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MCC-18-3543Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: MCC-11-18-3543 Permit Type: Mechanical - Commercial Work Classification: A/C Replacement Permit Status: Approved Issue Date: 11/30/2018 I Expiration: 05/27/2019 Parcel Number 11300 NE 2ND AVE BROWNE HALL, Miami Shores, FL 33161 1121360000050 Contacts BARRY UNIVERSITY INC BARRY UNIVERSITY 11300 NE 2 AVE, MIAMI SHORES, FL 331616628 Owner COOL WATER AIR CONDITIONING Contractor STEPHEN KERNEY 5518 GARFIELD ST, HOLLYWOOD, FL 33021 Business: 3058070288 COOLWATERAC@COMCAST.NET Description: A/C CHANGE OUT . REPLACE 1.5 TON SPLIT SYSTEM Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee $50.00 $2.40 $2.00 $2.00 $0.80 $76.00 $9.00 $3.15 Total: $145.35 Inspection Requests: 305-762-4949 Payments Total Fees Credit Card Credit Card Amount Due: Date Paid 11/30/2018 11/28/2018 Amt Paid $145.35 $95.35 $50.00 $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulate _ . : ' uction and,.6ning. Futhermore, I authorize the above named contractor to do the work stated. uthorized Si. na ureE Owner Applicant / Contractor / A ynt Date November 30, 2018 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING fl ELECTRIC ❑ ROOFING PLUMBING E MECHANICAL (PUBLIC WORKS 10B ADDRESS: l 3 o o (" Ir City: Miami Shores County: Folio/Parcel#: -Q13b- on- OOSCD Occupancy Type: Load: Construction Type: Flood Zone: C e • FBC 20 i1 Lt 41 Master Permit No. Mck 1l_ 1 `3 1 3 Sub Permit No. REVISION EXTENSION n RENEWAL CHANGE OF n CANCELLATION ❑ SHOP CONTRACTORDRAWINGS �'AI� � 17 t Miami Dade Zip: 3 3 / 6 / Is the Building Historically Designated: Yes BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): 3 Cl r v y Cot I e j Phone#: Address: (1 3 0 N' V2 d jer U>° City: VI/ 1 n ('Yl. ( Sh (yes State: -FL- Zip: I (U f Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: CVO I kliit,'k-( ( Cy., d,.,_,,Phone#: p.5----- 20-7-02.g 8 Address: -7K0 S. 51,,v,fe-p.Ale - City: /IA,:Na w, r R V c State: I Zip: 3 -3 i `7 Qualifier Name: Jj—o i,, h c...Air✓ , 2 ei/ Phone#: State Certification or Registration #: (' 0-t L c 7/ 0 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: / City: State: Zip: Value of Work for this Permit: $ 3 6 [i U Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 1 New Repair/Replace I I Demolition Description of Work: CL/C c hQn9 01.E 1- L nib 1. S }-or‘ 41A1- Sl.l S (11 Specify color of color thru tile: 7'� Submittal Fee $ S 0 hdPermit Fee $ \')h V�v CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 2 • °a DBPR $ . 440 Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ g 5 ' J .c.y., (Revised02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 approved and a reinspection fee will be charged. Signature _j_e_pr who has produced OWNER or AGENT The foregoing instrument was acknowledged before me this , 24 day of NoVat56'L , 20 l , by 3-0 day of NONte.m €-r , 20 1 , by (11,506N I W56M-1 6I) , who is personally known to S% V (l V-1'l j , who is personally known to as me or who has produced Ft— Crv1 Vey . C�i'Y L+Zas identification and who did take an oath. NOTARY PUB • . NOTARY PUBLIC: identification and who did take an oath. Sign: Prin Seal ************ 2 CONTRACTOR The foregoing instrument was acknowledged before me this Sign: Pri Sea **************************************************** APPROVED BY lans Examiner Zoning • Structural Review (Revised02/24/2014) Clerk 11/20/2018 Detail by Entity