Number:1121360010160 Owner's Name: BARRY UNIVERSITY Job Address: 11300 2 Avenue Miami Shores, FL 33138- Owner's Phone: Total Square Feet: Total Job Valuation: 0 $ 180,000.00 Contractor(s) Phone Primary Contractor EMERALD CONSTRUCTION CORPORATION (954)241 -2583 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 3/15/2012: Yes Comments: Miam, Shores Viiiage Building Department RECEIPT PERMIT #: CC— 3 —9- ~ �� DATE: GiiContractor o Owner o Architect Picked up 2 sets of plans and (other) Address: 1/30 l 6 a ,» 41/2") g1� 460 Aes'ir -y From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 C`?'t`(6 40Sr euc eesiJj v Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: CsF� Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. ea (2 —Lr 32_— Job Name BA-RAY ow( I i 7/ Date 3 -24 -192- STRUCTURAL CRITIQUE SHEET r' F'iaov oc gP: i,.rsc'€c -f rD -Far-i5 1. 0rya/ 901.1— Co P4- fr a11,. Pec' ..tee. s- -30116 134 2.412.SWO. Permit No: 12-452 Job Name: April 6, 2012 IVIiami Shores Viiiage Building Department Building Critique Sheet Provide approval from Miami Dade Fire. rovide approval from Miami Dade County DERM. Provide approval from Miami Dade County Health Dept. (DOH /HRS) Provide receipt from Miami Dade County Planning and Zoning for impact fees. Provide all permit applications prior to any further review. rovide separate permits for electric, fences, walls, signs and roof. Provide an accessible route from the newticket feature to the bleachers and bathrooms. / Provide the geotechnical report with soil bearing capacitycertificate. J ffovide the wind load design criteria for the cbdding, walls and backstop. el#Provide product approval for all windows and doors that have been reviewed and signed approved by the designer of record. Provide a detail scope of work including the new netting. Show all work in the scope on he site plan area of work. ndicate the elevation of the exterior walks in relation to finished floorat access.. The concrete note on 8-1 is double printed. The wall details from the structural and architectural do not match and do not match the oor plan or schedules. Detail 3/S -2 does not match the plans. The elevations shown on the plans are all different. The beam elevations do not match the bldg elevations the plan notes do not match the structural. Please determine the height and make them all match. The roof drainage shows a W per foot but the structural plans do not show any pitch in slabs or topping. Provide hollow core shop drawings. (future) 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1/ 500 o✓ O c244, A1-12- City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes FBC 20 Permit No. Master Permit No. Cc--1 ROOFING NO OWNER: Name (Fee Simple Titleholder): z5-r7 Phone#: Address: US ,4.I °" City: MNl-,1 5141) re"' State: Zip: 3� 101 Tenant/Lessee Name: Phone#: Email: y,4o� ; f • 7qTX CONTRACTOR: Company Name: .� -e ,41 c 6245.46.,a',(2.-, GT • Phone#: Ts Y -.act) -day Address: /op, �H✓ / off- Co.fr+ City: / — Ld State: Pi • Qualifier Name: hih ✓A4AlG it State Certification or Registration #: 0 6e. is-1 g l$ Certificate of Competency #: Contact Phone #: Email Address: r#79/4 - DESIGNER: Architect/Engineer: //, q, .'e'1 S y4 4 ) OJ('S 1e--4 Phone#: Value of Work for this Permit: $ ® ffSAtED Square/Linear Footage of Work: rigC- DNew Repair/Repl Zip: ,3...3G1�7". Phone #: Type of Work: DAddition ,SAlteration Desert ' » on of Work: S^O DDemolition /Jr# -w / f1 t ,.d) -) C2-4 -' Color thru tile: * *** * * * * * * * * * * * * * * * * * * *** ** xis: *********Fees*********** * * * ** r **+x********** * *** **** n ***** Submittal Fee $ Permit Fee $ /0 ©° CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City '— State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for F.I.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YQUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve a reinspection fee will be charged Signature Signature vv\ Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1 The foregoing instrument was acknowledged before me this Ft day of J �t''y , 20 17--; by ( ixj , day of ,2O(—,by A* - 144-iohl , h orsonally known to one or who has produced As identification and who did take an oath. NOTARY PUBLIC: APPROVED BY cy--",,,e 0,y/ L-, who is Eerson. y known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) tteacAv in. Jonathan Cuesta My Commission Ex G7+`: COMMISSION #E 041198 ,� •..• off. EXPIRES: NOV. 09 2014 '4�7u� `'� WWW.AARONNOTARY.com Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFH 11.2R0 1 810593 OR L'.k 28032 Fs 14021 ilea) REC13RDED 03/13/2012 10:55 :37 HARVEY MIN, CLERK OF COURT NIAIII -DARE COUNTY, FLORIDA LAST PAGE 1. Legal description of property and street /address: WRILY tANIWIE11.1 Roo NE 2N AVG tkiAA41 510W 5S' , L 3161 2. Description of improvement 3. Owner(s) name and address: 121V4Y 04NWont. 1130b..N 2.noj Ave MI NM sUo et/ 331 1 Interest in- property. Name and address of fee simple titleholder: 4. Cont = . or's name and address: etA (1 (&) 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1Xa)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is Signature of Owner Print Owner's Name trioftd. Fdabirei S Sworn to and subscribed before me this t "day of Milett Notary Public Print Notary's Name My commission expires: Prepared by ∎Ib i'—y -j' Ypi) , 20 Address � 30 0 T1 c Q U e• x!1/1 f;:ctnv 1 i+tt7rec. Lot t 129.0132 PAGE 4 BN2 STATE OF FLORIDA. COUNTY OF DADE 1 HEREBY CERTIFY that this �s a true copy of the of omgrnii rAei•.d /Q t�js in ..._. day IYI itl ,A0 Official Seel. of Circuit and County Courts WITNESS my hand a HARVEY R Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE, NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by Emerald Construction to perform special inspector services under the Florida Building Code at the HSC Baseball /Softball Entrance project on the below listed structures as of June 15. 2012 (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: CC- f . ° ❑ SPECIAL INSPECTOR FOR PILING, FBC 1822.120 (R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES >35' LONG OR 6' HIGH 2319.17.2.4.2 (R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY, FBC 2122.4 (R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FBC 2218.2 (R4408.5.2) g( SPECIAL INSPECTOR FOR SOIL COMPACTION, FBC 1820.3.1 (R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS & ATTACHMENTS, FBC 1927.12 (R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note: Only the marked boxes apply. The following individual(s) employed by this firm or me are authorized representatives to perform inspection * 1. James Weaver 2. James Harper 3. Jorge Bosch 4, Joel Perez *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include Iicensure as a professional engineer or architect graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamental Examination; or registration as building inspector or general contractor. I, (we) will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, Must be performed by the County. The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed Engineer /Architect Name Paul C. Catledae. P.E. # 68448 mom Address 2051 NW 112th Ave., Suite 126, Miami, FL 33172 DATE: 20 /Z Phone No. 305 -557 -3083 Created on 6/10/2009 iamni Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 P(OTICE TO BUILDING DE ARTM MT P I (We) Pie bean retained by : L '� WA-10%414' °kir to perform special inspector services under the f w da Sulking Cie et the W W RW��r =�:' ". ,<.�. • on the below listed sire ns as of �' /X--t '1„,r(dete).1 em registered arch er professional engineer licensed in the Stets of Roeida. PICCESS ❑ Sr'ECIAL NtSPECTOR FOR FNJNO, FitC 16222.1.20 {44404.8.120) SIECIAL MSPECrdaR FOR TRUSSES 3.3e LONG OR 6941011 (4440844.17.2.4.2) ECIAL INSPECTOR FOR REINFORCED MASONRY, FOC 2122.4 (U4W.5.4) © SPECIAL INSPECTOR FOR STEEL CONNECTIONS, FOC 2216.2 (R4406.5.2) O SPECIAL INSPECTOR FOR SOIL COMPACTION. FOC f11120.3.t (114404.4.3, /) C1 SPECIAL INSPECTOR FOR PRECAST UNITS & ATTAM ENTS, Ft C 1027.12 ;R44011.A.12) SPECIAL INSPECTOR FOR Note: Only The following individuals employed by this firm or rile are authorized representatives to perform irispadion 1. 3 > P.4. 'a t. -- l- �`-= �. 2. 3. i 4, .� "Special Inspectors Orates oithortzsd representatives that insure the mithori2ed represeresitve Is webbed by education oy fceneurs to perform doe duties assigned by the Weld Inspector. The quallGoedans shells Ind lea as a professional engineer or erchltect graduebori from en engineering education program in civil or structural engineering; graduation tom en tai etucalion prom; ; & o essf+rl of the EMCEES Fundamental ExarnMstion, a' regisbotion as building inspector or general contractor. 1, (w8) *II notify Miami Shores Wage Building Department of any flanges regarding authorized personnel par of eaing inspe +uliGtt services. 1, (wo understand that a Speed Inspector irispecbon lug for each building must be displayed in a convenient location on She sri for reference by the Miami Shores Wogs Sudldmirg Department Inspector. Alt mandatary inspections, as required by the Ronde eusdirig Code, must be performed by the County. me Village build inspections must be celled for on all ntertddatary ht*ectiens. kopedions performed by the Specie; Inspector hired by the Owner are in addition to the mandatory !Impactions performed by the Department. Further, upon completion of the worts under each Mg Panne 1 each submit to the Bedding Impeder at the brae of final inspection The completed inspection log loam and a sealed sta entent indicating tom, to eve beet of my imoviladge, belief and professional ludgment those portions of the Mint autism; above meet the intent of the Florida Striding �e and are to subsitisi a7A' the approved dens. Sig "'_ i/ Ertg kin E` _ Created on erianoo9 " 4 rem O i A, Na Pitons . 3 _221_424 10EI� �J JUN 122012 APRIL 26, 2012 REPORT OF GEOTECHNICAL EXPLORATION & ENGINEERING ANALYSIS FOR MANUEL SYNALOVSKI ASSOCIATES TICKET BOOTH / EQUIPMENT STORAGE BUILDING BARRY UNIVERSITY 11300 NE 2°' AVENUE MIAMI SHORES, FLORIDA DADE COUNTY, FLORIDA RECEIVED MAY 01 2012 MANUEL SYNALOVSKI ASSOCIATES, LLC EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 4361 Okeechobee Blvd. - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward 954 972.7645 SOIL - Dade 954 972.7645 954.972.SOIL FACSIMILE #954- 9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET April 26, 2012 Report of Engineering Evaluation for: Manuel Synalovski Associates Project : Proposed Softball / Baseball - Ticket Booth / Equipment Storage Building Location: Bany University 11300 NE 2ND Avenue Miami Shores, Florida Dade County, Florida To Whom it May Concern; As per your request EastCoast Testing 8 Engineering, Inc. performed the standard penetration test borings at the above reference location as requested. The purpose of this investigation was to provide information concerning the site and subsurface conditions in order to provide site preparation and foundation design recommendations for support of the proposed construction. This report presents our findings and foundation recommendations. We understand that plans and information with regards for this project consist of a new Ticket Booth and Equipment Storage Building for the SoftbalUBaseball field at Bany University consisting of reinforced block masonry walls and conventional concrete. Elevations for the test boring's were not provided at the time of our subsurface exploration. Final floor elevations for the proposed structure's were not fumished. We assume the site will not require more than 1.0 -3.0 feet of engineered fill for final construction grades. STANDARD PENETRATION TEST BORINGS The test boring locations were determined by our client and drill supervisor and are indicated on the test boring report logs' and partial site plan. A review of our test borings indicates the upper level of subsoils are comprised of organic sands, and fine - grained sands with little roots and silt to a depth of approximately +/- 1.0 -1.5 feet below the existing surface grade elevation. Below these surface soils we disclosed layers of fine - grained sands, and fine - grained sands with some/IittIe limestone fragments primarily in a loose compaction condition to -3.5 feet below grade. Underlying these substratums were multifarious layers of fine - grained sands, and fine - grained sands with little/traces of silt, (non plastic) in a loose state of relative consolidation which continued to +/ -12.0 feet below the existing surface grade elevation. From this depth our borings encountered fine grained quartz sands predominantly in a medium dense to a dense consolidation state which extended to -16.0 feet These moderately dense sand substratums terminated our subsurface exploration at 16.0 feet maximum penetrations. THRESHOLD /SPECIAL INSPECTIONS. BORINGS. DENSITY. CONCRETE. ASPHALT. ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 4361 Okeechobee Blvd. - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 (954).972.SOIL FACSIMILE #954- 9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #2. Lab #5001573 11300 NE 2ND Avenue Miami Shores, Florida The results of our subsurface study confirm that the site is favorable for shallow foundations using geotechnlcal considerations. Existing subsurface conditions can support construction designed for support for a net allowable soil bearing capacity of 2000 pounds per square foot. The proposed structure maybe supported on shallow foundations. Detailed recommendations follow in the remaining sections of the report In order to prepare the site to support new construction designed for a net allowable soil bearing capacity of 2000 psf, we recommend the following procedures be implemented. 1. The proposed building pad areas and all new foundation elements shall be cleared, grubbed, and "de- mucked" to a minimum depth of 1.0 feet plus a minimum horizontal distance of three feet outside the perimeter. Care should be taken so as to insure the complete removal of all deleterious materials encountered including any topsoil, construction debris, asphaltic concrete, concrete, organics, grass, rubble, vegetation, stumps, roots, foreign material, debris, silt's, clay's or muck. 2. Once this has been inspected and approved compact the bottom of the excavated area with twenty, (perpendicular) overlapping passes in each of two directions with a large single smooth drum vibratory roller, (Dynapac CA 134D or larger) until the bottom 24" of the excavation have been compacted in excess of 98% of the material's modified maximum dry density as per AASHTO T -180. Field density - moisture tests and/or cone penetrometer tests shall be performed to verify the resultant compaction effort prior to the next phase of construction. Densification shall continue until no further settlement can be visually discerned at the subgrade surface. Each pass of the roller should overlap the preceding pass by one half of the width of the vibratory drum. Maximum speed of the roller should be two feet per second. For optimum compaction efficiency we recommend that the soils be within +/ -2% of optimum moisture at the time of densication. Care must be exercised by the contractor during the excavation and compaction phase of construction. The close proximity of existing foundations to the construction boundaries necessitates that he utilize whatever means necessarily to insure the stability of any existing foundations during construction. 3. Once this has been achieved and verified by a geotechnical representative from this office or by the project engineer the proposed building pad area may be brought to construction grade utilizing clean a granular fill. The construction fill may be placed in lifts not to exceed twelve inches in compacted thickness. Each lift should be compacted to a minimum density of 98% of the material's modified proctor density as per AASHTO T -180. Clean granular fills shall be construed to mean granular material containing no more than 5% by weight organic and clayey matter and no man -made debris. It shall be free of vegetation, foreign material, roots, fiber, branches, leaves, and should not contain any rock and gravel larger than 3 inches or 50% of the compacted layer thickness. THRESHOLD /SPECIAL INSPECTIONS, BORINGS DENSITY, CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Power line Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward 954 972.7645 SOIL - Dade 954 972.7645 FACSIMILE #954- 9718872 ESTABLISHED 1981 ETE @BELLSOUTH.NET Page #3. Lab #5001573 11300 NE 2°d Avenue Miami Shores, Florida 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 954.972.SOIL 4. Suitable materials for use as backfill consist of the following; GW, (well - graded gravel, and well- graded gravel with sand) GP, (poorly graded gravel and poorly graded gravel with sand) SW, (well - graded sand) or SP, (poorly graded sand). Suitable materials excavated and stockpiled at the site may be reused for backfill within the foundation after tested for approval by the engineer. Following and during the clearing and excavation stage the area shall be witnessed by an inspector from this laboratory or by the engineer for approval prior to in -situ densication. The excavated surface and each 12" compacted lift of on -site or imported fill material within the footing and slab areas shall be tested to within 98% of the Soils Modred Maximum Dry Density as per AASHTO DESIGNATION T -180 and verified with field density - moisture relationships. No vibration shall take place in the vicinity of any existing structure as this may cause localized damage to nearby structures. Footing embedment shall be of sufficient depth below the adjacent grade so as to comply with all local and area building codes. Minimum footing widths of 24" and 36" are recommended for continuous wall footings and individual column pads respectfully, although they may not develop the full allowable bearing pressures. To assure a safety factor against bearing capacity failure, the foundation bottoms should be placed a minimum of 18 inches below the lowest adjacent grade. Foundation elements may be designed as isolated footings or as a monolithic type of foundation/slab system, as long as ample consideration is given to the increased shear stresses inherent in monolithic systems at the slab to footing interfaces. Surface compaction specifications shall be verified utilizing in place density tests at the frequency of one test per 100 If of wall footing, and one test per column pad. Slab areas and undisturbed pad lifts may be tested at the frequency of two tests per 2500 sf., but in no case less than three per lift. Reinforcement for footings should be proportioned to meet the requirements of ACI 318, latest edition, and other applicable codes. Slab -on -grade construction may be employed for the ground floor of the building. Ground floor slabs can bear directly on the densifled structural fill after the backfill and compaction operations have been completed. Properjoints shall be provided at the junctions of the slabs with the building walls and columns so that a small amount of independent movement can occur without causing damage. A modulus of subgrade value of 150 pounds per cubic inch (pci) may be used for ground floor slab design. Foundations designed and constructed in accordance with the recommendations of this report are expected to sustain a maximum total settlement of 1 inch and differential settlements between adjacent footings of not more than 14 inch or approximately one -half of the total settlement. Distortions that occur along the wall footings due to differential settlement should not be more than one in 500. THRESHOLD /SPECIAL INSPECTIONS. BORINGS. DENSITY. CONCRETE. ASPHALT. ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 4361 Okeechobee Blvd. - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward 954 972.7645 SOIL - Dade 954 972.7645 954.972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #4. Lab #5001573 11300 NE 2nd Avenue Miami Shores, Florida An impervious membrane should be installed between the underside of the floor slab and the soil substrate to serve as a barrier to moisture rises from the subgrade. Ordinarily, a 6-mil thick film of polyethylene is sufficient for this purpose. However, some floor coverings may have a comparatively sensitive tolerance to moisture flux that a thin polyethylene film cannot suppress. Under these conditions, other types of moisture membranes may need to be considered. The natural ground water table was found at +/-8'6"-8'9" at the time of our subsurface exploration. Fluctuation, however in the groundwater levels should be expected due to rainfall variations, seasonal climatic changes, construction activity and other on -site specific factors. The Standard Penetration Test ASTM D -1586 The Standard Penetration Testis the most commonly employed tool utilized to identify in -situ subsurface soil conditions. The "N" values obtained from the boring provide an accurate estimation of internal soil characteristics such as relative density, internal shear strength, angle of internal friction, and the approximate range of the soil's unit weight. These "N" values represent the resistance of a 2 -inch diameter split spoon sampler driven by a 140 - pound hammer free falling 30 inches. Each drive of the 24 inches long split spoon is divided into four six-inch increments. The second and third increments are totaled to produce the "N" value found on your report The Standard Penetration Test also allows for the recovery of soil samples which are returned to our laboratory and visually examined and classified. The SPT samples are available for laboratory testing if requested. Samples are generally held for 30-90 days unless otherwise directed by the client. An approximate ground water table is obtained from the borehole upon completion of the drilling procedures. This water table is useful in the general evaluation of partkular soil conditions, and may give the contractor some insight into what can be anticipated during construction. It should be noted that the ground water level will fluctuate seasonally. This level may also be affected by local drawdowns, soil conditions, and the watersheds contribution to the underlying aquifer. It should not be construed to be a measure of the soil's permeability, or of the dewatering characteristics of the site. Although the standard penetration test is one of the most reliable methods used to identify soil characteristics and types, it may only represent a small fraction of the materials actually deposited at the site. As is common industry practice, we have assumed a uniformity of a profile between borings to provide a subsoil profile for engineering purposes. This profile is strictly based on the data obtained from the borings, and if unusual or varying conditions are found we should be notified immediately. THRESHOLD /SPECIAL INSPECTIONS. BORINGS. DENSITY. CONCRETE, ASPHALT ETC. A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 4361 Okeechobee Blvd. - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward 954 972.7645 SOIL - Dade 954 972.7645 954.972.SOIL FACSIMILE #954- 9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET Page #5. Lab #5001573 11300 NE 2"d Avenue Miami Shores, Florida A test is expressly representative of the immediate location tested, and the reliability of the conclusions is a direct result of the quantity of tests performed. Any variation in location may reveal similarly some changes in the depth, thickness, texture, and conditions of the