Name DIVISION OF CORPORATIONS rot Qepartment of State / Division of Cot i n / Search Records / Detail By Document Number / Detail by Entity Name Florida Not For Profit Corporation BARRY UNIVERSITY, INC. Filing Information Document Number 711458 FEI/EIN Number 59-0624364 Date Filed 09/08/1966 State FL Status ACTIVE Last Event AMENDED AND RESTATED ARTICLES Event Date Filed 03/27/2009 Event Effective Date NONE Principal Address 11300 N.E. SECOND AVENUE MIAMI, FL 33161 Changed: 04/30/2018 M fling Address 11300 N.E. SECOND AVENUE MIAMI, FL 33161 Changed: 04/30/2018 Registered Agent Name & Address DUDGEON, DAVID 11300 NE SECOND AVE LAVOIE HALL #209 MIAMI, FL 33161 Name Changed: 11/02/2016 Address Changed: 11/02/2016 Officer/Director Detail Name & Address Title S DUDGEON, DAVID http://search.sunbiz.org/Inquiry/CorporationSearch/Search ResultDetail?inquirytype=EntityName&directionType=1 nitial&searchNameOrder=BARRYCO... 1/3 11/20/2018 11300 NE SECOND AVE MIAMI, FL 33161 Detail by Entity Name Title T _Rosenthal Susan C 11'300 N.E. SECOND AVE NCJ E? 'MIAMI, FL 33161 Title D Bussel, John 11300 NE SECOND AVE MIAMI, FL 33161 Title PD BEVILACQUA, SISTER LINDA 11300 NE SECOND AVE MIAMI, FL 33161 Title VP Murray, John 11300 N.E. SECOND AVENUE MIAMI, FL 33161 Annual Reports Report Year Filed Date 2016 04/29/2016 2017 04/27/2017 2018 04/30/2018 Document Imam 04/30/2018 -- ANNUAL REPORT 04/27/2017 -- ANNUAL REPORT 11 /02/2016 -- Reg_8gent Chang 10/27/2016 -- Reg. Agent Change 10/18/2016 -- AMENDED ANNUAL REPORT 04/29/2016 -- ANNUAL REPORT 04/23/2015 -- ANNUAL REPORT 03/31/2014 -- ANNUAL REPORT 04/01/2013 -- ANNUAL REPORT 02/08/2012 -- ANNUAL REPORT 01/31/2011 -- ANNUAL REPORT 01/29/2010 -- ANNUAL REPORT 03/27/2009 -- Amended and Restated Articles 03/19/2009 -- ANNUAL REPORT 05/23/2008 -- ANNUAL REPORT 02/05/2007 -- ANNUAL REPORT View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format http://search.sunbiz.org/Inquiry/CorporationSearch/Search ResultDetail?inquirytype=EntityName&directionType=1 nitial&searchNameOrder=BARRYCO... 2/3 COOL WATER AIR CONDITIONING INC. 5716 NE 4th Ave, Miami Fl 33137 Phone 305 807-0288 Fax 305 456-8263 www.coolwaterac.com Barry University Main Campus 11300 NE 2"d Ave Miami Shores, FL 33161 Attn: Al November 20, 2018 Ref: 1.5 ton split system installation for Browne Hall Rooms 17 and 18 Dear Sir, Thank you for calling on Cool Water Air Conditioning. The following is a price quote to supply and install a 1.5 ton split system for rooms 17 and 18 at Browne Hall. The Air Handler is a Fan/Coil Unit located in the ceiling and will require ceiling grid removal and re- install. This unit is made by First Company and will include installation in same location. Reconnect to existing ductwork, refrigerant lines, electrical, and condensate lines. Condensate Float switch and reconnect to existing BAS Thermostat. Startup system and check for proper operation. The price to do this would be $4,000.00 The breakdown on this would be $1750 for the equipment, $1450 for the Labor, Miscellaneous Material $400, and $400 for the Permit. Please feel free to contact me with any questions or comments. Sincerely, Steve Kerney Accepted By: Date: CS-18 3543 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax:(305) 756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC • his form must accompany ALL air conditioning replacement permit applications. Each:unitehangeout must be on its own data sheet. Multiple units on single sheets are not acceptable. • Job Address (where the work is being done): ( ( 3 0 0 IfIl City: Miami Shores Village County: Miami Dade c� • • p ..•1 • .. • Zi Code•:•...3 . ..• • • • . . .. • • . . • • ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CQp1CRETE SLAB • .. ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION* • • A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS: • • •. • • • AHRI DATA SHEET REQUIRED Change disconnecting means: YES (— NO ARHI Sheet Attached: YES • . . •• . .. . NO ( Contract Attached: YES UNIT BEING REPLACED DATA NEW UNIT fii . sf eC0'Yp any MANUFACTURER W peci — ;r Kt' nC 1cIN)C5-2`--I0 AHU or PKG. UNIT MODEL # (-)).5R itan v COND. UNIT MODEL # WA 1'4 1'i.)Ali 4 A KW HEAT 5 i. 5 h..11 NOM TONS 1. 5 ire. AHU CU PKG 1) M.C.A AHU 23 CU'-j PKG AHU CU PKG 2) M.O.P AHU 3OCU) p PKG AHU CU PKG 3) VOLTS AHU CU PKG PKG UNIT / / PKG UNIT / / EER/SEER i I. 5 / 114.6 YES NO REPLACING DUCTS YES N0) YES NO REPLACING THERMOSTAT YES NO YES NO NEW 4"CONCRETE SLAB YES NO YES NO NEW ROOF STAND YES NO J YES NO NEW RETURN PLENUM BOX YES NO 1. Minimum Circuit Ampacity (Wire Size): 2. Maximum Overcurrent Protection (Fuse/Breaker Size): 3 O aLJC) 3. Voltage of Circuit (208/240/480): 4. Size Disconnecting Means: n \ /� N�iilb�2 Contractor's Company Name: ()cot_ Ie)WTi� A141_ Cc'14SCr Phone: (A00 Q7- oar ' State Certificate or Registratiii Competency No. Signature Date: .� / " 1 ualifier's signature) • .• (Revised02/24/2014) First Co. Certificate of Product Ratings First Co. Certified Reference Number: H38636 Outdoor Unit Manufacturer: RHEEM Outdoor Unit Model Number: WA1418AJ1 First Co. Indoor Model Number: 19HX Cooling Capacity (MBTUH): EER (Cooling) SEER (Cooling): 17.1 11.50 14.50 Print Date: 11/19/2018 • •••• • • • •• • • • • • .••• • • • •••• •• • • • • ..• • •• • ••••Il • • • • • • • . • • ....I • •• • • • ....4I •• • .. • . • • • First Co. certifies that the capacity and SEER values shown are calculated using the methodology in Section 430.23(M) of 10CFR Part 430. The calculation procedure utilizes test data collected in accordance with ANSI/AHRI 210/240-2008. DOE Requirement Effective July 5, 2011, the U.S. Department of Energy (DOE) issued a Final Rule (10 CFR Parts 429-431) that expands the existing certification, compliance, and, enforcement requirements for all covered products, including Residential and Commercial HVAC products. As part of the Final Rule, all efficiency information for covered prod- ucts must be on file with DOE. All First Co. ratings have been submitted to DOE. Certification Vertification The above rating information can be verified on either of the following web sites: First Co.: ratings.firstco.com DOE: www.regulations.doe.gov/certification-data Void Date: 07/01/2019 BMP INTERNATIONAL, INC. MECHANICAL UNIT STEEL TIE -DOWN CLIP: AT GRADE & ROOF -TOP MOUNTED APPLICATIONS t CENTER OF GRAVITY ASSUMED TO ACT AT THE GEOMETRIC CENTER OF THE MECHANICAL UNIT. MECHANICAL UNIT MUST BE SQUARE OR RECTANGULAR, NO IRREGULAR SHAPES. HOST STRUCTURE DESIGN BY OTHERS. SEE DESIG SCHEDULES FOR ALLOWABLE SUBSTRATES MECHANICAL UNIT TIE -DOWN ISOMETRIC ISOMETRIC tCENTER OF GRAVITY. 