stratum encountered. Unless specifically stated otherwise, and specifically directed and prearranged by the client, all elevations are taken with respect to the existing ground surface at the time of testing. Boring locations are usually obtained in the field by pacing off distances and approximating right angles to landmarks and property comers. More precise locations may be obtained from on site surveys and placement of the boring locations by a Land Surveyor, Registered in the State of Florida. These services are provided at additional costs and are beyond the scope of this report. The data presented herein was obtained for the specific purposes stated in this report, and should not be misconstrued to apply to any other circumstance, project, or ancillary use unless so specked and addressed by the engineer of record. Thank you for using EASTCOAST TESTING AND ENGINEERING, INC., for your geotechnical needs. Should you need further assistance with this or any other project, please contact this office. Respectfully Submitted; EASTCOAST TESTING & ENGINEERING, INC. Certification of Authorization # 3425 tv. Etienne rophete V.P., P.E. #44316 Cra % Sm" , President State of Florida f: idatalwpdocsisptl5001573.manuel synalovski.bu.cs THRESHOLD /SPECIAL INSPECTIONS. BORINGS, DENSITY. CONCRETE, ASPHALT, ETC, A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 Pompano Beach, Florida 33073 Broward 954 972.7645 SOIL Dade 954 972.7645 4361 Okeechobee Blvd. - Suite A -5 West Palm Beach, Florida 33409 954.972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET TEST BORING REPORT CVO: LABORATORY PROJECT BORING C.O.D.: PO#: BORING CUSTOMER CREW DRILL PROJECT: LOCATION: LOCATION: GROUND NUMBER: 5001573A OFFICE FAX #: 954-971 -8872 NUMBER: #: CHIEF: DRILLER: RIG#: CASING: 1 CLIENT: MANUEL SYNALOVSKI ASSOCIATES SOFTBALL /BASEBALL TICKET BOOTH /EQUIPMENT STORAGE BUILDING H.E. BARRY UNIVERSITY -11300 NE 2nd AVENUE - MIAMI SHORES, FL I.A. APPROX. CENTER OF PROPOSED TICKET BOOTH F350 WATER: 8'6" DATE: 4124/12 ELEV: UNFURNISHED 3" NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: 1 PAGE NUMBER: 1 N VALUES SPT ® NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 BLOWS PER 6" GRAY FINE-MEDIUM GRAINED SAND SOME LIMESTONE LITTLE ROOT 8 SILT 0.0-1.0' 9 3 4 2 PALE BROWN FINE GRAINED SAND SOME LIMESTONE 1.0 -2.5' 5 6 — 5 4 3 BROWN - . SAND LITTLE UMESTONE 2 1 BROWN • 5 2 3 5 PALE BROWN FINE GRAINED SAND BOTTOM OF BORING • 16.0 FEET 5.0 -16.0' 2 3 2 2 3 3 9 2 3 11 5 2 12 -' 3 13 11 37 14 16 20 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30° SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WMLL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER. ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CERTIFICATE OF AUTHORIZATION #3425 i1. —� '°- ETIENNE PROPHETE, V.P., P.E. STATE OF FLORIDA #44316 G SMITH, PRESIDENT THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBUCATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. THRESHOLD /SPECIAL INSPECTIONS. BORINGS DENSITY. CONCRETE. ASPHALT, ETC. A "GEOTECHNICAL TESTING LAB" EASTCOAST TESTING & ENGINEERING, INC. 4100 North Powerline Rd. - Suite G -1 4361 Okeechobee Blvd. - Suite A -5 Pompano Beach, Florida 33073 West Palm Beach, Florida 33409 Broward (954) 972.7645 (SOIL) - Dade (954) 972.7645 (954).972.SOIL FACSIMILE #954-9718872 ESTABLISHED 1981 ETE@BELLSOUTH.NET TEST BORING REPORT CVO: LABORATORY PROJECT BORING C.D.D.: PO#: BORING CUSTOMER CREW DRILL PROJECT: LOCATION: LOCATION: GROUND NUMBER: 5001573B OFFICE FAX #: 954-971 -8872 NUMBER: #: CHIEF: DRILLER: RIG#: CASING: 2 CLIENT: MANUEL SYNALOVSKI ASSOCIATES SOFTBALL /BASEBALL TICKET BOOTH /EQUIPMENT STORAGE BUILDING H.E. BARRY UNIVERSITY -11300 NE 2nd AVENUE- MIAMI SHORES, FL I.A. +/- CENTER OF PROPOSED EQUIPMENT STORAGE BUILDING - 5' OFFSET F350 WATER: 8'9" DATE: 4/24/12 ELEV: UNFURNISHED 3° NOTE: SURVEY NOT GIVEN UNLESS NOTED: B.E.G: BELOW EXISTING GRADE LOCATIONS ARE APPROX UNLESS STAKED DEPTH SAMPLE BORING NUMBER: 2 PAGE NUMBER: 1 N VALUES SPT FEET NUMBER VISUAL SOIL CLASSIFICATION/AASHTO M145/ASTMD2487 DEPTH BLOWS PER 6" 1 1 DARK GRAY ORGANIC SAND SOME LIMESTONE & ROOT, (TOPSOIL) 0.0 -1.0' 5 2 3 2 2 GRAY FINE GRAINED SAND TRACE LIMESTONE, ROOT & SILT 1.0-1.5' 2 3 3 3 WHITE FINE GRAINED SAND 1.5 -2.5' 5 2 3 4 4 PALE BROWN FINE GRAINED SAND 2.5 -4.5' 2 2 5 6 2 3 6 5 BROWN FINE GRAINED SAND LITTLE SILT, (NP) 4.5 -5.5' 3 3 7 6 PALE BROWN FINE GRAINED SAND BOTTOM OF BORING @ 16.0 FEET 5.5 -16.0' 5 3 2 8 3 3 9 5 3 3 2 10 2 11 _ 6 1 3 12 3 4 13 13 5 6 14 7 10 15 27 12 12 16 - 15 19 STANDARD PENETRATION TEST BORING: BLOWS PER FOOT ON 2° O.D. SAMPLER WITH 140 LB. HAMMER FALLING 30° SOIL INVESTIGATION AND SAMPLING BY AUGER BORINGS: A.S.T.M. D 1452/STANDARD PENETRATION TEST :ASTM D1586. THE SAMPLES COLLECTED CONSTITUTE A MINUTE PERCENTAGE OF THE SUBSOILS AT THE SITE. AS A MUTUAL PROTECTION THE SOILS WILL BE STORED IN OUR LABORATORY FACILITIES FOR A MAXIMUM OF THREE (3) MONTHS. THE OWNER, ARCHITECT AND /OR ENGINEER ARE ENCOURAGED TO VISUALLY INSPECT SAMPLES PRIOR TO PURCHASE OF PROPERTY AND DESIGN OF THE STRUCTURE. RESPECTFULLY SUBMITTED, EASTCOAST TESTING & ENGINEERING, INC., CERTIFICATE OF AUTHORIZATION #3425 ETIENNE PROPHETE, V.P., P.E. STATE OF FLORIDA #44316 CatlIWITH, PRESIDENT THE INTENT OF THIS REPORT IS NOT FOR ENVIRONMENTAL PURPOSES UNLESS SPECIFIED. AUTHORIZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS. CERTIFICATIONS OR EXTRACTS REGARDING THIS OR ANY OTHER TEST REPORT BY THIS FIRM. (ETE) IS STRICTLY PROHIBITED UNLESS WRITTEN AUTHORIZATION IS PROVIDED AND APPROVED BY EASTCOAST TESTING & ENGINEERING. INC. 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' . 1'7' •". • a ., • r :,`'... 1 2-.11 ,W,'?,==a,,=!,,,fier., Ai PARTIAL SITE PLAN '"11197.0t,fr TYRE,- Arre , ,.. I AM 1 PSAVALK MALL Bar p,AA, No AMA ASAP 1.e0r3EPT PP CrIVEVAYS 0 000 0 0 0 a ./2'...." '...e GAP 51.... To aamparr, *VAL .....e. moo. rm. Prece. Page Barra,. roP. SLOP. Area %mu MAD IMMO MC! --ri,one LAD MAW DA= 0 3M0 714443/A2T 0 arDrrPA 3Mm. i 3 % A 71 = %■ P p VDH.atImm.,:Au .. .=. kIi i Lill - 77' "''' M-lb .— d co1r0. aor Gr AK , ..4 . S rL. P IPJp Oco .r • GrI .Ro ArP..rA o u c M A, ,,,,,,,,,,,,,,,,,, ,..: arPrAu rWE PO EMS EDGE 0 0 RE13717rra Paramus. RESTFIrra r•TPTABLB wcDMeu ar.e Pe Ar M 1102 1 1Amel =Ora arLasma446 . IrrE•13,01N1 WMeA-MPARGAISM. = AEG PAAXS 111.0Pr A. I PI.P.T 3 7.8 'A. MA1113 PrerearrfiA A • „ 1 cur rose. 01A.P. "...‘.•"'• h ., • . 16,„ lib TYPE Dr JODIE r TY44•13. AUNT '\ trePICALI ..—r.g.. TO CENTER Pa AND Per. OP CURVE& JUNCTION OP '713- COMPACTED "'—'1i"— ' ■ BOMA NON. 60313rAllat WERE . • 1. LIMY GLIM MD DONEE= usti SW MVO PE OOMPAGTED Co= APE NOT..111). mem. AL SITE PLAN 4' SWAM= COMPACTED TO Orr PR MARTA 1 .6M1 • =Gk. Mtn GONDRETH CURBS DAMMAM AND V, PPIT E E4 UMECMEEW M7,,,,,,,,,,,,,,.,•"''''''',,,,,,,,,7,,,,,,,,,L.-7'4'.. A LAMM. MAI crareACMDIA A MK OP 9391 c , PAMouP WV, D. co.11512 Sralalerri.PAVNO LOVA A Ara Patrear. A PAO reporucerme A corner= coar laraPPAna IJJJUJ 1.4a7Z57-5t7l,-7114171r1mip7aii4ll- agt1 LEVATION ' , . 1 4 IAM 8U,Rr FLUSH HEADER TYPE °D° CONCRETE CUB 0 %'iAle"--11111!W■ 4' LEANM6 I VV A AVM) AA SIDEWALK JOINT DETAILS .-•-• SOMA terp3 Arik .".... PAVER DETAIL Scar_ MA A2 TYPICAL "D° TYPE CURB/ FLUSH HEADER CURB SPAM MA Al I BACKSTOP WALL kS - 1 01 EMERALD 0NSTRUCTI,O I JUN 12 LL CliZ Submittals Foy Barry University HSC Baseball/Softball Entrance Overhead Coiling Doors 1 1 1 V 1 ljl J.1; NO EXCEPTIONS TAKEN E< <,...':E "_.ORRECTIONS NOTED 0 REVISE AND RESUBMIT 0 I EJECTED SPECIFICATIONS DOOR MARK 101. TICKET BOOTH QUANTITY ONE WIDTH 3' —O• HEIGHT 5. —D" OPERATION RICHT HAND, PUSH UP MOUNT INTERIOR, FACE OF WALL ENDLOCXS SEE YENDLOGN WINDLOAD MVdI —DADE COUNTY DESIGN BB P.S.F. WMOLOCKS WNTWUOUS MALLEABLE IRON MATERIAL CURTAIN 22 O0. QALVANZED STEEL HOOD 24 O0. GALVANIZED STEEL GUIDES STEEL L'a BOTTOM BAR STEEL .& B FINISH E SURFACES PONDER COATED, SID BLACK CURTAIN BAKED ON GRAY, TAN, OR WARE HOOD POLYESTER TOP COAT {-3 1/4'-01 7 1/4° CHARGE WHm 17/32 Review is only for general conformance, with the design concept of the project and genera! compliance with the II! fuHll!di!J!I lyiv C11 iii Ills; conlrac( documents. Any action shown is subject to tiie r,quirements of the plat s' rd. specifications. Contractor is sencrlsible for Dime nstoi : r+ ' -2 3/4° which shall be corrfirrncci arid, correlated at the jo )•Sc e ; -.. on processes and tecivii(11LIes of constrt i ition of work with that of all other trades atJrAtre`,• perf a f t ore;. IA. S, LLC &.I9. • .: COILSIDE 1 7/8' 1 JAMB BEYOND C187 SLAT SECT10N H P LIFT ELEVATION e1 WEATIEISRiIPPED BOTTOM BAR A SUDS BOLT LOCK (BOW ENDS) 1/2' ROL BOLTS J 11' O.C. MAX EACH SCE PULL ROD DETAIL, 0 N TO 1 f0 COUNTER TOP O 38' AF.F. (BY OTHERS) SECTION B —B ARCHITECT: MANUEL SYNALOVSKI ASSOCIATES CONTRACTOR: EMERALD CONSTRUCTION DISTRIBUTOR: DOOR SYSTEMS OF SOUTH FLORIDA P 0.# DATE REVISION SHEET NO. 1 OF 2 JOB NO. DR. BY T.H. DATE: 4/12/12 SCALE: N.T.S. bieolimisaisiseelpf BARRY UNIVERSITY SOFTBALL / BASEBALL ENTRANCE DRAWING NO. 012 -397 SERIES 610 OVERHEAD DOOR CORPORATION 2501 S. STATE HWY 121, STE 200 LEWISVILLE, TX 75067 SPECIFICATIONS DOOR MARX 102. EQUIPMENT STORAGE IN ;111- QUANTITY ONE WIDTH 6' -O' HEIGHT 6' -0" OPERATION RIGHT HAND, PUSH UP MOUNT INTERIOR, FACE OF WALL 17/32 1 7/B' C187 ENDL001S SEE %O SLOCKS SECTION COUNTY PS.F. SNOLOCKS CONTINUOUS MALLEABLE RON MATERIAL CURTAIN 22 GA. GALVANIZED STEEL H000 24 GA. GALVANIZED STEEL GUIDES STEEL L'a BOTTOM BAR STEEL 1'e 0 e FINISH SURF US POWDER COATED. STD BLACK CURTAIN BATED ON CRAY, TAN, OR WHITE HOOD POLYESTER TOP COAT 3 1/4'� DADS COUNTY CODE — GU= DETAIL OWO. NO. 0- 305123 / NOA N0. 10- 0531.11 7 1/4° CHARGE WHEEL 4 1/8" I[I _.I —1/4° L• ELEVATION 6' 0" 01T UPPED SECTION A -A 7 1/4° SLIDE BOLT LOCK (BOTH Ems) 7 1/4° 1/2" RAWL BOLTS 11' 0.0. MAX EACH SSE PULL ROD DETAIL SECTION B -B ARCHITECT: MANUEL SYNALOVSKI ASSOCIATES CONTRACTOR: EMERALD CONSTRUCTION DISTRIBUTOR: DOOR SYSTEMS OF SOUTH FLORIDA P 0.# DATE REVISION SHEET NO. 2 OF 2 JOB NO. DR. BY T.N. DATE: 4/12/12 SCALE: N.T.S. abariiidaimff8t BARRY UNIVERSITY SOFTBALL / BASEBALL ENTRANCE DRAWING NO. D12 -397 SERIES 610 OVERHEAD DOOR CORPORATION 2501 S. STATE HWY 121, STE 200 LEWISVILLE, TX 75067 IN ;111- ---7 17/32 1 7/B' C187 I is SLAT l� JAMB BEYOND--''''' SECTION STEP HANDLE fie 0 e 4 1/8" I[I _.I —1/4° L• ELEVATION 6' 0" 01T UPPED SECTION A -A 7 1/4° SLIDE BOLT LOCK (BOTH Ems) 7 1/4° 1/2" RAWL BOLTS 11' 0.0. MAX EACH SSE PULL ROD DETAIL SECTION B -B ARCHITECT: MANUEL SYNALOVSKI ASSOCIATES CONTRACTOR: EMERALD CONSTRUCTION DISTRIBUTOR: DOOR SYSTEMS OF SOUTH FLORIDA P 0.# DATE REVISION SHEET NO. 2 OF 2 JOB NO. DR. BY T.N. DATE: 4/12/12 SCALE: N.T.S. abariiidaimff8t BARRY UNIVERSITY SOFTBALL / BASEBALL ENTRANCE DRAWING NO. D12 -397 SERIES 610 OVERHEAD DOOR CORPORATION 2501 S. STATE HWY 121, STE 200 LEWISVILLE, TX 75067 COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Overhead Door Corporation 2501 South State Hwy 121, Suite 200 Lewisville, TX 75067 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 610 Steel Rolling Door 10' -0" Wide APPROVAL DOCUMENT: Drawing No. D- 308123, titled "Series 610 Rolling Service Door 10' Dade County ", Sheets 1 through 3 of 3, dated 09/05/03 and 10/10/03, with Revision D dated 08/25/10, prepared by Overhead Door Corporation, signed and sealed by LeRoy G. Krupke, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0324.10 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. u1a.DAe cou _ =- APPROVED j NOA No. 10- 0831.11 Expiration Date: September 16, 2014 Approval Date: November 24, 2010 -Page 1 NO EXCEPTIONS TAKEN 0 MAKE CORRECTIONS NOTED I:: REVISE AND RESUBMIT 0 Ri..1.11.TED Review IF only for general confcr..!-,,.,::::..,ili-',. 'fhe design coot7iF:rit of the project and gene -..,. ::-.