75LB MIN. WEIGHT, MECHANICAL UNIT PER SEPARATE CERTIFICATION, TYP. SEE DESIGN SCHEDULE FOR MAXIMUM SURFACE AREA AND DESIGN PRESSURE, TYP, STEEL TIE -DOWN CLIPS. SEE DETAIL 1/3 & 2/3 FOR CUP INFORMATION, TYP. 3° MAX,I TYPE OF CUP AND NUMBER OF CLIPS PER CORNER WILL VARY PER CONNECTION TYPES C1-C4 ON SHEET 2 TIE -DOWN CLIP DIRECTIVE EXAMPLE (THE FOLLOWING EXAMPLE ILLUSTRATES THE PROCEDURE USED TO DETERMINE THE MAXIMUM ALLOWABLE ROOF -TOP INSTALLATION HEIGHT, H, FOR ANY GIVEN MECHANICAL UNIT THAT CONFORMS TO THE DIMENSION RESTRICTIONS AND DESIGN CRITERIA LISTED HEREIN. SEE SHEETS 4-5 FOR DESIGN SCHEDULES.) MECHANICAL UNIT CRITERIA: CONSIDER THE INSTALLATION OF (I) MECHANICAL UNIT WITH THE FOLLOWING CRRERIA- • Vult-170 MPH, EXPOSURE 'B' • 48" TALL x 48' DEEP x 48" WIDE, 100 LB (WEIGHT AS VERIFIED BY OTHERS) • INSTALLED TO 3000 PSI MIN CONCRETE WITH (1)-2" CLIP AT EACH CORNER OF UNIT (TOTAL OF (4) CUPS) PROCEDURE: PROCEDURE STEP RESULT 1 DETERMINE THE CONNECTION TYPE BASED ON THE DIAGRAMS ON SHEET 2 CONNECTION TYPE 3 2 DETERMINE WHICH DESIGN SCHEDULE TABLE TO USE THIS INSTALLATION I5 INTENDED FOR A Vult-170 MPH, EXPOSURE 'B'. THIS DESIGN CRITERIA CORRESPONDS TO TABLE 5 3 DETERMINE LARGEST FACE AREA OF MECHANICAL UNIT TO BE INSTALLED 48"x48"=16FT• 4 CHECK MAXIMUM UNIT HEIGHT RESTRICTION THIS UNIT HEIGHT OF 48" IS EQUAL TO THE MAXIMUM ALLOWABLE HEIGHT OF 48". NOTE: THIS PRODUCT APPROVAL ALLOWS THE UNIT TO RE INSTALLED. ON TOP OF AN A/C STAND THAT IS A MAXIMUM 30" TALL. IF AN A/C STAND IS UTILIZED, CHECK TO SEE THAT THE STAND DOES NOT EXCEED 30"IN HEIGHT 5 CHECK MINIMUM UNIT WIDTH RESTRICTION UNIT WIDTH IS 48" WHICH IS GREATER THAN THE MINIMUM ALLOWABLE WIDTH OF 24' 6 DETERMINE THE ALLOWABLE ROOF -TOP HEIGHT OF THE INSTALLATION THIS UNIT MAY BE INSTALLED AT ROOF HEIGHTS LESS THAN OR EQUAL TO 15 FT. ADDITIONALLY, THIS UNIT MAY BE INSTALLED ON ROOFTOP HEIGHTS GREATER THAN SOFT ANO LESS THAN 100 FT. SEE (") ON TABLE 5 FOR THE NUMERICAL VALUES OF THIS DESIGN EXAMPLE DESIGN NOTES: FRANKL.. ccBERNARDO, P.E IF1�f(Inf%Miff/ *- M,..C649 THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH ASCE 7-10 AND THE FLORVAI} BUILDING CODE FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONB1191.. INDICATED IN THE ACCOMPANYING DESIGN SCHEDULES. THE DESIGN CRITERIA USED CALCULATE THE ALLOWABLE ROOF -TOP HEIGHTS CONSIDERS ASCE 7-10 SECTION 29.5.1 FOR ROOF TOP HEIGHTS (H) 560 FT AND SECTION 29.5 FOR ROOF TOP HEIGHTS (H)>60 FT /W & SECTION 29.4.1 FOR INSTALLATIONS AT GRADE. (GC.,), ,/t=3.10 WITHIN THE HVH2, (GC/) .. -1.90 OUTSIDE THE HVHZ, (GC/)„,,.=1.5 FOR ALL LOCATIONS (CONCURRENT). ALL OTHER DESIGN VARIABLES ARE IN ACCORDANCE WITH ASCE 7-10 CHAPTERS 26 & 29. THE HEIGHTS LISTED IN THE DESIGN SCHEDULES REPRESENT THE ALLOWABLE HEIGHT OF THE BUILDING. THIS PRODUCT APPROVAL ALLOWS FOR EACH UNIT TO BE INSTALLED ON A MAXIMUM 30" TALL A/C STAND (CERTIFICATION BY OTHERS) ON TOP OF THE HEIGHTS LISTED IN THE DESIGN SCHEDULES, GENERAL NOTES: I. THIS PRODUCT HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & ASCE 7-10. THIS PRODUCT MAY BE USED WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE. 2. NO 33-1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. DESIGN IS BASED ON CLIENT PROVIDED PRODUCT AND DIE SHEETS FROM TEST REPORTS ATEL 01970387A, *TEL 01970387B BY TESTING EVALUATION LABORATORIES, INC.. NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL BY THIS ENGINEER SHALL BE PERMITTED. 4. MAXIMUM & MINIMUM DIMENSIONS AND MINIMUM WEIGHT OF MECHANICAL UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. 5. FASTENERS TO BE *12 X 3;" OR GREATER SAE GRADE 5 UNLESS NOTED OTHERWISE. TAPCONS REFERRED TO HEREIN SHALL BE ITW-BUILDEX BRAND, CARBON STEEL ONLY, INSTALLED TO 3000 P5I MIN CONCRETE. SEE ANCHOR SCHEDULE FOR ANCHOR REQUIREMENTS. ALL FASTENERS SHALL HAVE APPROPRIATE CORROSION PROTECTION TO PREVENT ELECTROLYSIS. 6. ALL STEEL CLIPS SHALL BE ASTM A283 STEEL (GRADE D) WITH Fy=33 KSI OR BETTER. ALL STEEL MEMBERS SHALL BE PROTECTED AGAINST CORROSION WITH AN APPROVED COAT OF PAINT, ENAMEL OR OTHER APPROVED PROTECTION. G90-RATED COATING REQUIRED FOR ALL COASTAL INSTALLATIONS. 7. ALL CONCRETE SPECIFIED HEREIN IS NOT PART OF THIS CERTIFICATION. AS A MINIMUM, ALL CONCRETE SHALL BE STRUCTURAL CONCRETE 4" MIN. THICK AND SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, UNLESS NOTED OTHERWISE. 8. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS. 9. ELECTRICAL. GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. 10. THE ADEQUACY OF ANY EXISTING STRUCTURE 10 WITHSTAND SUPERIMPOSED LOADS SHALL BE VERIFIED BY THE ONSITE DESIGN PROFESSIONAL AND IS NOT INCLUDED IN THIS CERTIFICATION.EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 11. THE SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 12. WATER -TIGHTNESS OF EXISTING HOST SUBSTRATE SHALL BE THE FULL RESPONSIBILITY OF THE INSTALLING CONTRACTOR. CONTRACTOR SHALL ENSURE THAT ANY REMOVED OR ALTERED WATERPROOFING MEMBRANE IS RESTORED AFTER FABRICATION AND INSTALLATION OF STRUCTURE PROPOSED HEREIN. THIS ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY WATERPROOFING OR LEAKAGE ISSUES WHICH MAY OCCUR AS •MOTEL-TISHTiIES56HALLIBE TN•FUIL RESRINSIBILRY OF THE INSTALUNG • CONTRACAR.• • • • • • • t3i FOR AN E)(QL.ANATISN OP EXPOSURE IWITE•ORIES THAT ACCOMPANY THE Vult WIND SPEEDS•USED 1,11 nits AO PRSVAL♦IE*SECTIN 26.7.3 OF ASCE 7-10. • • • • • • • • • •.. •• • • • •• • • • • • • • • •••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• • • • • • • J/ 14 W 0% b O oz 6 a 3 yF FPAN1L.101LADOPE 15-2378 SCALES N.T.S. PAGE DESCRIPTION: J ••• • • • • ••. • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• .• • • • •• •• 000 • • • 000 • • 3° MAX CONNECTION TYPE Cl 1" CUP - UTIUZE (1) AT EACH CORNER FOR A TOTAL OF j4) PER UNIT 2" CLIPS 3 MAX M TYP, i^�N1MJ CONNECTION TYPE C3 2" CLIPS - UTIUZE (1) AT EACH CORNER FOR A TOTAL OF (4) PER UNIT CONNECTION TYPE C4 3" MAX.( TYP. 0- ANCHOR SCHEDULE: 1" CLIPS SUBSTRATE DESCRIPTION (1)-5/16"0 CARBON STEEL CONCRETE: ITW BUILDER TAPCON, 2W" FULL EMBED TO (4' THICK MIN, CONCRETE, 3(e" MIN. 3000 PSI MIN.) EDGE DISTANCE, 3) " MIN. SPACING TO ANY ADJACENT ANCHOR. ALUM ALUMINUM: ALUM " (1)-#14 SAE GRADE 5 SHEET METAL SCREW TO MIN'THICK, 6061-T6 ALUMINUM, PROVIDE (5) MIN. ALUMINUM) PITCHES MIN. PAST THREAD PLANE STEEL: (1)-#14 SAE GRADE 5 (0.125" MIN. SHEET METAL SCREW TO THICK, 33 KSI STEEL, PROVIDE (5) MIN. STEEL) PITCHES MIN. PAST THREAD PLANE O c2 CONNECTION TYPE C2 1' CLIP - UTILIZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNIT C4 • 2" CLIPS -UTIUZE (2) AT EACH CORNER FOR A TOTAL OF (8) PER UNif • • •• ••• 2" CLIPS SUBSTRATE DESCRIPTIONS * CONCRETE: (4" THICK MIN, 3000 PSI MIN.) (1)-5/16'0 CARBON S'1 ECC ITW BUILDER TAPCOII 2Y4" FULL EMBED TO L CONCRETE, 3)e" MIN. 4 EDGE DISTANCE, 334" MIN. SPACING TO ANY ADJACENT ANCHOR. ALUMINUM: (0.125° MIN. THICK, 6061-T6 MIN. ALUMINUM) (2)-#14 SAE GRADE 5 SHEET METAL SCREWS TO ALUMINUM, PROVIDE (5) PITCHES MIN. PAST THREAD PLANE STEEL: (0.125' MIN. THICK, 33 K51 MIN. STEEL) (2)-#14 SAE GRADE 5 SHEET METAL SCREWS TO STEEL, PROVIDE (5) PITCHES MIN. PAST THREAD PLANE 1. EMBEDMENT AND EDGE DISTANCE EXCLUDES FINISHES, IF APPLICABLE. 2. ENSURE MINIMUM EDGE DISTANCE AS NOTED IN ANCHOR SCHEDULE. 