-----,:,.i...:.;:r;e with the rritat-Lftt given in the cootrac i:.i..,::-...- :.-.:. itny action Subject to the it:cwirernec.t:. et rile pions and tions. Coirriwto'i.- is re,spow:A\te foi-: ',:',,mensions &-:111 be cont;mie.ti ad co mt!ated ai: ti to job site; ibtication processn alci tecinquris el construction; )ofdination of \NW ; ',1v at 01 ail other trades and the 1, ati facti pertort ce o i k. U TE , LLG tg (5 i Overhead Door Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. D- 308123, titled "Series 610 Rolling Service Door 10' Dade County ", Sheets 1 through 3 of 3, dated 09/05/03 and 10/10/03, with Revision D dated 08/25/10, prepared by Overhead Door Corporation, signed and sealed by LeRoy G. Krupke, P.E. B. TESTS "Submitted under NOA # 05- 1003.23" 1. Test report on Uniform Static Air Pressure per TAS 202, Large Missile Impact Test per TAS 201, Cyclic Wind Pressure Test per TAS 203 and Tensile Test per ASTM E8 on a "10' x 10" Steel Roll -Up Service Door ", prepared by Architectural Testing, Inc., Test Report No. ATI- 01- 43463.01, dated 09/05/03, signed and sealed by Steven M. Urich, P.E. 2. Test Report # 9100550287 on Salt Exposure Fog per ASTM B -117 on G30, G40 & G90 samples, prepared by Environmental Testing Laboratory, dated 03/13/06 and signed by B. Richard. C. CALCULATIONS "Submitted under NOA # 05- 1003.23" 1. Calculations for Dade County Product Approval of 24, 22, 20 & 18 Gauge Rolling Garage Door, prepared by Overhead Door Corporation on sheet 2 of 3, signed and sealed by LeRoy G. Krupke, P.E. on 09/16/05. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Code compliance (FBC 2007) and No interest letter prepared by Overhead Door Corporation dated 04/20/09, signed and sealed by LeRoy G. Krupke, P.E. "Submitted under NOA # 09- 0324.10" 02140 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 10-0831.11 Expiration Date: September 16, 2014 Approval Date: November 24, 2010 E -1 CAC iA C 1/2 59 EAR /12 31 1 690 /A. /12 54 SUL: 3.• 45 L a 1. ( -W/L) - NEGATIVE WINDLOAD ( +WA.) • POSITIVE WINDLOAD 2. WALL ANGLES MAY BE WELDED TO 21EEE1.. JAMB. SEE SHEET 2 FOR 0003 WELD DETAIL 3. RATED DFIDON LOAD 386 PSF 4. CURTAIN MATERIAL: ARITA A-853, CS TYPE 8. GUIDE MATERIAL: ASIR A-38 5. ALTERNATE CURTAIN MATERIAL: A6I -204 SS. IINILIUY YIELD 40,000 P5. B. CURTAIN MATERIAL SNAIL BE GALVANIZED ACCORDING TO AS17 A-525 TO 040 MINIMUM. 7. THE DOOR MUST BE INSTALLED WITH THE TENSION WHEEL FACING THE INSIDE OF THE BUILDING. 8. RUDE BOLTS MUST BE ENGAGED AND CHAIN MUST BE HOOKED WHEN HURRICANE WINDS ARE ANNOUNCED B. WINDLOCK MATER/AL: LOW CARBON CAST SIEEI.. GRADE 70-48 (485 -250) PER ASIR A27. MN TENSILE 70-169 MIN YIELD 39 -351.. MIN ELONO 22M 10. WINDLOCKS ATTACHED TO FAf21 SLAT (:Mums) 11. tam SPEf1TCATIONS: 1 4` DIAMETER RIVET, MINIMUM 1008 LOW - CARSON STEEL IMO! RINI • NNW 8EV131*N8 3 I 2 1 D F I 0 E RLV PER EN 20807 8/1 nm•.s PER EN 71014 PER ER BPS: m SFT 0- 187 - DOOR 1.12E REF. 9WMARf LBS/FT DOOR HEGHT (E- MOUNT) LOADS tL- M0UN1) LOADS 22 0A •• 20 GA 18 GA 22 GA •• 20 CA 18 GA REACTION 4182 3933 3333 1115 1057 819 NORMAL 325 325 325 328 325 328 PARALLEL 958 897 780 958 897 750 CONTINUOUS WINDIOCK man ER 4. 191F 8147 0-19 9 1 -1/2 02 1 T (MIME SECTION 'C-C. 2 x 3/18 FLAT STOCK 8 3/16 nail S1AT n/,n'".1 13 5/8 8 3/4 2 -1/2 X 2 X 3/10 ANTNE k t�iF�i. 8/10 -19 X 1 CAIOIlIOE BOLT BOTTOM BAR 3 3/4 --1 • 2000 PSI MINIMUM & 6 MINIMUM EDGE DISTANCE FOR MICRONS 22 GA C -187 MAT GAUGE 0PTIM 22 •+. 20, 18 1E45E0 w ACCORDANCE Yin DADE CDUNIY PROTOCOLS TAS 201 -94. TAS 202-94. AND LAS 203-84 SERIES 611 IS EQUIVALENT CONSTRUCTION arRoxiurr ammo m eempt7LB Mei the FIui4& &AS* Code 3 Expiration; J!L7kZ'(4 t CORPORAON 2501 SOUTH DOOR 1434 121 BUSINESS LEWIS/LIE, TX 75097 LeROY 0. IG8IPIE. P.E. 038580 Rm mcMIII am® ®maw ®n .�. � 1'69i ROHM arf Xae "116.soN MINNA L�tl TIPKE 1 N7A O,)0 FAIN DDI 8/8/03 ROWISOR� CEO'0003 10 DADS COUNTY 9 /2/03 D— 308123 9/8/03 AND NONE 1•n 1 s 3 ASSEMBLY BOLT WALL 0017 STEEEI.. JAMB WALL 8017 • CONCRETE 0-187 3/8 GRADE 5, 3/8 GRADE 5, �JAMB PO1TL11B'� BOL1' 1/1'. C Elm FOAM SEDGE BOLT 11' OF • 2000 PSI MINIMUM & 6 MINIMUM EDGE DISTANCE FOR MICRONS 22 GA C -187 MAT GAUGE 0PTIM 22 •+. 20, 18 1E45E0 w ACCORDANCE Yin DADE CDUNIY PROTOCOLS TAS 201 -94. TAS 202-94. AND LAS 203-84 SERIES 611 IS EQUIVALENT CONSTRUCTION arRoxiurr ammo m eempt7LB Mei the FIui4& &AS* Code 3 Expiration; J!L7kZ'(4 t CORPORAON 2501 SOUTH DOOR 1434 121 BUSINESS LEWIS/LIE, TX 75097 LeROY 0. IG8IPIE. P.E. 038580 Rm mcMIII am® ®maw ®n .�. � 1'69i ROHM arf Xae "116.soN MINNA L�tl TIPKE 1 N7A O,)0 FAIN DDI 8/8/03 ROWISOR� CEO'0003 10 DADS COUNTY 9 /2/03 D— 308123 9/8/03 AND NONE 1•n 1 s 3 CALCULATIONS; Bat = 0.0028 Area = 0.1021 Ixx = 0.0033 Area = 0.1227 .285 Ba = 0.0045 Area - 0.1608 CURTAIN SLAT PITCH = 1.90 IN. OR 8318 SLATS PER FOOL PROPERTIES ON A PER FOOT BASIS: CALCULATIONS SHOWN FOR 22 GA. SLAT. WINDLOQK SUP DISTANCE = 0.525 IN. /SIDE W - DOOR WIDTH 1W- 10 Fr. 1 D = CURTAIN DEFLECTION D = [0.75 (12) W (WINDLOCK SLIP)]" o = [0.75 (12) (10) (0.625)]" 10 = 7.50 IN. I s. = WELD STRESS OF SEAT MATERIAL Sr = 40.000 PSI E = MODULUS OF ELASTICITY E = 29.000.000 PSI 0. = WINDLOAD HELD IN BENDING 0. _ 42re OR r,Lit (LESSER VALUE) = 2x28.000.0001(0.01771(7.50) O. 45(10)' 0. = 17.11 PSF 4 = 2(400001(0.01771 3(10° )(0.275) 10 = 85 PSFI 01= WINOLOAD HELD IN TENSION O r= 0 -0. Qr =65 -17.11 Or = 47.89 PSF = 1. - 958 LB/Fr. 1 = THRUST LOAD ON GUIDES PER FOOT OF HEIGHT. b = StiEf lb = 325 LB/FT. 1 Tr = 'TENSION/SLAT b - 958/8.316 = 152 LB /SEAT 1 1. = MAXIMUM RESULTANT MOMENT APPLIED TO JAMB (Z- MOUNT) 66 = 958(3.083)+325(2.125) IM ° 3825 IN.18 1 M. = MAXIMUM RESULTANT MOMENT APPLIED TO JAMB (E- MOUNT) 5r= 958(3.083) + 325(0.825) 114 = 3137 IN•19 1 RIVETS DESCRIPTION: SEMI- TUBULAR OVAL HEAD. MATERIAL: LOW CARBON STEEL. ZINC OR CADMIUM PLATED. Ste: 3/18 14. DIA. X 3/8 IN. LONG Ax = CROSS SECTIONAL AREA/RIVET 0. = A. = 0.027 OP S. = SHEAR STRESS ACROSS TWO END RNEIS S. = b /(2•A.) S = 152/(2.0.027) Is. = 2815 PSI 1 WINDBAR WELDS WALL ATTACHMENT BOLTS (MAXIMUM LOAD) SIEB-4115=EME-1021MD W = WALL ATTACHMENT BOLT REACTION R. _ [11/12(3137)]/0.75 I W = 3784 1.5. I CONCREIP AMH- POSRIVE VINDL000 (Z- MOUNT? R. = [14/12(3825)]/3.28 IR. °1301 MI WALL ATTACHMENT WELD R8VIDtONB MIDI OrMAMm • wexa REV PER EN 00807 REV PER EN 80914 REV PER ER 100892 0/10/05 AraLx as tx m 5x7 A, ° AREA OF WELD A. = 1 1/2 x 2 x .188 x .707 A. = 0.398 IN' St = SHEAR STRESS ACROSS WELD S. = 11/12 (858) / .389 Sx ° 2201 PSI = TENSION STRESS FROM BENDING AND NORMAL LOAD T• = T. /A. + 61, /[WELD LENGTH It WELD WIDTH AT ANGLE x WELD S ZE x .707] T. = 11/1211325/.399 + 3825/(1.5 x 2.23 x .188 x .707]] T = 8154 P51 R.= RESULTANT WELD STRESS R.= (3.1+ IR. = 8445 PSI I EDGE OF A. = AREA OF WELD OPENING A. = LENGIH•FILLET WIDTH A. (2)(0.1875) A. ° 0.375 IN. 5. = SHEAR STRESS ACROSS WELD S. _ (7 IN)(858 L9/FI)(1 FT/12 901(0.378 IN') Is. = 1489 Psi I TOP VIEW FROM VIEW OF WALL ANGLE DETAILS FOR WELDING "E" GUIDES TO STEEL JAMBS PRODUCT REVISED a complying wither Florida Bailding Cam �� Aaapm ltae No OVERHEAD DOOR CORPORATION 2501 SOUTH STATE 1MN 121 BUSINESS LEWISVILLE, TX 75087 LeROY 0. HRUPXE, P.E #36580 trm aavma exam Mee ..y.. ers AMMOMM OMIT K 50..SON 8 8/03 .842114 e. JD FAW IMMM Io ^x MMM Im a MOM women N/A cgl L NRUPKE 8/5/03 ..MO xn9 SERIES 810, ROLLING SERVICE DOOR 10 DADE COUNTY taMis D- 308123 9/5/03 era NONE 1 eta, 2 or 3 ION') AON') DON) 22 GA 0.0177 0.6491 0.275 20 0A 0.0208 0.7712 0.276 18 GA 0.0285 .9953 0.278 CALCULATIONS SHOWN FOR 22 GA. SLAT. WINDLOQK SUP DISTANCE = 0.525 IN. /SIDE W - DOOR WIDTH 1W- 10 Fr. 1 D = CURTAIN DEFLECTION D = [0.75 (12) W (WINDLOCK SLIP)]" o = [0.75 (12) (10) (0.625)]" 10 = 7.50 IN. I s. = WELD STRESS OF SEAT MATERIAL Sr = 40.000 PSI E = MODULUS OF ELASTICITY E = 29.000.000 PSI 0. = WINDLOAD HELD IN BENDING 0. _ 42re OR r,Lit (LESSER VALUE) = 2x28.000.0001(0.01771(7.50) O. 45(10)' 0. = 17.11 PSF 4 = 2(400001(0.01771 3(10° )(0.275) 10 = 85 PSFI 01= WINOLOAD HELD IN TENSION O r= 0 -0. Qr =65 -17.11 Or = 47.89 PSF = 1. - 958 LB/Fr. 1 = THRUST LOAD ON GUIDES PER FOOT OF HEIGHT. b = StiEf lb = 325 LB/FT. 1 Tr = 'TENSION/SLAT b - 958/8.316 = 152 LB /SEAT 1 1. = MAXIMUM RESULTANT MOMENT APPLIED TO JAMB (Z- MOUNT) 66 = 958(3.083)+325(2.125) IM ° 3825 IN.18 1 M. = MAXIMUM RESULTANT MOMENT APPLIED TO JAMB (E- MOUNT) 5r= 958(3.083) + 325(0.825) 114 = 3137 IN•19 1 RIVETS DESCRIPTION: SEMI- TUBULAR OVAL HEAD. MATERIAL: LOW CARBON STEEL. ZINC OR CADMIUM PLATED. Ste: 3/18 14. DIA. X 3/8 IN. LONG Ax = CROSS SECTIONAL AREA/RIVET 0. = A. = 0.027 OP S. = SHEAR STRESS ACROSS TWO END RNEIS S. = b /(2•A.) S = 152/(2.0.027) Is. = 2815 PSI 1 WINDBAR WELDS WALL ATTACHMENT BOLTS (MAXIMUM LOAD) SIEB-4115=EME-1021MD W = WALL ATTACHMENT BOLT REACTION R. _ [11/12(3137)]/0.75 I W = 3784 1.5. I CONCREIP AMH- POSRIVE VINDL000 (Z- MOUNT? R. = [14/12(3825)]/3.28 IR. °1301 MI WALL ATTACHMENT WELD R8VIDtONB MIDI OrMAMm • wexa REV PER EN 00807 REV PER EN 80914 REV PER ER 100892 0/10/05 AraLx as tx m 5x7 A, ° AREA OF WELD A. = 1 1/2 x 2 x .188 x .707 A. = 0.398 IN' St = SHEAR STRESS ACROSS WELD S. = 11/12 (858) / .389 Sx ° 2201 PSI = TENSION STRESS FROM BENDING AND NORMAL LOAD T• = T. /A. + 61, /[WELD LENGTH It WELD WIDTH AT ANGLE x WELD S ZE x .707] T. = 11/1211325/.399 + 3825/(1.5 x 2.23 x .188 x .707]] T = 8154 P51 R.= RESULTANT WELD STRESS R.= (3.1+ IR. = 8445 PSI I EDGE OF A. = AREA OF WELD OPENING A. = LENGIH•FILLET WIDTH A. (2)(0.1875) A. ° 0.375 IN. 5. = SHEAR STRESS ACROSS WELD S. _ (7 IN)(858 L9/FI)(1 FT/12 901(0.378 IN') Is. = 1489 Psi I TOP VIEW FROM VIEW OF WALL ANGLE DETAILS FOR WELDING "E" GUIDES TO STEEL JAMBS PRODUCT REVISED a complying wither Florida Bailding Cam �� Aaapm ltae No OVERHEAD DOOR CORPORATION 2501 SOUTH STATE 1MN 121 BUSINESS LEWISVILLE, TX 75087 LeROY 0. HRUPXE, P.E #36580 trm aavma exam Mee ..y.. ers AMMOMM OMIT K 50..SON 8 8/03 .842114 e. JD FAW IMMM Io ^x MMM Im a MOM women N/A cgl L NRUPKE 8/5/03 ..MO xn9 SERIES 810, ROLLING SERVICE DOOR 10 DADE COUNTY taMis D- 308123 9/5/03 era NONE 1 eta, 2 or 3 D NOTES 1. MATERIAL: AUBONUM 3003 H14 (0.03 THICK) LW111 TRANSPARENT KELSLRIP COVERING. 2. COLOR HANSCHY RED CS 2311. 3. STAMP FACTORY ORDER NUMBER MERE. 4. A LETIER MUST RE STAMPED ON ROLLING FIRE DOORS TO IDENTIFY MANUFACTURING PLANT (LE., USE 'P' FOR PENNSYLVANIA). 5. FASTENER FOR TAO IS P/N 080278- 1004(STEEL ERNE SCREW). TAG WILL BE MOUNTED IN THE MIDDLE OF THE BOTTOM BAR 8. STAMP SLAT TYPE HERE. 7. STAMP ACCEPTANCE NUMBER HERE .125 DIA 2 HOLES RBVIBI088 ISOM REV PER EN 20507 C REV PO4 01 20014 00 110 IK 0 REV PER ER 800302 SF DADE COUNTY PRODUCT CONTROL APPROVED SLAT JOB NUMBER 307811-0001 OVERHEAD CORPORATION 1/ . TEXAS /O HEAD p\ U.° orykkalartav pl2r 4.70 1 5.00 .18 P/N 307911 -0001 — DADE CO. APPROVAL TAG. ROLLING DOORS & GRILLES SCALE 2/1 SLIDE BOLT DETAIL ° ° a SCALE: 4/1 BOTTOM BAR SLIDE BOLT 10e," OVERHEAD DOOR CORPORA110N 2501 SOUTH TX 7 121 BUSW6S LeROY G. KRUPKE, P.E #38580 011101 °nrmu 0>.m30 11110600 M .001.1.131111.19 OM e�u°e PAM IUs HOZ ggs rWOMAOK 10/10/03 JAW 10/10/03 mu ROLLIIJOS CCEO 000R 10 OADE U M1Y .110 ROO IMO OF lOkOA0 N/A I N/A IMMO 11n L KRUPKE 10/10/03 TEIN D- 308123 ®m NOTED I om 3 > 3 • ��_,a -C--- .�� -C-r-- 0371 -. C:C-- -C--- C-- C���_���.���C.C7C -- 7 n (_-',) t,') L lj Li Lit L1 L1 ) ) ) C_.-:) ,,') ,,') ,,') L.,) t,') L.,) ,,') L.,) t,') L.,) t,') L. ,) t,') (-) t,') (.:',) ,,') t,') L.,) ,,') L. L-) ,..,') ,) ,,') 0 L), t,') ,,') ,) L-) t,') 0 C_?, ) ,,') t,') EMERALD O N S T R U C TT O ,_ .; RECEIN JUN 12 20 2 Y. Submittals Fw Barry University HSC Baseball/Softball Entrance HM Doors (FBC) & Hardware c?1) V DOOR FORM BARRY UNIVERSITY PROJECT: SOFTBALL/BASEBALL TICKET BOOTH/ EQUIPMENT STORAGE 11300 NE 2ND AVENUE MIAMI SHORES, FLORIDA ARCHITECT: MANUEL SYNALOVSKI ASSOCIATES, LLC. 1800 ELLER DRIVE SUITE 500 FORT LAUDERDALE, FLORIDA 33316 GENERAL CONTRACTOR: EMERALD CONSTRUCTION CORP 1086 NW 1 COURT HALLANDALE. BEACH, FLORIDA 33009 PREPARED BY: Jolima Saavedra JJAS DOOR INSTALLATIONS, INC 7302 NW 70TH STREET MIAMI, FL 33166 Submitted Date: 05 -24 -2012 Revision 1 NO EXCEPTIONS TAKEN Revision 2 1 ;t REVISE AND RESUBMIT Revision 3 Revision 4 Review is only for general contr,00t of the project-and Revision 5 infermation given in the co ® MAKE CORRECTIONS NOTED ® REJECTED onformance with the design general compliance with the tract documents. Any action �c.v;: 9s st +biect to if +a requirements of the plans and specifications. Contractor is responsible for: Dimensions which shall be confirmed and correlated at the job site; fabrication processes and techniques of construction; coordination of work with that of all other trades and the sa isfactory pe orma� • � A 9 61 1 • ,,.j ► e 0.1 TES, LLC C 7 LOCATION FRAME DATA DOOR DATA ELECTRIC PREP Z e�-r r HARDWARE WIND PRESURE OV ed Z Zy�+ J a la, ID C GAUGE NOLLVA3T3 i• DESIGN PRESURE RATING ZONE 4 Product Approval Allowable Pressure for Specific Open P?. 0 P.S.F. P.S.F. 1-) P.S.F. TICKET O 1 100 1 RHR 3/0 8/0 5 3/4 X8 ZINK 16 MAS A ZINK 1 3/4 A X Si Bottom louver 24 x 24 X 161/161 1 +46 -69 +75 -75 2 EQUIPMENT 9TORAGE 103 1 LHR 3/0 8/0 5 3/4 XB ZINK 16 MAS A ZINK 1 3/4 A X S1 Bottom lower 24 x 24 X 161/161 1 +46 -50 +75 -75 EQUIPMENT 9 STORAGE 104 1 PR 3/0 8/0 5 3/4 XB ZINK 16 MAS D ZINK 1 3/4 0 X Si Bottom lower 24 x 24 X 161/161 2 +43.4 -54.4 +75 -75 4 5 J, 7 8 9 10 11 12 13 14 DRAWN BY: HAS DOOR INSTALLATION INC. JOB: HSC BASEBALL ENTRANCE JJAS DOOR INSTALLATIONS, INC 7302 NW 70T" STREET MIAMI, FL 33166 SHEET No: 1-1 DATE: 05 -24 -2012 REVISION: REVISION: 1 F a N1 VLI V G N2 N3 N4 a TLI N5 GLI N1 LI N2LI N3LI D MESKER 71u� aldesh Louow nt iI door mammy h vvrrk DETAILS TECHNICAL DATA SHEET DS -100 DOOR TOLERANCES It is the intention of this publication to furnish users and prospective users of standard steel doors and frames with practical information regarding manufacturing tolerances. The information contained herein pertains to doors and frames manufactured in accordance with "Recommended Specifications - Standard Steel Doors and Frames" SDI -100, published by the Steel Door Institute. 14 DOOR WIDTH ±3/64" tI/32" *_ 1 /64 " DOOR HEIGHT ±3/64" ±1 /64 "5 LOCK HEIGHT ±1 /32" 1' DOOR THICKNESS 1 3/4" DOOR 11/16" LOCK FLATNESS Measuring at points between the face of the door and a straight -edge (aid from corner to corner the surface cannot vary more than ±3/32 °. (Both diagonals to be checked on both faces.) SQUARENESS Measuring diagonally from corner to corner across the face of a door, the two dimensions shall not vary more than -±1/16°. ° TOLERANCES BETWEEN HINGE CENTERLINES ARE NON - ACCUMULATIVE January 2007 MESKER www.meskerdoor.com 256 -851 - 6670,256 -852 -5846 TECHNICAL D:3 -TA SHEET SWINGERDOR 1 3/4" DS -101 -1 1. Doors shall be manufactured by Mesker Door Incorporated and designated as SwingerDor 1 3/4". N( ) 420 -20 gauge 1 3A SwingerDor N( ) 418 -18 gauge 1 3fy SwingerDor NO 416 -16 gauge 1 3/4 SwingerDor ( ) = Core designation:A P Polystyrene, "H" - Honeycomb, "F" - Fiberboard, or "U" - Urethane. 2. Core material shall be Polystyrene, Honeycomb, Fiberboard or Urethane as called for on plans. 3. Doors shall be full flush constructed of two face sheets of 16,18 or 20 gauge cold rolled steel and A60, stretcher - levelled quality of flatness or A60 galvannealed steel. 4. Doors shall have neat hemmed vertical edge seams mechanically interlocked for maximum structural integrity. Seamless doors available when required by filling or welding edge or seam. (Designated by an "S" in the above nomenclature.) 5. Doors shall have 7 gauge steel hinge reinforcements with 3 projection welds above and 3 below each hinge mortise. The top hinge reinforcement shall extend to the top of the door and have 3 additional projection welds on the extended leg. 6. Doors shall have a box type closer reinforcement factory installed to reinforce both sides of doors. 7. Doors shall have 16 gauge top and bottom channels welded to door skins on 2" centers. 8. Doors shall be mortised and adequately reinforced for all hardware. Mortised hardware reinforcements shall be drilled and tapped at the factory. Surface applied hardware shall be field drilled by others. LABEL SWINGERDORS 1 3/4" — 16, 18 OR 20 GAUGE. SWINGERDORS ARE AVAILABLE WITH UL, WHI AND FACTORY MUTUAL LABELS AS SHOWN BELOW: CORE MATERIAL POLYSTYRENE HONEYCOMB URETHANE FIBERBOARD GAUGE 018 & 20 GAUGE 16, 18 & 20 GAUGE 16 & 18 GAUGE 16 & 18 GAUGE LABEL A, B & C A, B, C, D & E NOT RATED A,B,C,D &E HEAT RISE RATING NONE NONE N /A 250° PYRODOR MAXIMUM SIZES AVAILABLE SINGLE: 4080 PAIR: 8080 SINGLE: 4080 PAIR: 8080 N /A SINGLE: 4072 PAIR: 8072 NOTE: 20 gauge not available in doors larger than 3'6" width and 7'2" length. SWINGERDOR January 2007 MESKER www.meskerdoor.com 256- 851 - 6670,256- 852 -5846 %TECHNIC: =L +BATAS EET DS -101 -2 GENERAL INFORMATION • I. nanny H IdUel - > nour, o iaoei - i v2 nour, -.L. label - °/< nour, -D label - 1 '12 hour and "E " label - ;;a hour. 2. Glass permitted. "B" label - 100 square inches per leaf maximum. Dimensions may not exceed 12" in width or 33" in length. "C" label - 1296 square inches per light. neither dimension may exceed 54 ". "E" label - 1296 square Inches per light, neither dimension may exceed 54 ". (No glass is permitted in "A" and "D" label doors except 100 square inches in "A" label doors with special glass and glazing.) 3. Temperature rise doors: 250° temperature rise rating not applicable on "C" and "E" label doors due to large glass areas. 4. Fire exit device labels must be attached to door when used with labeled and listed fire exit hardware. 5. All doors listed in pairs can be used with single point lock and automatic flush bolts or vertical rod and mortise panic devices with flush bolts on inactive. ENGINEERING DATA - CORE MATERIALS CORE MATERIALS HONEYCOMB URETHANE FIBERBOARD :POLYSTYRENE, PHYSICAL PROPERTIES DENSITY 1.4 PCF 1.2 PCF 2.05 PCF 17.0 PCF COMP. STRENGTH 23 PSI 30 PSI 27 PSI 100 PSI COEF. OF EXP. / °F <1 1 12%/VOL. N/A N/A 2% WGT. SOUND TRANSMISSION (STC) 20 GA. FACE SHEETS 25 30 N/A 29 18 GA. FACE SHEETS 27 31 29 32 THERMAL PROPERTIES "R" FACTOR .22 1.0 .14 .51 "U" FACTOR .20 .41 .075 .28 FIRE HAZARD CLASS. FUEL CONTRIBUTED 0 N/A N/A 30 SMOKE DEVELOPED 50 -85 N/A N/A 0 SERVICE TEMPERATURE RANGE -65° - 190 °F -65° - 200 °F -65° - 200 °F -50° - 250 "F STANDARD HARDWARE Lock Preparation - Government PREPARATIONS 161 cylindrical lock (2 reinforced as in detail G2, x 4 1/2" standard weight - Doors are factory reinforced 3/4 backset) reinforced as in detail G1, DS -1 13. Government 86 DS -113. template hinges, 1 1/2" pair on 6'8 ", 7'0" and 7'2" doors, for surface mounted hardware when specified. Mounting holes are left hand openings due to the double hole pattern and reversible hinge when specified. See DS -157 for details. ---- --- -'---- .-- .,_ - --... -' mortise lock (2 3/4 backset) Hinge Preparations - 4 I /2" 2 pair on 7'l0" and 8'0" doors. Surface Mounted Hardware drilled and tapped in field Universal Handing - Swingerdors by others. will fit both right and may be supplied with astragals filler. Pairs of Doors - Pairs of doors SW INGERDOR January 2007 0 www.meskerdoor.com 256- 851 - 6670,256- 852 -5846 MESKER YECHNICAL D £ TA SHEET r DS -107 1 /8" STANDARD CLEARANCES SINGLE AND DOUBLE SWING DOORS NET NOMINAL DOOR 000R HEIGHT HEIGHT 3/4" J. FINISH FLOOR VERTICAL SECTION +-1/16" 1/8" HEAD AND JAMB CLEARANCES NET DOOR WIDTH IS MEASURED AT CE OF DOOR 0 1/8' -►1 14- NET DOOR WIDTH NOMINAL. DOOR WIDTH HORIZONTAL SECTION SINGLE SWING DOORS 1/8" 1/8" - 1-- NET DOOR WIDTH 1/4" 4 NET DOOR WIDTH NOMINAL OPENING WIDTH HORIZONTAL SECTION DOUBLE SWING DOORS 1/8" January 2007 MESKER www.meskerdoor.com 256 - 851 - 6670,256- 852 -5846 /TECHNICAL DAT SHEET DS-113 STANDARD HARDWARE PREPARATIONS DETAIL D TOP HINGE REINFORCEMENT HINGE FILLER PLATE -‘ 7 GAUGE EXTENDED TO TOP OF DOOR FOR EXTRA RIGIDITY WITH 3 EXTRA PROJECTION WELDS "UNIVERSAL HANDING" 7 GAUGE WITH 6 PROJECTION WELDS 4*. 1".".7;ETAIL E ALL OTHER HINGE REINFORCEMENT 14 GAUGE ONE PIECE REINF. CLEARANCED FOR THRU BOLTS 16 GAUGE ONE PIECE FORMED LOCK REINF. WITH EXTRUDED TAPPED HOLES TO EQUAL OR EXCEED 14 GAUGE THICKNESS DETAIL GI "CYLINDRICAL LOCK REINFORCEMENT" 14 GAUGE BOX TYPE CLOSER REINFORCEMENT STANDARD ONE PIECE 14 GAUGE LOCK REINFORCEMENT FOR GOVERNMENT 86 TYPE MORTISE LOCK DETAIL G2 'MORTISE LOCK REINFORCEMENT" HARDWARE January 2007 M ESKER www.meskerdoor.com 256-851-6670, 256-852-5846 TECHNICAL DATA SHEET DS-157-1 ASTRAGALS THIS DATA SHEET DETAILS THE TWO BASIC TYPES OF ASTRAGALS REQUIRED FOR PAIRS OF DOORS FLAT HARDWARE January 2007 MESKER www.meskerdoor.com 256 -851 -6670, 256 -852 -5846 TYPE 6 TYPE 5A (OPP.HAND) TYPE 3 TYPE 4 TYPE 6 i TYPE 7 TYPE 7A (OPP.HAND) MESKER 1'lic oldest hollow 1 fluor company to AITICI112 DETAILS (TECH ICAL DATA SHEET DS -201 -1 STANDARD STEEL FRAMES SPECIFICATIONS MESKER STANDARD STEEL FRAMES Frames shall be manufactured by Mesker Door Incorporated and designated as or F -414 (14 GA) for 1 3/4" doors, F -412 for Bullet Resistant Frames and F -816 (16 GA) for /8" doors. Frames shall be fabricated from cold rolled or A60 galvannealed steel. ® Frames shall be furnished knocked down. Mitered corners shall have a strong four tab interlocking system to maintain tight fineline miters. ® Frames for 1 3/4" doors shall be prepared for a 4 1/2" x 4 1/2" standard or heavy weight template hinges and ANSI 115.1 universal strike. 5. Frames for 1 3/8" doors shall be prepared for 3 1/2" x 3 1 /2" standard weight template hinges and ANSI 115.3 cylindrical strike. 0 Frames shall be adequately reinforced for all hardware. 0 Strike and hinge reinforcements shall be protected by plaster guards. 0 Frames shall be supplied with 1 sill anchor. 9. Frames shall be furnished with rubber mutes, three per strike jamb. 10 Frames shall receive 1 coat of baked -on rust inhibitive gray primer. 0 11. For installation instructions see ANSI A250.11 -2001 and DS- 201 -5. ._)anuary 2007 MESKER www.meskerdoor.com 256 -851 -6670, 25&852-5846 TEC$,NICAL DASH SHEET DS -201 -2 1 /8" 1 i2" DIA 9/32" HOLE IN FRAME T PNEUMATIC CHAMBER 11/32" MUTES TO INSTALL IN FIELD INSERT BLUNT END OF 3/32" DIAMETER WIRE OR TOOL INTO THE HOLE IN CENTER OF THE MUTE. MOISTEN CONE PORTIONS AND INSERT INTO 9/32" HOLE IN STOP OF FRAME, PUSH SLOWLY WITH A CIRCULAR MOTION TO ELONGATE CONICAL PORTION SUFFICIENTLY TO SET MUTE IN PLACE. JAMB DEPTH 4 3/4" 5 3/4" 6 3/4" 7 3/4" 8 3/4" 1 9116 "*j VARIES 14-1 15 / 16" -► 1r 5/8- TYP 3" 1 1S/16" 1 9!16" _011/2" 3 3/4" 4 7/8" r4 _ 5 3/4" 6 3/4" 7 314° THROAT OPENING ■ 1/2" 1 15/16" 1 9/16° 1 k- 1/2" 13/32 " 14- --►r 14- 13/32° 7!16" ON 5 3/4" DEPTH FINISHED OPENING HEIGHT FINISHED OPENING WIDTH FRAME DIMENSIONS JAMB DEPTH THROAT OPENING SINGLE DOUBLE 2' -0" 4' -0" 2' -4" 4' -8" 3" 2 3/16" 6' -8" 2' -6" 5' -0" 3 3/4" 2 3/4" 7' -O" 2' -8" 5' -4" 4 3 4" 3 3 " 7'-2" 8'-0" - 3'-0 3' -6" 6' -0 ' -0" 7 3/4" . 3/4 3' -8" 7' -4" 8 3/4" 7 3/4" 4' -0" 8' -0" STANDARD FRAME PROFILES NET 2" -* DOOR WIDTH 7 1/4'4 EQUAL NET DOOR HEIGHT EQUAL 12 1/4" HINGE STRIKE --DI k- 1 /2° 2" i 40 5/16" 1 January 2007. MESKER www.meskerdoor.com 256- 851- 6670,256 -852 -5846 TECHNICAL DATA SHEET 1 DS -201 -3 HINGE PREPARATION WILL TAKE 4 1 /2" HIGH TEMPLATE HINGES ONLY STANDARD OR HEAVY WEIGHT, NON - TEMPLATE HINGES CANNOT BE USED #20 GUAGE PLASTER GUARD PROJECTION WELDED TO HINGE REINFORCEMENT 3/16" HINGE REINFORCEMENT PROJECTION WELDED TO FRAME. 1/2" 1 15/64" 4 1/2" PROJECTIONS TO DRILL OUT FOR HEAVY WEIGHT HINGES 4 PLACES. DRILLED AND TAPPED 5/32" FOR #1.2 -24 SCREWS 3/8" 1/2" 5/8" 5/8" 5 /16" BACKSET 1 5/8" STANDARD 4 1 /2" HINGE MORTISE FOR 1 3/4" FRAMES #20 GUAGE PLASTER GUARD PROJECTION WELDED TO STRIKE REINFORCEMENT 1 1/8" 4 1/8° 4 7/8" 3/32 5/8° 5/8" 5/16° BACKSET 1 1/4° HINGE PREPARATION WILL TAKE 3 1/2" X 3 1/2" TEMPLATE HINGES OR NON - TEMPLATE (S.D.I.) HINGES 420 GUAGE PLASTER GUARD PROJECTION WELDED TO HINGE REINFORCEMENT 23/64" 3 112° 23/64 1 #10 GUAGE HINGE REINFORCEMENT PROJECTION WELDED TO FRAME DRILLED AND TAPPED FOR #10 -24 SCREWS 25/64" 21/64" 1 25/64" 21/32" 5/32° 1/4" BACKSET 1 3/8" STANDARD 3 1 /2" HINGE MORTISE FOR 1 3/8" FRAMES #20 GUAGE PLASTER GUARD PROJECTION #14 GUAGE STRIKE WELDED TO STRIKE REINFORCEMENT REINFORCEMENT PROJECTION WELDED TO FRAME DRILLED AND TAPPED FOR 412 -24 SCREWS STRIKE MORTISE CONFORMS TO ANSI Al 15.1 January 2007 #14 GUAGE STRIKE REINFORCEMENT PROJECTION WELDED TO FRAME PIERCED AND TAPPED FOR #8 -32 SCREWS 9/16" 1/4° BACKSET 1 1 /8" STRIKE MORTISE CONFORMS TO ANSI A115.3 "C" STRIKE MORTISE MESKER www.meskerdoor.com 256 - 851 -6670, 256- 852 -5846 TECHNIC L DATA SHEET -s DS -201 -4 1 9/16" OR115/16" TABS MUTES 3 PER - STRIKE JAMB HINGE SILL ANCHOR 16 GAUGE STRIKE PLASTER GUARD HINGE REINFORCEMENT PLASTER GUARD STRIKE REINFORCEMENT 1 9/16" I< ]► OR 1 15/16" January 2007 GENERAL INFORMATION STRIKE PREPARATIONS Frames are prepared for 4 7/8" high universal strike (ANSI 115.1) specify "U" and 2 3/4" high cylindrical strike (ANSI 115.3) specify "C ". HINGE PREPARATIONS Frames for 1 3/4" doors are prepared for 4 1 /2" x 4 1/2" standard or heavy weight template hinges. 1 1/2" pair on doors up to 7' -2" in height and 2 pair on 7' -10" and 8' -0 ". Frames for 1 3/8" doors are prepared for 3 1/2" x 3 1 /2" standard weight template hinges. 1 pair on 6' -8" doors and 1 1/2" pair on 7' -0" and 7'2" doors. 11/1 labeled frames have 1 1/2" pair on all sizes. ANCHORS Anchors must be specified to correspond with wall condition. Details are shown on the following data sheets: Wire Anchor - DS 246 Masonry Tee Anchor - DS 242 Wood and Steel Stud Anchor - DS 243 U/L Labeled Masonry Anchor - DS 241 Existing WaII Anchor - DS 245 SILL ANCHORS Each jamb is supplied with 1 -16 gauge sill anchor. MUTES Each frame is furnished with rubber mutes. Three per strike jamb. 0 www.meskerdoor.com 256 -851- 6670, 256-852-5846 TAB IS OFFSET TO OBTAIN SMOOTH BEND ALONG TOP OF FRAME HEAD. SECTION THRU TAB MESKER TECHNICAL ATA SHEET DS -201 -5 F- SERIES ASSEMBLY INSTRUCTION 1. Slide header over jamb corner tabs, insert into slots. 2. Bend tabs on jamb rabbets out per illustration. (NOTE Bending tabs in will increase door opening dimension.) 3. Bend corner tabs in per illustration. TAB IS OFFSET TO OBTAIN SMOOTH BEND ALONG TOP OF FRAME HEAD SECTION THRU TAB HEAD (BEND IN) CORNER TABS JAMB TABS (BEND OUT) VARIES TABS JAMB January 2007 MESKER www.meskerdoor.com 256 -851 - 6670,256 -852 -5846 I G GA. MAT SPACERS WITH DYNA -DOLT5 CONCRETE WALL 2° 2 0 FRAME NO THRESHOLD. 5/8" U.C. FROM TOP OF CONC. SLAB TO BOTTOM OF DOOR. 3/4' MAX. U.C. FOR FIRE RATED DOORS U.C. = 3/4" SILL DETAILS N.T.S. nit CONC. r5LAB NS (VERIFY) FRAME U.C. = 3/8" 5 ALUM THRESHOLD. 3/8" U.C. FROM TOP OF CONC. SLAB TO BOTTOM OF DOOR. 115" CLEARANCE BETWEEN -MOLD AND BTM OF DOOR. CONC. SLAB UNDERCUTS TO BE COORDINATED WITH HARDWARE. IF SPECIFIC UNDERCUTS ARE NEEDED OTHER THAN THAT SPECIFIED BY THE HARDWARE PLEASE ADVISE. Florida Building Code Online Busines rj) Professi &na Regulation BCIS Home Page 1 of 2 oeriAgo Log in User Registration Hot Topics Submit Surcharge Stets & Facts Publications ` FBC Staff Bets Site Map Links Search i Product Approval USER: Public User Product Approval Menu > Product or Aooftcation Search > Application Lot > Applwtlon Detail FL # Application Type Code Version Application Status Comments Archived FL15493 New 2010 Validated reviewed and reverted to validated 5/7/12 Product Manufacturer Mesker Door, Inc. Address /Phone /Email Authorized Signature 'Technical Representative Address/Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method 3440 Stanwood Blvd. Huntsville, AL 35811 (256) 851-6670 mtorres @meskerdoor.com Piping Wang mcy.engineering @att.net Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer IA Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who YipIng Wang developed the Evaluation Report Florida License PE -55983 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Sifu Zhou, P.E. £.' Validation Checklist - Hardcopy Received Certificate of Independence FL15493 RO COI Letter 2 - Mesker N series commercial.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Y_ ear fBC 2010 TAS 201 1994 TAS 202 1994 TAS 203 1994 http : / /www.floridabuilding.orakir /pr app dtl. aspx? paratn= wGEVXOwtDatep %2bDhVROZ... 5/25/2012 Florida Building Code Online Product Approval Method Date Submitted Date Validated Method 1 Option D 04/27/2012 05/07/2012 Page 2 of 2 FL # Model, Number or Name Description 15493.1 "N" Series Commercial Steel Doors Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Installation Instructions FL15493 RO II FL11542.11 AD12 -16 SS.adf Verified By: Yiping Wang P.E. 55983 Created by independent Third Party: Yes Evaluation Reports FL15493 RO AE PAE AD1Z-16,Ddf Created by Independent Third Party: Yes 15493.2 (Series "N" Series "N" Commercial Outswing Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/ -75 Other: Refer to installation drawings for door sizes and I design loads. nstructions Installation Instruct- FL15493 RO 11 FL11542.1 AD12 -18 SS.Ddf Verified By: YipIng Wang P.E. 55983 Created by Independent Third Party: Yes Evaluation Reports FL15493 RO AE PRODUCT APPROVAL EVALUATION1.adf Created b Ind endent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, Tallahassee L 32399 phone: 850- 487 -1824 The State of Florida is an AA /EEO employer. Coavrloht 2007 -2010 State of Florida :: Privad Statement :: ACCPSNbility Statement :: Jtefund Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released In response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmastertSdbor.statn.0.us. Product Approval Accepts: LJ g Se(2lrityssc ra lc• Credit SA FOIE http : / /www.floridabuilding.org /pr /pr app dtl. aspx? param= wGEVXQwtDgtep %2bDhVRQZ... 5/25/2012 MCY ENGINEERING, INC. GLAZING CONSULTANT 9110 SW SUNSET DRIVE MIAMI, FLORIDA 33173 P: 305- 271 -0117 CAN #28677 PRODUCT APPROVAL EVALUATION Detailed Product Description: Manufacturer: Mesker Door. Inc. Model Name: "N" Series Full- Louvered Commercial Maximum Panel Width: 100" Maximum Frame Helght: 98" Maximum Load: + / -75psf (Carpe Missile Impact) Reference Drawings # AD12 -18 Date: 04/24/2012 Outswing Steel Double Doors This Product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters may not occur simultaneously. Refer to installation drawings for design loads Mandatory Tests (Tested in accordance with AAMAA 10111.S.2INAFS- 02iTAS -202) • ° TESrT DESCRIPTION TEST LOCATION ST REPORT_-... PAT E • TEST REPORT # - ASTM E283 -02 Air Infiltration Leakage Testing Evaluation Laboratories, Inc. ASTM E331 -00 OR ASTM 547- 00 & TAS 202 Water Penetration Testing Evaluation Laboratories, Inc. ASTM E330 -02 & TAS 202 Uniform Static Air Press, Testing Evaluation Laboratories, Inc. June 30,2008 June 30,2008 TEL- 01280069 TEL - 01280070 AAMA1302.5- 76 & 1303.5 -76 Forced Entry Testing Evaluation Laboratories, Inc. Comparative Analysis used Yes x No: As per guidelines for HAVHZ for Dade County. Supplemental Tests (Tested in accordance with TAS -203) TEST DESCRIPTION TEST LOCATION_ • TEST REPORT DATE • TEST REPORT# FBC 1626.2 (TAS201 &203) Large Missile Impact & Cyclic Testing Evaluation Laboratories, Inc. June 30,2008 June 30,2008 TEL- 01280069 TEL - 01280070 Under the limitafons of the attached drawings, to the best of my knowledge and ability the above window/ door product conforms to the requirements of the 2007/ 2010 Flottie'BtJW4 i g�: Evaluation Report Engineer: Yiping Wang PE # 55983 MCY ENGINEERING EB # 28677 6�, e,„, .•. -•• „., ,$-%.‘"c.. N SP° ° ° °. — /z: ( "," /- ° 4 �1,� °> 1 71 (4) ANCHORS FOR DESIGN LOADS _. t S75 PSI (2) ANCHORS FOR DESIGN LOADS 537.5 PSI 100" FRAME WIDTH 85" — Ot R iNG 47 1/2" 22 1/2" PANEL WIDTH ' D.LO. _ f 41/2° 41/2" 41 TIC/ - 2 hi ) 2° MAXI FROM CORNERS \ / \—(4) ANCHORS FOR LOADS S75 PSI (2) ANCHORS FOR DESIGN LOADS 537.5 PSI DOUBLE DOOR TYP. ELEVATION `JAMB SPACING REDUCED TO 12° 0.C. WHEN ANCHOR INTO BLOCK & DESIGN LOAD >37.5 PSF TABLE OF CONTENTS SHEET# DESCRIPTION 1 Tabled contents and test elevation 2 3 4 Door panel defath Horizontal and vertical cross section Horizontal cross section 5 6 Anchoring details Anchoring details 7 Components 8 Eliot materials and components "N" SERIES COMMERCIAL OUTSWING STEEL LOUVER DOOR (LMI) • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ), • DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON ELEVATIONS / DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. • METAL STRUCTURES NOT BY MESKER INC. MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. • DOOR PANEL: MIN. 18 GA. (0.060" THK,) STEEL MIN. Fy = 40.3 KSI MIN. DOOR FRAME: MIN. 18 GA. (0.060 "THK.) STEEL . • DOOR NOT MEET THE WATER INFILTRATION REQUIREMENTS FOR THE "HVHZ" AND SHALL BE INSTALLED ONLY IN NON - HABITABLE AREAS OR HABITABLE LOCATIONS PROTECTED BY AN OVERHANG OR CANOPY SUCH THAT THE ANGLE BETWEEN THE EDGE OF CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES. NOTES: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. QvfR4LL E DIMENSION SURFACE 8bLT LOCA134NS : , DEVON PRESS -11 (hSf) . - YiC►IYE: gorse IMACAVE J1ooR; PCMT(vE :NEGATIVE 100.00" x 98.00" YES YES +75.0 .75.0 100.00" x 48.00" NO YES +37.5 .37.5 s�.0 +IANst�OPR�io 0 � - vZ �ANC�'n4' ���ORIDA 'STRA T N 456 #552 0OCAN 2' 8 1 u 2y E1- E 51 ui z 28 �0 W� v° G 8 v 8 5 -5 U 8 a: 8888 W w w z rare 02 03 -" MAUS ORRPA PROJECT RUT= M. AD12 -18 I OF'B 47.75" MAX. PANEL WIDTH 2$.50' MAX. — OPENING 1 i <11 1 0 1r stea wort PANEL Carver retaining screws @ 2" from comers and It centerine along top & bottom 16-1/7 max. o.c. along sides 25.25" 0 • e.,.; . , • It INTERIOR !EXTERIOR °HORIZONTAL CROSS SECTION 0 DOOR HINGE REINFORCEMENT ODICKSIOLIIHREEMEHM EXTERIOR INTERIOR 2 7S d E Z. • W z 3 z z w5 MCY EnglneeringgAtt net ADI2- 78 20P0 1 TYPICAL ANCHORS @ HEAD /JAMB: (REFER TO ELEVATION FOR SPACING) TYPE A 3/8° DIA. DYNABOLT SLEEVE ANCHOR BY ITW" O DIRECTLY INTO k' =30D0 PSI CONCRETE, 1-1/2" MIN. EMBED DIRECTLY INTO GROUT FILLED CONCRETE BLOCK, 1-11r MIN. EMBED MIN. EDGE DIST 2-1/2" MIN. SPACING 4-1/2" TYPE B 3/8° TAPPER BY POWERS O DIRECTLY INTO fd =3000 PSI CONCRETE, 1 -12" MIN. EMBED DIRECTLY INTO GROUT FILLED/HOLLOW CONCRETE BLOCK, 1 -1/4" MIN. EMBED MIN. EDGE DIST 3.12" MIN. SPACING 4-1/2" TYPE C 6/16° DIA. SMS OR MACHINE BOLTS (MIN. GRADE 5 CRS) OR ST /ST N STEEL :Fy =38KSIMIN. INTO METAL STRUCTURES (STEEL OR ALUMINUM 1 /8" MIN. THICK.) ALUMINUM : 6083 -T8 MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 5 TYPICAL ANCHORS @ THRESHOLD: (REFER TO ELEVATION FOR SPACING) TYPE D 1/4° TAPCON BY "ITW' DIRECTLY INTO fd =3000 PSI CONCRETE 1 -1/4" MIN. EMBED MIN. EDGE DIST 2 -12" MIN. SPACING 3° SEALANT: ALL FRAME JOINTS AND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER O5/16" TEKS INTO ST. 1/8" THK MIN rNTERIOR FOR SPACING REFER TO ELEVATION 1 1 ANCHOR OPTION EXTERIOR EXTERIOR °v EXTERIOR I/ TERIOR VERTICAL CROSS SECTION O Zy UQ Wo _Zu 0 wzz O1 y0 5 c C 10 HORIZONTAL CROSS SECTION Dare EWE MAW W ;0 2�y FS COM DD rn AD12 18 Q INTERIOR 1m v INTERIOR INTERIOR MORTAR REMOVED FOR CLARITY. EXTERIOR CDHORIZONTAL CROSS SECTION 4 EXTERIOR MORTAR REMOVED FOR CLARITY. ()HORIZONTAL CROSS SECTION EXTERIOR r0000�o *ANQ"Djie/i Jam: AA/Kf666Ret 559'Ra N DASD oe -eo -n ‘40 C AN 28 SFAS¢ AS mim ' •. P! Q:�•�: 4� Ce7 ` ° � I MULCT tz_om SS ° 4e; S 81O A ?/ wA .O AD12 -1 MUMS 10 8 O 4 OF a F5o 0 C z g 5EA9I D $g4e. 5 ti E> W4.8 00 g g W W fA DETAIL 1 •l L FgO 0 2 ?d Z Wm w Z z8 zZZ 0 G E 0 HINGE JAMB HINGE JAMB 4 Hinge Option 3 Hinge Option FRAMEANCHOMNG ANCHOR NOTES; t. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. Min. edge distances shown in details are for Dynobott Sleeve Anchors. Adjust min. clearances for Tapper concrete screws as necessary. 2. Concrete screw locations at the corners may be crdJu led to maintain the minimum edge distance to martarJotnts. If concrete screw locations noted as MAX- ON CENTER' must be adjusted to maintain the minimum edge distance to mortar Joints. additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. DETAIL 2 0011)0 -1EO A0D12 8 5 OF 8 SEE DETAIL f\- K.> DETAIL HINGEJAMB 4 Hinge Option HINGE JAMB 3 Ifnge Option FRAME ANCHORING STRIKE JAMB rg-,13 WAIL 3 SEE DETAIL 2 91 ai 3 a) z re w 8 0 wz 0 E DETAIL 2 ,p 010A N 11 4, vc,47(..:* .47 OAR 1%• ° SCALE To :0 47 PLOJECT o • 1%.4 •-• ot.-‘.**,..4" , 0 • • • • • awe en e I OZ •Lt It AS =ED L ■P-1127 mum= 80 AD12 -18 8 OF 1-*-1--■1— 038" °MAE ANCHOR 0 HOLLOW METAL FRAME 1.63° 00 0 1 100 0 125° 0.075° 0 LATCH STRIKE REINFORCEMENT °LOCK BOX REINFORCEMENT DF-ArmOil sr= REINFORCEMENT - 0.18' 07 0 0 0.75 OA" 0.75" (9-)2 STANDARD (SHORT) 0001 HINGE \ZS/ ReInforeemant rntdde and bottom tgnae 7 1 1 L 060 125" 0.75" 1 • 0 Efl —025" 0 LU 0, 00 00 tu re LLJ SCAM Sj bTW MOM PHOIZOT ADI2 -78 7 OF BILL OF MATERIALS REMO DESCRIPTION MATERIAL C I /4" Iv1AX. SHIM SPACE - D 1/4" X 2-3/4" ELCOThrnW C TNCRETE SCREW STEEL E MASONRY - 3092 PSI MIN. CONCRETE CONFORMING TO Aa 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE H 114"x 1-3/4" RW PFH CONCRETE SCREW STEEL J 3/8' X 5" PFH IPA/ DYNABOLT SLEEVE ANCHOR STEEL M 3/8" X 5 TAPPER CONCRETE SCREW BY POWERS FASTENERS STEEL 1 id" MEL DOOR PANEL - 2 DOOR SKIN - 16GA (0.060" THK. STEEL Fy = 40,317 PSI MIN.) BY MESKER FOAM 1.0 PCF MIN. DENSITY STEEL POLYSTYRENE 3 4 DOOR TOP & BOTTOM CLOSER STEEL 5 LOCK BOX REINFORCEMENT STEEL 8 #12-24 x in" SELF TAPPER STEEL 9 TUBE ANCHOR STER 10 #12-24 X r COMBINATION MACHINE / WOOD SCREW STEEL 16 ANSI LATCH STRIKE STEEL 17 DEADBOLT STRIKE STEEL 19 DEADBOLT STRIKE REINFORCEMENT STEEL 20 WEATHERSTRIP (PEMKO 5-88) NEOPRENE site.— 21 4-1/' X 4-1/2" X 0.125' TEMPLATE HINGE 22 STANDARDOOR HINGE TOP HINGE REINFORCEMENT STEEL 23 STANDARD (SHORT} DOOR HINGE MIDDLE BOTTOM REINFORCEMENT STEEL 25 FRAME - 16tA (0.06°IHK) BY MESKER STEEL 27 LATCH STRIKE REINFORCEMENT STEEL STEEL 28 FRAME HINGE REINFORCEMENT 30 MASONRY TEE' ANCHOR (MESKER PFMTS) STEEL 35 WIRE ANCHOR STEEL 40 THRESHOLD NATIONALVJVD PRODUCTS. ----'1--0tqc. 896V) ALUMINUM 41 THRESHOLD PEMKO 2005 V) ALUMINUM 71 DESIGN HARDWARE D1-S SERIES DEADBOLT STEEL 72 DESIGN HARDWARE "Z" SERIES ENTRY STEEL 76 DESIGN HARDWARE D2-S SERIES DEADBOLT STEEL 77 DESIGN HARDWARE "r SERIES ENTRY STEEL 82 agrJRFACE BOLT (IVES 8453 OR ROCKWOOD 580-8) STEEL 83 1/4" X 2-1/7 PPH MS STEEL 87 Z ASTRAGAL (MESKER) STEEL 88 SURFACE BOLT PLATE STEEL 89 #8 X 14/4"PPH SELF TAPPER STEEL 90 LOUVER (meta I500-A-HRC BY AIR LOUVERS) 1500AJ2464 STEEL 91 SURFACE BOLT PLATE STEEL 92 #8X I -1/4" PPI-1 SELF TAPPER STEEL 028" I 0 -0- 0 1.1s. 1.13' 3.48' (162' 17'1 O 00 000 rt CID° C-71— • 0 ,§‘ 107 1.19" I 1.19. t r;i1FRAME HUME Releorosmant 0 ANA 0.075° 159 WEA1HSTRIP 0.94- " ASTRAGAL C)SURFACE ROLF RAM atj)DIRESHOID NGP 6896v VINYL WEATHERSTRIP s \ a 1 ....... ? NI:/60/65:1RA )N • 00 C A At 28 E 2 Das 02 20 11 MAAS AS 00719 PE XV_ z COM S 4 • • • • .4. PRO= la-017 "' ,No° AD12 15 8 OF 13 HARDWARE FORM BARRY UNIVERSITY PROJECT: SOFTBALL/BASEBALL TICKET BOOTH/ EQUIPMENT STORAGE 11300 NE 2ND AVENUE MIAMI SHORES, FLORIDA ARCHITECT: MANUEL SYNALOVSKI ASSOCIATES, LLC. 1800 ELLER DRIVE SUITE 500 FORT LAUDERDALE, FLORIDA 33316 GENERAL CONTRACTOR: EMERALD CONSTRUCTION CORP 1086 NW 1 COURT HALLANDALE BEACH, FLORIDA 33009 PREPARED BY: Jolima Saavedra JJAS DOOR INSTALLATIONS, INC 7302 NW 70TH STREET MIAMI, FL 33166 Submitted Date: 05- 24- 2012 °°�"° dO EXC Iu'S 1t'�},".,t F., Revision 1 Revision 2 ` f t REVISE AND p.ERESUBMIT Revision 3 for gee t'al ,..-..o .A.,' Revision 4 Review I. Only rrdiC i o` th„ prol eci: silt fig' -.;a Revision 5 } ' t. . is w i I��„�° .;Tr 'L EU r lc,�: with the design r2 rrt ii itcc w h the iforr; + ^'rn ;;teen in i re ,,r�,_;r �t clocuttter.ts ,,t;. t.00r, ernen S of ilia a'at and Lud< , ;:,.:cltications. Contractor is s i+,d�i()nBdblP. fOr: Ijii�lFrt'�iortS twhtCti shall be conlirrned arid: correlate QF at the job s0e; fabrication processes aoacl techniques t,. "}, , .•, i t'-; tl`:: i of till other trades and the - OOrdifiatii.'iE� of . � � - , %El: tisi'ctory perlcnn raliCe ': PTES, LLC 06.9?1.2 E SYN PROJECT NAME: Group ( t #1 100, 103 BARRY UNIVERSITY SOFTBALL/BASEBALL TICKET BOOTH/ EQUIPMENT STORAGE Description Model No. Finish Mfgr, 4 Ball bearing hinge 4' x 4' /z 1 Lever passage 1 Single dead bolt 1 Panic threshold 36" 1 Weather strip 19' #2 8 Ball bearing hinge 4'h x 4' 104 1 Lever passage 1 Single dead bolt 4 Surface bolt 1 Panic threshold 72" 1 Weather strip 22' 1 Zeta metal astragal blank BB5 nrp ND1OS RHO B660P 2005AV S88B BB5 nrp ND1OS RHO B660P SB453 2005AV S88B 600 626 626 Alum Black 600 626 626 652 Alum Black Submitted Date JJas Door Installations, Inc Hardware Schedule PROJECT NAME: Group ( t #1 100, 103 BARRY UNIVERSITY SOFTBALL/BASEBALL TICKET BOOTH/ EQUIPMENT STORAGE Description Model No. Finish Mfgr, 4 Ball bearing hinge 4' x 4' /z 1 Lever passage 1 Single dead bolt 1 Panic threshold 36" 1 Weather strip 19' #2 8 Ball bearing hinge 4'h x 4' 104 1 Lever passage 1 Single dead bolt 4 Surface bolt 1 Panic threshold 72" 1 Weather strip 22' 1 Zeta metal astragal blank BB5 nrp ND1OS RHO B660P 2005AV S88B BB5 nrp ND1OS RHO B660P SB453 2005AV S88B 600 626 626 Alum Black 600 626 626 652 Alum Black Submitted Date 05 -24 -2012 Revision 1 Revision 2 Revision 3 Revision 4 Revision 5 1 Design H. Schlage Schlage Pemko Pemko Design H. Schlage Schlage Ives Pemko Pemko Mesker 7302 NW 70th Street • Miami • Florida • 33166 • Tel. 305 887 -2747 • Fax. 305 887 -2277 Built to perform without fail. • Tested to at least four times the 600,000 -cycle ANSI Grade 1 requirement • Exceeds ANSI A156.2, Series 4000 Grade 1 locked lever torque requirements • The only cylindrical lock available with our exclusive Vandlgard® technology Outside lever Rose Cylinder Outside spring cage assembly — Chassis adjusts 154° - 2 h /8° thick doors Push -turn button (certain function) provides visible locking status Latch 1/2° throw Latch screws Anti - rotation plate Inside spring cage assembly with integrated spindle /spring cage reduces lever wobble and droop Spring cage screws Rose Inside lever Strike screws Strike ND- Series with Vandlgard The ND- Series Vandlgard is ideal for areas subject to abuse or anywhere vandalism is likely to be present, such as schools, universities, offices and commercial /public buildings. Vandlgard prevents damage to intemal lock components caused by excessive force from hitting or standing on the lever to gain access. Vandlgard functions maintain total key system and architectural design compatibility with Schlage's regular ND- Series cylindrical locks. Locked lever freely rotates up and down while remaining securely locked. The Vandlgard function also increases resistance to over - rotation of the lever. 9 Standard Cylinders Standard cylinders are available in Classic keyways or in patented Everest keyways. Specify keyway to differentiate between Everest and Classic. Example: C (Classic) vs. C123 (Everest). Full Size Interchangeable Core 8 Schlage FSIC full size interchangeable core (IC) locksets allow immediate rekeying at the door simply by using a special control key to replace the core. Standard Cylinders Number Descriijetlon 23 -065 ? 6 -Pin conventional (standard) 20-765-XP i Primus XP high security 20- 565 -XP Primus XP UL437 Listed high security 23 -000 Hotel cylinder N123 -042 Temporary construction plug, plastic for functions Available in 606 and 626 finish only. Everest C123 keyway standard. r° Available in all lever designs, full size interchangeable cores can be integrated into any 5 or 6 -pin Schlage key. Full Size Interchangeable Cores Number.." 23 -030 Conventional core 20- 740-XP Primus XP high security core N123 -127 FSIC Driver Available 606 and 626 finish only: Everest 023 keyway standard. Primus XP High Security Cylinders Primus XP cylinders are recommended for upgrading existing Classic key systems. Due to its extended patent life, the newly designed Everest Primus is recommended for new key systems and for upgrading existing Everest" key systems. Specify keyway to differentiate between Everest and Classic. Example: CP (Classic) vs. C123 (Everest). See Schlage Cylinders, Keys and Key Control Catalog (SC -5293) for more details. 18 Lever Designs Athens Symbol: ATH (L-Series 07) Material: Pressure cast zinc lever; wrought brass rose 8 S 11:4 Symbol: RHO (L-Series 06) Material: Pressure cast zinc lever, wrought brass rose 8 • Ea 0,1) (IN Omega 10 Symbol: OME (L-Series Omega) Material: Pressure cast zinc lever; wrought brass rose 8 II Si 411 All designs shown in 626 Satin Chrome Sparta Symbol: SPA (L-Series 17) Material: Pressure cast zinc lever; wrought brass rose Tubular Symbol: TLR (L-Series 03) Material: Pressure cast zinc lever; wrought brass rose 8S Tactile Warni MiIIed order as follows. f.IATfOr Athens • - alto for Rhodes - - BSP for Sparta Order as foIIow: ATFt for • : . 3 Onlyavailabte-tri outside lever, unless otherwise specified = Standard cylinder. = Antimicrobial coating available on 626 finish only. 8 FSIC - Full size interchangeable core option. = Meets California code for 1/2° or less return to the door. = SFIC - Small format interchangeable core option. = Extended factory lead time. = Complies with ADA Accessibility Guidelines. LOCK Functions 1 ANSI A156.2 Series 4000 Grade 1 Deadlatch Blank plate Turn /push button Key Request to Exit Option Electrified Push -button Springlatch Fixed lever SCHLAGE ND12D Exit Lock • Outside Iever'aIw'ays fixed • Inside lever always unlocked. ANSI F89 12 Outside Inside SCHLAGE ANSI ND120EL - Electricaiiy Locked (Fail Safe) • Outside lever continuously locked electrically. • Unlocked by switch or power failure. • Auxiliary latch deadlocks latchbolt when door is closed. - Inside lever always free for immediate exit. Outside Inside 4IP Non -Keyed Locks SCHLAGE ANSI NLY11 75 Passage Latch • Both levers always unlocked. Outside Inside SCHLAGE ANSI ND12DEU - Electrically Unlocked (Fail Secure) • Outside lever continuously locked until unlocked by electric current. • Auxiliary latch deadlocks Iatchbolt when door is closed. • Inside lever is always free for immediate exit. Outside Inside SCHLAGE ANSI ND25D Exit Lock • Blank plate. outside. • Inside lever always unlocked. Outside Inside inP Latches ND -Series latches are adjustable for fiat or beveled edge doors. Latches and strikes are fumished in brass, bronze, or chrome finishes to be compatible with lock trim. When ordering, specify quantity, part number, and finish. All ND- Series latches have' /2" throw and 1" housings except 23/8" backset latches, which includes sleeve G506 -815 to fill a 1" edge bore. Standard latches are shown in bold type. Latches Deadlatch 1 SPringlatch Backset Qeac iption ' 3i2°(i3trm) �h "(t3 mm) —+ 1 ' /s" (29mm) x 2'/4" (57mm) square ■ 23/8" 1 corner l (60 mm) ;1 '/e (29mm) x 2'/4" (57mm) square i 7irrme Throw 14-047 14-048 i corner 1' /e" (29mm) x 2Yd" (57mm), standard [ _ 23/4" I square comer 13-047 13-048 (7o mm) 1 '/e (29mm) x 2' /a (57mm) throw, I 14-042 — anti-friction door latch, square comer 33/4" 1 Y8" (29mm) x 2'/4" (57mm), square 14 -028 14-010 (95 mm) comer 5" Badcset extension link 43 -005 — L Deadlatch Springlatch 3/4" Throw Anti - Friction Deadlatch for Pairs of Fire Doors 20 Long Backsets ND- Series locks with 5" backsets are normally furnished with 11/2" faceplates and 1 " housings. Links installed in metal doors require one A501 -567 sleeve and 43 -005 (order separately) to join latch and link. 2 3/4" Latch Extension Link (43 -005) DoorReinforcemei Reinforcing unit is required to reinforce and help: prevent the collapse .bf hollow Metal doors when- Iocksets are tightly mounted. This kit should be used with long backsets for ND- Series lock installations in hollow metal doors to prevent lateial prevent moment of the latchbolt. Specify door thickness, 13/8 " 5 mm) or 3 '[ f4 (44 mm) ; when Ordering-reinforcement kits.:, Sleeve (A501 -567) (add to 2 3/4" backset latch) 0 inforceme_r 37-001 Kit. includes Reinforcement' A501-556, for 13/4" doors or A5ti1 -5655 f 1 /8 " doisrs Sleeve A501 7567 for 5" backsets. �� Strikes All Schlage strikes are furnished complete with screws. The standard ND- Series strike has a 131m" lip. When ordering separately specify quantity, product number, finish, and lip length. Standard strikes are shown in bold type. Strikes r Backset Description Lip Length 11 /e° x 21/4° (28mm x 70mm) Square corner, 10-013 10-016 T- strike, box I 11/43- (28mm) i 11/43r x 23/4a (28mm x 70mm) Square comer, i T- strike, box 1 11/4° (38mm) 11/4° x 47/e' (32mm x 124mm) Standard, no 3 13A6„ Dom) box, ANSI 10-025 11/4° x 4'/e° (32mm x 124mm) ANSI, no box 13/e° (35mm) K510-066 Box for 10-025 ANSI strike L — ANSI Strike — Standard (10 -025) 11/4° X 47/8° X 3/32° -at Square Corner Box Strike (10 -013) F-1 11/8 x 23/4° x 3/32° 0 Rabbeted Latch and Strike Kit Accessories Rabbeted latch and strike kit finishes: 605, 626. This kit adapts square corner latches and 23/4' (28mm) high strikes for ib" (13mm) rabbeted door and frame preparations. Rabbeted Latch and Strike Kit (39 -030) 13 /e" D- Series Lever Door Spacer* XN12 -012 'For installation on 13/a °, doors, two (2) spacers are required. Specify finish. 21 The toughest deadbolts in the business. • 1" (25 mm) throw, high - strength steel alloy deadbolt with hardened steel roller resists sawing and kick -in attacks • Precision -built solid brass 6-pin cylinders with phosphor bronze springs and nickel silver pins ensure long life and smooth operation • Tough nickel silver keys for smooth, long - lasting operation • Exclusive concealed wood frame reinforcer protects wood jamb against kick -in attacks • Large inside thumbturn makes it easy to throw and retract deadbolt • Security shield protects bolt from ice -pick attack through the door • Hardened steel ball- bearings protect mounting bolts from drill attack Thumbtum r /4" mounting bolts Hardened steel ball bearings Steel mounting plate Security shield 7 /8" cylinder collar in solid brass or bronze Outside cylinder housing Thumbturn mounting screws Deabok with 1" throw high - strength steel alloy and anti -saw pin Strike Box Wood frame reinforcer with *12 x 3" wood screws, standard for all B -Series deadbolts B600- Series cylinder: 6 -pin Everest patented key cylinder 8700- Series cylinder: Primus XP controlled access 8800 -Series cylinder. Primus XP High Security, UL437 Listed BG007700 %400 Cylinder retaining screw 9 U l' • Deadbolt Designs Sch!ages toughest heavy duty Grade 1 commercial deadbolt. Furnished with conventional cylinder standard. Also available with full size interchangeable core cylinder or small format interchangeable core (SFIC) cylinder. Requires 21/4° (55mm) prep. UL1OB fisting standard for auxiliary lock on A Label fire doors. B700- Series Same lock as 8600 -Series but fumished with Primus XP Controlled Access cylinder for patented key control, geographical exclusivity and resistance to picking and impressioning. Also available with Primus XP full size interchangeable core cylinder. B800-Series Same lock as 8700- Series but Primus XP high security cylinder is UL437 Listed to resist drilling and other forms of physical attack. Not available in interchangeable core. All designs shown in 626 Satin Chrome 10 Thumbtum for 8600, 700 and 800 B -600 / B -700 / B -800 Deadbolt Functions! ANSI A156.5 Bored Deadbolt Locks Grade 1 Key Thumbturn Deadbolt Deadbolt Key 41, Blank Plate Standard cylinder. 8 FSIC - full size interchangeable core option. SFIC - small format interchangeable core option. Complies with ADA Accessibility Guidelines. ADA Compliant: Schlage Lock Company offers a wide selection of locks designed to meet the Americans With Disabilities Act. Product information and specifications contained in this catalog are subject to change without notice. Please consult the factory. 12 B -600 Series SCHLAGE ANSI (11.3 E1251 Single Cylinder Deadbolt • Deadbolt thrown or retracted by key outside or thumbtum inside. Outside Inside 4IGI1 688E1 ' B -700 Series SCHLAGE B760P SCHLAGE B661P ANSI E2161 Cylinder Only x Blank Plate Deadbolt • Deadbolt thrown or retracted by key outside. • Blank plate with exposed screws inside. Outside Inside Y8i ANSI E1251 Single Cylinder Deadbolt • Deadbolt thrown or retracted by key outside or thumbturn inside. Outside Inside B -800 Series SCHLAGE B860P ANSI E1251 Single Cylinder Deadbolt • Deadbolt thrown or retracted by key outside orthumbtum inside. Outside Inside SCHLAGE B761P ANSI E2161 Cylinder Only x Blank Plate Deadbolt • Deadbolt thrown or retracted by key outside. • Blank plate with exposed screws inside. Outside Inside 68 SCHLAGE 886'1P ANSI E2161 Cylinder Only x Blank Plate Deadbolt • Deadbolt thrown or retracted by key outside. • Blank plate with exposed screws inside. Outside Inside 11 • ANSI : Gauge of metal : Base Material : Design & Templating : Fire Door Use : Swaging : Security NRP : Pin : Pin Removal : Bearings : Electrification : Fasteners : Warranty : Meets ANSI A156.1 - Dimensions and tolerances conform to ANSI - A156.7 .134" +/- .005" on 4.5" x 4.5" size & .145" +/- .005" on 5" x 41 /2" size Steel (ANSI A8112) or Stainless Steel (Grade 304)(ANSI A5111) Marine Grade 316 US32D Stainless Steel also available 5 Knuckle Design & Templated hole locations for wood or metal doors & frames Approved for most types of fire doors up to 4' x 10', 8' x 10' pairs - Refer to NFPA80 1/16" Swage standard which provides 1/16" of clearance between leaves NRP - Non removable pin available upon request Equipped with easily seated non - rising pin with button head Hole in bottom knuckle tip enables quick pin removal for ease of installation Each hinge has 2 sets of maintenance free non detachable bail bearings Concealed thru wire and monitoring options available, See electrified section Each box of 3 hinges contains full set of machine and wood screws Limited Lifetime Warranty Available Finishes US# BHMA# US3 632 U54 US10 US10B 1)515 US26 U526D U532D USP 633 639 640 646 651 652 630 Finish Description Bright /Polished Brass Brushed /Satin Brass Brushed /Satin Bronze Oil Rubbed Bronze Brushed /Satin Nickel Bright/Polished Chrome Brushed /Satin Chrome Brushed /Satin Stainless Steel (type 304 or 316 marine grade) Prime Painted 'Other Finishes Available upon request „true vor. riv€ Rogersv le MO 657 1 {; IVES sup ce dolts D2 Meets ANSI/BHMA A 156.16 UL listed 3 hour fire door, up to 10`0° Miami Dade County NOA Listed Meets ANSI /BHMA A156.16 L84161 UL listed 3 hour fire door, up to 10'0° SB360 Surface Bolt • Surface Bolt has 1 -1/4" throw for maximum security. • Jimmy - resistant design, bolt locks automatically when thrown, can be released only be pressing knob toward door while retracting. • Ideal for all types of doors. ▪ Available in 12" length • Unit locks in both the up and down position. • Accepts padlock (not furnished) with maximum 3/8" diameter shackle, minimum 1 -3/4" shackle opening height. Units packed with one -way screws for added security. Standard screws also supplied. • Units packed with both a universal top strike (US) and a mortise bottom strike (MS). • Constructed of heavy duty steel. • Optional Sex Bolts available. Optional Mortise Strike available. Dimensions Bar: 3/4" Wide x 3/4" Thick Overall Width: 2-1/32' Overall Projection: 2 -1/16" Top Strike: 1 -1/2" Wide x 1 -1/2° Long x 3/16" Thick Optional Mortise Strike: 1 -5/8° Wide x 3-1/2" Long x 1/8" Thick Finishes Ives Number US2C BHMA 603 Surface Bolt Surface Bolt has 1 -3/16° throw for maximum security. Strong tension springs prevent creep. Ideal for all types of doors. Available 8° & 12" lengths. Units packed with standard screws for added security. Units packed with both a universal top strike (US) and a mortise bottom strike (M5). • Constructed of heavy duty steel. • Optional Sex Bolts available. • Optional Thru Bolts available. Dimensions Bar. 3/4" Wide x 1/4" Thick Overall Width: 2 -1/32° Overall Projection: 1 -5/16" Top Strike: 1-1/2" Wide x 1-1/2° Long x 3/16° Thick Bottom Strike: 1 -5/8" Wide x 31/2" Long x 1/8" Thick Finishes Ives Number US2C US3 US4* US10 US10B US26D BHMA 603 632 633 639 640 * only available in 8" bolt length. USA 1.877.613.8766 I Canada 1.905.403.1800 www.ives.ingersollrand.com PEMKO ABLOY 1/4" (6.4) Compression Bulb Stabilizer Flange /2 � 1,-," Bacesige � � Backing (12.7) S88 0 Copyright © 2008 Pemko Manufacturing Co. All rights reserved. Reproduction in whole or in part without the express written permission of Pemko Manufacturing Co. is prohibited. 588_PDF Rev 1 - 05.14.08 PEMKO ASSA ABLOY 5" (127.0) 2005AV .1 7 Copyright © 2008 Pemko Manufacturing Co. All rights reserved. Reproduction in whole or in part without the express written permission of Pemko Manufacturing Co. is prohibited. 2005 V PDF Rev 1 - 05.14.08 IRRICANIE RATE'I '-BLADE LOUVER 1 5OOA HRC E> Inverted "Y" Blades with Security Grille Meets up to 350 ft Ib Impact Rating for Severe Windstorm Rating. Electro - Galvanized Finish Provides Weatherproof Finish for Exterior Applications. Florida Building Code Approved File # FL13341 SPECIFICATIONS: 18 gauge CRS frame and blades; 12 gauge CRS security grille. Minimum size 6" X 6", Maximum size 24" x 64" Louvers: 2 rows of Inverted, split "Y" blades with 1" blade spacing are attached to welded frame with by interlocking construction. Non- vision design. Security Frame: Security grille is welded to on interior and exterior of louver with 13/16" square openings 1" on center. Thru - bolted to door. 1 -3/4 ". For 1 3/8 doors, consult factory . Door cutout order size. J, #8-32 Phillips head thru -bolts with blank head one side. Standard Electro- Galvanized base with Powder Coat Finish. jG (B) Mineral Bronze (standard color) (G) Gray _ (BK) Black — (FBK) Fiat Black (W) White _ (SB) SC Beige _ (SA) Satin Aluminum (S) Sand _ (AB) AMS Beige (R) Red (GH) Gray Hammertone Color Samples Online 40% free area. OPTIONAL FEATURES AT AN ADDITIONAL COST: (S) 20 gauge stainless steel —#4 finish. (G) Galvanized sheet for Corrosion Resistance & Exterior Use. 16 gauge CRS blade and 10 gauge security grille. Special order colors. Please provide color chip. Torx Hex head Other: 18 -14 mesh insect screen installed in roll formed aluminum frame { Aluminum bronze fiberglass stainless Bird Screen Custom sizes, other door thickness, other options; Contact Customer Service. LISTING & RATINGS: F1500A-HR Listed Severe Windstorm` Approved Louver • Tested in Accordance with: ASTM E330, ASTM E1996, ANSI A250.13 TAS 203, 201, 202, ASTM E 1886 Impact (ft Ib) 350 [DP Rating (PSF) 60 Order Format: 1500A -HRC Example: 1500A-HRC 2464B Option S,EG W H Color AIR LOUVERS Distributor: Width: 7-4 x Height: VI Architect: Quantity: / Contractor: Model: Project: Date: Version: ALPDS11I5 800. 554 -6077 QUOTES@ACTIVARCPG.COM ORDERS@ACTIVARCPG.COM SALES(Q%AIRLOUVERS.COM FAX: 952-835-2218 VISIT WWW.AC11VARCPG.COMi FOR THE MOST UPDATED PRODUCT INFORMATION • AN ACTIVAR CONSTRUCTION PRODUCTS COMPANY BLOOMINGTON, MN • WAREHOUSES: LANCASTER PA, ATLANTA GA, CHICAGO IL, SEATTLE WA MANUFACTURING: COMMERCE CA,