3. SEE DETAILS ON SHEET 3 FOR ANCHORS ATTACHING TO MECHANICAL UNIT. 6" MAX CLIP OFFSET •• ••• • • • • • • • •• ••• •• • • • •• • UNIT WIDTH fCLIP PAIR SPACING 1 nn 3" TYP { CUP -CUP SPACING UTILIZE (4) CLIPS EA SIDE OF UNIT FOR A TOTAL OF (8) PER UNIT • • • • • • ••• • • • • • • • • • •• • ••• • 11, LET • • 6" MAX CLIP OFFSET MECHANICAL UNIT PER SEPARATE CERTIFICATION ALTERNATE (8) CLIP DETAIL R.T.S.••• ••• ••• PLAN VIEW • • • • •T�I'I DETAIL MAY 8E. USED AS AN ALTERNATE GEOMETRIC P •TTER. FOR AL! CONRECTIOWTYPES THAT UTILIZE (2) C1.IOS AT iIRH CORNEA R2R A AL OF (8) CLIPS PER T. • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • FFRpANK` 11 No Zs W COPYRIGHT A IN RDD, PE.1 z 5 6 15-2378 5 5 04tt7/2015-3:58pm 0.19" TYP. 0.068" THICK ASTM A283 STEEL, TYP. (3)-#12 SAE GRADE 5 SHEET METAL SCREWS in FOR CLIPS UP TO 5",., LONG. UTILIZE (5)-#12 .+ SHEET METAL SCREWS FOR CLIPS LONGER THAN 5', TYP. 0.75" 0 0 *FOR ANY CLIP LONGER THAN 10" UTILIZE (5)-#12 SAE GRADE 5 SHEET METAL SCREWS, TYP. Z°0 HOLE, WITH ANCHOR FROM 1" CLIP ANCHOR SCHEDULE, TYP. I 360.375" O , 10 1" CLIP ISOMETRIC DETAIL N.T.S. 0.072" OR 0.113" THICK ASTM A283 STEEL, TYP. 0.125" N 0.75" 4",6",8" MAX 00 (OTHER DIMENSIONS SIMILAR) (3).412 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS 4" LONG. UTILIZE (4)-4'12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 4", TYP. )4'0 HOLES, NOT TO BE USED FOR ANCHORS, TYP. .375" O. >>0.50" 0.50" FACTORY -MILLED Y."0 HOLES; UTILIZE (1) OR (2) ANCHORS FROM 2° CLIP ANCHOR SCHEDULE, TYP. 0.50' 2" CLIP ISOMETRIC DETAIL N.T.S. ISOMETRIC ISOMETRIC MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125" MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33K5I MIN. STEEL, GRADE 33, 22GA MIN. (t=0.02991. 0.068" THICK ASTM A283 STEEL CUP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CLIP, NO SPACE PERMITTED, TYP. (3)-#12 SAE GRADE 5 SHEET METAL SCREWS FOR CUPS UP TO 5" LONG. UTILIZE (5)-#12 SHEET METAL SCREWS FOR CLIPS LONGER THAN 5". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. 1" TIE -DOWN CLIP ANCHOR DETAIL ANCHOR PER ANCHOR SCHEDULE SUBSTRATE PER ANCHOR SCHEDULE (VARIES) 3" = 1'-0" DETAIL CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH MECHANICAL UNIT, TYP. MECHANICAL UNIT BY OTHERS. ALUMINUM HOUSING UNITS SHALL BE 6063-T6 MIN. ALUMINUM SHEET WITH Fty=30 KSI, 0.125' MIN. THICKNESS, STEEL HOUSING UNITS SHALL BE ASTM A653 Fy=33KSI MIN. STEEL, GRADE 33, 22GA MIN. (t=0.0299"). 0.072" OR 0.113" THICK ASTM A283 STEEL CLIP, TYP. BASE OF UNIT SHALL BE FLUSH WITH BASE OF CUP, NO SPACE PERMITTED, TYP. (3).412 SAE GRADE 5 SHEET METAL SCREWS FOR CLIPS 4" LONG. UTILIZE (4)412 SHEET METAL SCREWS FOR CUPS LONGER THAN 4". PROVIDE (5) PITCHES MIN. PAST THREAD PLANE FOR EACH SMS, TYP. (1) OR (2)ANCHORS PER ANCHOR SCHEDULE SUBSTRATE PER ` ANCHOR '.-SCHEDULE � (VARIES) • • • • • • • • •• 2" TIE-DOI:dil? j '? ; ; : NCF10R DVTA4- • • ••• • 3' = �_*• • • • • • • • •DE•4R CLIP IS DESIGNED FOR FULL CONTACT WITH THE BASE OF EACH 5IF•CL•1ANICAL UNIT, ,P.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • •• •• • • • • FRANK L BENNARDO, F.E. A{1N`q/l{NIN►ilryi��'' S Nv O. *t�` 0 * u WW U • z zo"' O z LL E z°`2N lb W0-4 o a d FBC 5TH EDITION (2014) PRODUCT APPROVAL FL#14239.1 COPIWRFRA•ILEEINN IE. 15-2378 SCALE, N.T.S. ( PAGE DEECRIPUUON: 5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • TABLE 1: Vult=175 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY II STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE') MAXIMUM SURFACEAREA OF UNIT'S LARGEST FACE 1 UNIT 1 HEIGHT 1 �_.._................ UNIT WIDTH ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION C1 C2 TYPE C3 C4 6 FT' 124" MAX 12" MIN N/A I AT GRADE AT GRADE H 5 200 FT 9 FT' 32" MAX 15" MIN N/A AT GRADE AT GRADE H 5 60 FT 4 FT' 6 FT' I 1 ':; 24" MIN AT GRADE H5200 FT H53O FT H5200 FT AT GRADE i H540 FT AT GRADE H5200 FT 9 FT' 12 FT' 148" MAXI N/A AT GRADE AT GRADE H 5160 FT N/A ! AT GRADE AT GRADE H 5 40 FT 16 FT' N/A AT GRADE N/A AT GRADE-1 20 FT' 48" MIN N/A AT GRADE N/A AT GRADE 25 FT', 30 FT' 60" MAX 1 N/A I AT GRADE N/A AT GRADE N/A 1 N/A N/A i AT GRADE 36 FT' N/A I N/A N/A AT GRADE 'THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABIUTY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 2 : Vult=175 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY 11 STRUCTURE IN THE HIGH VELOCITY HURRICANE ZONE"( ALLOWABLE ROOF -TOP HEIGHT (H) TIE CS -DOWN CONFIGURATION 0 TYPE C3 C4 MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT 1 UNIT HEIGHT I WIDTH 6 FT' 24" MAX ' 12" MIN N/A AT GRADE AT GRADE H 5 200 FT 9 FT' 32" MAXI 15" MIN N/A AT GRADE N/A H 5 30 FT 4 FT' 48" MAX I 24' MIN AT GRADE N/A. H 5200 FT H 515 FT AT GRADE AT GRADE H5200 FT H 5200 FT 6 ET' 9 FT' N/A AT GRADE AT GRADE H 580 FT 12 FT' 16 FT' N/A N/A AT GRADE AT GRADE N/A N/A AT GRADE AT GRADE 2O FT' 6030 48" MIN L. N/A AT GRADE N/A AT GRADE 25 FT'"MAX N/A N/A N/A AT GRADE FT' N/A N/A N/A N/A N/A AT GRADE 36 FT' N/A AT GRADE THIS TABLE IS PERMISSIBLE TO BE USED WITHIN THE HVHZ WHICH CONTAINS BROWARD AND MIAMI-DADE COUNTIES. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 3 : Vult=170 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY II STRUCTURE.) MAXIMUM SURFACE AREA OF 1 UNIT UNIT UNIT'S LARGEST i HEIGHT WIDTH FACE C1 ALLOWABLE ROOF -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION TYPE C2 j C3 6 FT' 24" MAX 12" MIN N/A H 5 200 FT i AT GRADE 6OFT<H 5160F7 H 5 200 FT 9 FT' { 32" MAX i 15' MIN N/A 60 < H 5 200 FT AT GRADE H 5 200 FT 4 FT' 1 ; 48" MAX 24" MIN AT 6O FT<HR5200 FT ADE H520O FT 1 H52O0 FT H52O0 FT 6 FT' _1 AT GRADE Hs 200 FT T H 540 FT ! H S 200 FT �60 FT<H 5200 FT 9 FT' 12 FT' N/A H 5 200 FT 60 FTT HRS 2D00 FT AT GRADE AT GRADE 60 FT<H 580 FT H 5 200 FT • N/A H < 200 FT N/A H 5 200 FT N/A 16 FT' N/A 20 FT' 6 N/A N/A N/A AT GRADE N/A 160 FT < H 5180 FT N/A 1 AT GRADE 36 FTC N/A •A5 AN EXAMPLE, THIS TABLE 15 PERMISSIBLE TO BE USED WITHIN PALM BEACH COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES, TABLE 4 : Vult=170 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE') ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 1 Cl ! C2 1 I C3 C4 6 FT' 24" MAX 12" MIN N/A H 5 200 FT 60 FT GN 5 80 Fi I H 5 200 FT 1 9 FT' 32" MAX 1S" MIN N/A AT GRADE 60 FT<H 52O0FT N/A H 5 200 FT 4 FT' 48" MAX 24" MIN •";•••ry• AT GRADE ':60 FT<HS100 FT H5200 FT H520O FT H5200 FT 6 FT' N/A 1 H 5200 FT Hs 15 FT 60 FT<H 5200 FT! H5200 FT 9 FT' 12 FT' I N/A 1 H 515 FT 60FT<H52O0FT AT GRADE Hs 200 FT N/A • I • /! • AT GRADE �I��<H 5120 FT N/A H5200 FT •• NA i H54OFT / 160 FT<H520OFT1 16 Fr • _a • • • • 2O FT' 60" MAX • • • ! • ! •• 48" MIN • • N 1, • • GRAEt • i' • M • • ' • N/A j H S 40FF 1 • I60 FT<Hs 20OFT1 _............ 25 FT' ....._ 30 FT' ••• •• ,• -• • N/A N/A i• GRADEAT I N/A :60 FT < H5 22OO FT 1 ( N/A ! N/A • • • I. _..AL _ _• •_!. _ _ .._._.••. • • I • • • • 1 N:A • • •N/A N/A !60FT<HR5100 FT1 a •s 1 36 FT' :N/A AT GRADE ! 'AS AN EXAMPLE, THIS TABLER &EIMISSIpLPTO BE USED *ID"PI.M BEACH MONTY. amok WITH LOCAL AUTHORITY HAVING JURISDICTION FOR TFlE APPLICABILITY OF THItIABLE WITHIRCERTAINIFLORIDA COUNTIES. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • TABLE 5 vult=140 MPH, EXPOSURE B (FOR USE WITH A RISK CATEGORY II STRUCTURE') Cl�� e ALLOWABLE ROOF -TOP HEIGHT (H) C4 TIE -DOWN CONFIGURATION C2 TYPE C3 j MAXIMUM i SURFACE AREA OF 1: UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH 6Fr 24"MAX 12"MIN HS15FT 60 FT<H 5120FT, H5200 FT H5200 FT H5200 FT 9 FT' 32" MAX 15"MIN I AT GRADE H5200 FT H 5200 FT H5200 FT 4 ET' . 48"MAX '1—H5200 .! 24"MIN 1 FT-1 H5200 FT H5200 FT H5200 FT 6 FT' H540 FT 60FT<H5200FT H5200 FT H5200 FT H5200 FT 9 FT' AT GRADE 60 FT<H580FT H5200 FT H5200 FT H5200 FT 12 FT' AT GRADE H5200 FT H540ET 60 FT <H 5200 FT H5200 FT i 16 FT' N/A H5200 FT H515 FT 60 FT<H 5100 FT H5200 FT 20 FT' 25 FT' 30 FT' 36 FT' 60" MAX 1 N/A H 5 200 FT H515 FT 60FT<H 5180FT H 5 200 F7 N/A H 540 FT 60FT<H5200 FT AT GRADE 60FT<H580 FT H 5 200 FT 48" MIN N/A I N/A H 515E7 60 FTc H 5 160 FT AT GRADE 1 60 FT<H 580 FT AT GRADE AT GRADE H5200 FT H 5 200 FT .AS AN EXAMPLE, THESE TABLES ARE PERMISSIBLE TO BE USED WITHIN BREVARD COUNTY. CHECK WITH LOCAL AUTHORITY HAVING JURISDICTION FOR THE APPLICABILITY OF THIS TABLE WITHIN CERTAIN FLORIDA COUNTIES. TABLE 7 : Vult=140 MPH, EXPOSURE D (FOR USE WITH A RISK CATEGORY II STRUCTURE') TABLE-6 : Vult=140 MPH, EXPOSURE C (FOR USE WITH A RISK CATEGORY 11 STRUCTURE') ALLOWABLE ROOF -TOP HEIGHT (H) TIE -DOWN CONFIGURATION TYPE MAXIMUM SURFACE AREA OF UNIT'S LARGEST FACE UNIT HEIGHT UNIT WIDTH ` CS C2 C3 S *:'' C4.4 " sy "P 11 6 FT' 24" MAX 12" MINI AT GRADE H 5 200 FT H 5 200 FT H 5 200 F1S 9 FT' 32" MAX 15" MINI N/A H 5 200 FT H51SFT 60 FT<H5200 FT H 5 200 FT 4 FT' V 48" MAX 24° MIN I 2H 55 FT 4 H 5 200 FT I H 5 200 FT H < 200 FT 6 FT' AT GRADE 60 FT<H5180FT H5200 FT H5200 FT H5200 FT 9 FT' AT GRADE H 5 200 FT H540 FT 60 FT<H 5200 FT H 5200 FT ! , 12 FT' i N/A H5200 FT 60 FT<HRS D40 FT H5200 FT € 16 FT' N/A H 515 FT 60 FT<H 5200 FT AT GRADE H 5 200 FT 20 FT" 60" MAX 48" MIN N/A H 5 30 FT 60 FT<H 5200FT AT GRADE H 5 200 FT 25 FT' N/A '..__.—_-�.—__ AT GRADE 60FT<H5140FT AT GRADE H 5 200 FT --_... 1 H 5 200 FT i H 5 30 FT ' 60 FT<H 5200 FT 30 FT' N/A N/A AT GRADE AT GRADE N/A N/A 36 FT' ALLOWABLE ROOF -TOP HEIGHT (H( TIE -DOWN CONFIGURATION TYPE MAXIMUM : SURFACE AREA OF UNIT'S LARGEST FACE ! UNIT ! HEIGHT UNIT WIDTH CS C2 C3 C4 t 6 FT' 24" MAX 12" MIN N/A H 5200 FT H <_ 200 FT H S 30 FT 60 FT<H 5200 FT AT GRADE 60 FT<H 5 140 FT H 5 200 FT H 5 200 FT1 9 FT' 32" MAX 15" MIN N/A 7-4 FT' 6FT' _. I-" i ! 48"MAX 1 24"MIN 60 FT<H5200 FT H5200 FT H5200 FT H5200 FT AT GRE 60 Fi<H5AD100 FT N/A H5200 FT H5200 FT H5200 FT 60 FTc HS200 FT H5200 FT i H441 FT••1 9 FT' 12 FT' N/A N/A H 5 4O FT 60FT<H 5200E7 AT GRADE 60 FT < H S 200 FT AT GRADE 60 FT<H580FT �<<''00 FT T •j � • A4P00 Fl• • 16 FT' F N/A 20 FT' 60" MAX N/A : N/A AT GRADE 60 FT<H 5200 FT AT GRADE 60 FT<H 580 FT AT GRADE N/A H 5 200 FT ♦ 15 200:1 • • 25 FT' ____._.__....,...I 30 FT' 48" MIN 1 N/A N/A N/A s • H 5 4041" j .O F•<H 54011FT 36 FT' N/A N/A N/A AT GRADE ! 60 FT < H 5200 FT FHA ilariARDO, V.E. ETA ig l I hOg .110 e 5 • • • R R Ip • • • • • • •• Q�P(SDNIFTWRL FENORO0P£ 15-2378 SCALU: N.T.1 PAGE D!SCRIPTIONL • ••• ••• ••• • • • • • • • • • • of • • • • • 5 • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •