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CC-14-1417Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-222319 Scheduled Inspection Date: April 17, 2015 Inspector: Rodriguez, Jorge Owner: MILITANA, JOHN AND ADRIENNE Job Address: 8900 BISCAYNE Boulevard Miami Shores, FL Project: <NONE> Permit Number: CC -7-14-1417 Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: Alteration Phone Number Parcel Number 1132060110160 Contractor: DAVID A LANDY CONSTRUCTION COMPANY INC Phone: (305)662-3888 Building Department Comments REPLACING EXISTING WALK-IN COOLER WITH A NEW Infractio Passed Comments FREEZER INSPECTOR COMMENTS False TO REPLACE PERMIT BP2003-897 Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-222278. Pending electrical April 16, 2015 For Inspections please call: (305)762-4949 Page 4 of 33 BUILDING M?Lltyt-7 MV NBUILDING [] ELECTRIC ®PLUMBING f-� MECHANICAL M iami Shores Vill,age 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 ROOFING F-JPUBLIC WORKS BLVD "CETV ED J F U L 02 21014 FBC 20 t� Master Permit No Cz. — 14 1 .. 4— Sub Permit No. r-1 REVISION M EXTENSION ORENEWAL r-1 CHANGE OF Q CANCELLATION 0 SHOP CONTRACTOR DRAWINGS City: Miami Shores jCounty Miami Dade Z170: Fo1lo/Pwwwj 1-3206-011-0160 is the Building Histaricafly Designated: Yes _ NO Occupancy Type: — Load: — Construction Type: _Flood Zone: 8FE: — FFE- OWNER: Name (Fee Simple Titleholder): JOHN MILITANA Phone#,. Address: 8801 BISCAYNE BLVD City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: Y Z4 � c� l ,U !f Y' - -11 U City: ft["I A. State: r-7— Phone#: zip: tj Qualifier Name: Dt� J State Certification or Registration 06-04?�Wertlficate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State- _ Zip: Value of Work for this Permit: Square/Linear Footage of Work: G� 07 Type of Work: El Addition El Alteration ❑ New �Iepair/Replace F-1 Demolition Description of Work: onu �#L . Specify color of color thru tile: Submittal Fee Permit Fee $ CCF CO/CC Scanning Fee $ Radon fee $ Technology Fee TrainingfEducaUon Fee $ Structural Reviews $ (ReVL-dO2/24(2O14) DEPR $ Notary $ Double Fee $ Bond $ 0�1 C -D TOTAL FEE NOW DUE f. 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 nre of a building permit with an estimated value exceeding $25W, the applicant must promise in good faith that a copy of no a of commencement and construction lien law brochure will be delivered to the person whose property is subject to attach nt. A o, a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection which oc rs se v (7) days a r the building permit is issued. In the absence of such posted notice, the Inspection will not be approve nd a spectian f will be charged. la Signature Signature OW o GENT CONTRA R The foregoing intro n was acknowledged: before me this The foregoing Instrument w�as:admowledged before me this day of 4 ' tP ti-, _ ___,,20 e t by day of (3 ��� .20 ' � f . by `f ,,1 h-) t tV6 Toy J d-, who is personally known. to 'D / ! 117 L—N"-D, who is personally known to me or who has produced 6 as me or who has produced 73 !� DLky'fWL -" as identification a w did take an oath. identification and who did take an oath. NOTARY PU Q NOTARY PUBLIC: Jill Sign; L ` Sign: °\ e�iS 46, Print: La S Print: n�inai n� Seal'' Seal: - MARY PUBLIC RUTH A.PDA111 Commission t# C.L Notary PndAO. State oI Plorida % CP EE1i3059 .•: Q .� t �i:�tz��Iitt�l�ai�Z9 �„� ��� �:*$�,������*��w��»►,��.�*�����''• :��*��o ��,������ +i r comm ss ,� N FF 097586 � � ����i F F�-v`\°°°t APPR BdidedThru�i ^a�ryot�At3t1 anEx In Zoning 'Aructural Review Clerk (ftevised02/24l2014} �ERMIT! APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E� 2nd Avenue • Miami Shores, Florida 33138 • Phone: 305-795-2204 • Fax: 305-756-8972 I Date Job Address S a 1©Q is �/ Tax Folio 3� Legal Description HistoricAly Designated: Yes , `' °� i i ` V O r/Lessee/'(enet K ° i•1► �QS �'tn �I�S i' • (riz4flaster Permit # Owner's Address C OD °° 1/" 1 �� #p;RPlrone Contracting Co. Lo, 00 defSreel"c4 �- Address Qualifier CAqL&S (SPA O°^ ea SS#-Z(o� IB7 -1911 Phone _ 3ur� d State #C A -C-0,197761 Municipal # Competency # Ins. Co. 3g5v— If _T? ('y IY-T8(y IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE -INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): =BUIMLDING ELECTRICAL/ L PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: 9_\peD ACA_' -N' e- O1 11 Square Ft.ez/ Estimated Cost (value)_L0,, i7 ®© WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY ,BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable).'I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: I cergify that all t:�e foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zo ' g. Furthermore, I authorize the above named contractor to do the work stated. 03 Signature of owner and/or Condo President Date Si on for ,;r Owner Builder Date Notary as to Owner and/9f�Jorg9Wt Date My Commission Expir •�'� My Cammission CC900634 Expires January 09, 2004 FEES: PERMIT 2 c / RADON C.C.F NOTARY OND c\�U APPROVED: TOTAL DUE 11 A / Zoning '' wilding JUL 2 2 2003 Electrical i— Mechanical Plumbing A, RA Structural Engineer 4 MIAMI SHORES VILLAGE BUILDING DEPARTMENT - t 305-795-2204 Building Inspection Request FDW,9,M�?p— Timel Q�/l 1 Type Insp'n Permit No. if -P ori 99 7 Name /'i► �[ �/rlN Address R-71 ©� 1y� S CLQ.- Lf 13 U/0 Company &111,7C2-/4 CC ,V. 5t, Phone # %9 & - Ll o. -A –S," SD For Inspector: Name & Date Approved ❑ Correction Re-Insp'n Fee ❑ - Miami Shores Village Building Department 10050 NX.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fag: (305) 756.8972 Permit No. --- , Job Name ' BUILDING CRITIQUE SHEET U Miami Shores Village Building Department 10050 NX.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 z Fax: (305) 756.8972 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. _'_ 4:23 917 Job Name BUILDING CRITIQUE SHEET DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD LICENSE NUMBER 1 1 The GENE M. ►411_a Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 LANDY, .DAVID ALAN DAVID A LANDY CONSTRUCT iON COMPANY INC 7215 SW 48TH STREET . M1AMI FL 33155 DISPLAY AS REQUIRED BY LAW ISSUED: 08/18/2014 SEQ # L1408180001542 OOMI Localftsiiess Tax,"Recei "Receipt Miami -Dade County, State of Florida THIS IS NOTA BILL: = DO NOTPAY c 3139862. aILBT sUSIM!" MAfviWWCATtvni RE4 EWT NO. EXPIRES DAVID A !ANDY coNSTaucnoN CO HVC WNF-WAL SEPTEMBER 30, 207 5 7215 SW 48 ST 3278207 Must displayed at place of business iUi Nil R 331 5 �i Pumuantw GoantyCede ChamrSA—Art9&10 i ownie sec. TirOE of BUMNess - DAVID R LANDY CONSTRUCTtOid CO 196 GENERAL CGC047 BUILDING CONTRACTOR r INCVTAX iNvrker{s) 1 $75.00 , 0/23/201AV q zwffcARD-1"39494'� This l j B�irtessTax H�eipt aafy cam paytmwtof ftwkorsl Btsb"Tax. to do bushmTis ipihs aof a license p�tmi4 of a certifivati 9 ry ►ra nx�ire m Holder ntMzom* wifb any pwommenw � not�joxermaeatAi' - gplpto the "wna 7haNCEIFTW0.abovao bu won mmml vebkles— �lami Dade Gude See Ba>;� For �e iatormaticn, also DAVID -1 OP ID: VS ^�- CERTIFICATE OF LIABILITY INSURANCE DATE(MN1NDnYYy) TYPE OF INSURANCE 09/17/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: if,the certificate holder Is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s . PRODUCER W.F. Roomer Insurance Agency 3775 NW 124 Avenue Coral Springs, FL 33065 Jonathan F. Ramos NAN E: Jonathan F. Remes arc, o E,d;954-731-5566 FAX N,; 954-731-8438 IAIL ADDRESS: jremes@roemer-ins.com INSURER(S) AFFORDING COVERAGE NAIC li INSURERA:Vinings Insurance Company 16632 09/18/2014 INSURED David A Landy Construction 7215 SW 48th Street Miami, FL 33155 INSURER 8: Starr Surplus Lines Ins. Co. 13604 INSURER C: ProreSSIVO Insurance Company 24252 INSURER D PERSONAL & ADV INJURY $ 1,000,00 INSURER E: GENERAL AGGREGATE $ 2,000,000 INSURERF: PRODUCTS - COMP/OP AGG $ 2,000,00 1;0VERAGE3 CERTIFICATE NUMBER: REVISION N11MRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE kODL SUBR POLICY NUMBER POIJCYEFFPOLIC D LIMITS B GENERAL LABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fx_] OCCUR SLPGGLO202901 09/18/2014 09/18/2015 EACH OCCURRENCE $ 1,000,00 PREMISES oxurrence $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,000 GEN 'L AGGREGATE LIMIT APPLIES PER: PoucYtea" Lac PRODUCTS - COMP/OP AGG $ 2,000,00 Emp Ben. $ 1,000,000 C AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED X SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS 018456082 09/18/2014 09/18/2015 Ee accident)1D SINGLE LIMIT $ 500,000 BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY D E $ PER ACCIDE $ UMBRELLA LIAR EXCESS LAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION$ $ A WORKERS COMPENSATIONWC AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETORIPARTNERIEXECUTNE OFFICER/MEMBER EXCLUDED? ❑ (Mandatory in NH) If desaibe under DESCRIPTION OF OPERATIONS below N I A WCV013169502 08/14/2014 08/14/2015 STATU- OTH ORY LIMB ER E.L. EACH ACCIDENT $ 1,000,00 E.L. DISEASE - EA EMPLOYEE $ 1,000,00 E.L. DISEASE - POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, AdMonall Rernaft Schedule, If more apses is required) General Contractor MIAMASH Miami Shores Village Building Dept 10050 NE 2 Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE d ,4- ©1988-2010 ACORD CORPORATION. All rights reserved. arnan 9F mn4n/nan Thn APnDn naenn an,A Inn- oro rnni.4nrnrl marl,. -f Af'nPn MIAMI -DARE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) RE��,1VEn wl 4+9 �� MIAMI -DADS COUNTY. FLORIDA �METRO-DADE FLAGLER BUILDING .040 NEST F CS COVEMIAMI, FLORIDA 3130-1563 -!!i'-'-- "A ae (305)375-2901A FAX (305) 375-2908 International Cold Storage Co., Inc. a 5675 Heards Mountain Road -Covesville, Virginia 22931 SCOPE: This NOA is being issued under the applicable rules and regulations go i 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 High Velocity Hurricane Zone.o-f-theTlorida-Building_Code,_ - DEs—c-mPTfO ::-- waw4n-c w,er APPROVAL DOCUMENT: Drawing No. 99-053, titled " Walk -In Cooler ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated April 22, 1999, last revision #2 dated June 12, 2002, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the 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 # 99-0426.05 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. T C" ---- -K0A No42-Ob25,04 Expiration Date: 08%227200'9 Approval Date: 07/25/2002 -- - - - -Page i - iia aes cL+ S UNERAI NOTES: t THESE APPROVAL DOCUMENTS REPRESENT A WALK-IN COOLER/FREEZER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCEI7 ^'IJ (NOA) BY MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2001• RIGID uz 2N - o i z ' $ 2. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN URETHANE FOAM COMPOSITE SECTION SPECIFICATIONS REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH 1. WALL & ROOF COMPOSITE SECTIONS ARE COMPRISED ASCE 7-98, A DIRECTIONALITY FACTOR OF Kd =0.65 8 IMPORTANCE FACTOR OF 1.0 SHALL BE USED. OF ALUMINUM OR STEEL FACINGS WITH POURED URETHANE Lug F-� °Z 3. DESIGN LOADS: PLASTIC CORES. THICKNESS AND MATERIAL OF FACINGS SHALL BE AS SHOWN ON THE DRAWINGS. N a A) ROOF SECTION: A.1) DEAD LOAD - TYPE 1 6.6 P.S.F. TYPE 2. ALUMINUM FACINGS SHALL BE 3105-H154 ALLOY UNPAINTED FOR INTERIOR USE AND 3105-H174 PAINTED FOR EXTERIOR USE. 06 2 6.6 P,S.F. WALL SECTION 1.75 P.S.F. A.2) LIVE STEEL FACINGS SHALL BE ASTM A446 GRADE C STEEL WITH A MIN. Fy=40 KSI. AND SHALL BE GALVANIZED IN LOAD - 30 P.S.F. A.31 WIND LOADS ARE CALCULATED IN ACCORDANCE WITH THE ACCORDANCE W/ ASTM A525 -G90. -af it i� z ASCE 7-98 USINGV CRITERIA FROM EQ. 6-13, 6-15, 6-18 AND INTERNAL PRESSURE COEFFICIENT OF 10.18 FROM TABLE 6-7. 3. MINIMAL DENSITY OF URETHANE FOAM CORE SHALL BE 2.0 P.C.F. W o A.3) MAXIMUM WEIGHT OF MECHANICAL EQUIPMENT IS 330 # PER CONDENSING UNIT. 4. URETHANE FOAM CORE SHALL HAVE A FLAME SPREAD RATING OF -z ~ SPACE UNITS AT LEAST 4'-0" O.C. NOT MORE THAN 75 AND SHALL HAVE A SMOKE -DEVELOPED RATING Lu o B1 WALLS: OF NOT MORE THAN 450 IN ACCORDANCE WITH F.B.C. N? EQ WIND LOADS 3. 6- ARE IN ACCORDANCE WITH ASCE 7-98 USING THE CRITERIA FROM TABLE 16-7 -15, 6-18 AND INTERNAL PRESSURE COEFFICIENT OF _0.18 FROM 2603.4. 5. FOR SPECIFIC REQUIREMENTS OF WALK-IN COOLERS/FREEZERS SEE zo C1 FLOOR: F.B.C. 26D3.5.1.3 . C.11 DEAD LOAD - FLOOR SECTION S.0 PSF WALK-IN C.1) LIVE LOAD - INSULATED FLOOR W/O SKIDS 250 P.S.F. INSULATED FLOOR W/ SKIDS COOLER/FREEZER COMPONENTS DESCRIPTION W ## 125 P.S.F. "FLOORLESS" 250 P.S.F. J Ca w F Y 4. DEFLECTIONS: 1, ROOF SECTION TYPE 1 - 5-3/4" THICKNESS ® 8 A) ROOF L/240 B) WALL L/180 I C) FLOOR L/360 COMPOSITE SECTION CONSISTED OF ONE (TOP) 24 GAGE GALVANIZED STEEL COVERING SHEET. TWO O V Raj S. THESE APPROVAL (TOP & BOTTOM) 16 GAGE GALVANIZED STEEL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE-SPECIFIC APPLICATION OF THIS WALK-IN COLLER/FREEZER SYSTEM. FACINGS WITH 2 x 6 (SYP # 2) JOISTS ® 12' O.C. EMBEDDED TO 2.0 PCF FOAM (BETWEEN FACINGS). SEE SHEET 4. Z o 6. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 611315-23 OF THE FLORIDA 1! 7. ADMINISTRATIVE CODE. THESE APPROVAL 2. ROOF 1 DOCUMENTS, ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR, PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE SECTION TYPE 2 - 6� THICKNESS CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ALL BUILDING PERMIT DRAWINGS SHALL HAVE "ELITE" IN COMPOSITE SECTION CONSISTED OF ONE (TOP) 24 GAGE GALVANIZED STEEL COVERING SHEET, TWO (TOP. & BOTTOM) i6 GA GALVANIZED STEEL FACINGS Q r\ ACROSS THE FACE OF THE DRAWINGS. RED FILLED WITH 2.0 PCF URETHANE FOAM. SEE SHEET 4. 8. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. lam 3. WALL SECTION - 4" THICKNESS 9. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY ELECT ONE Of THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SAND EALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, COMPOSITE SECTION WITH TWO (EXTERIOR & INTERIOR) 0.040' ALUMINUM FACINGS AND WITH 2.0 PCF URETHANE FOAM FILLED BETWEEN FACINGS. SEE WHICH DETAIL PRODUCTIFY THE ENGINEREFOR REVIEWIAS AC CONDITION TOL BE ITTED TO THE SHEET 3. kIJKN�� HE BUILONG OFFIICIALGRANTING NIS/HER APPROVAL. B) REQUIRE THAT A ONE-TIME SITE SPECIFIC APPROVAL BE APPLIED FOR ANO SECURED FROM THE MIAMI-OADE COUNTY PRODUCT CONTROL 4• FLOOR SECTION - 4' THICKNESS (INSULATED FLOOR W/ OR WHO SKIDS) 2 10. DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B", ABOVE, COMPOSITE SECTION WITH TWO (TOP, 16 GAGE GALVANIZED STEEL AND BOTTOM, SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 24 GAGE GALVANIZED STEEL) FACINGS OR TWO (TOP, 0.09" ALUMINUM 11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. AND BOTTOM, 24 GAGE GALVANIZED STEEL) FACINGS FILLED WITH 2.0 PCF URETHANE FOAM. SEE SHEET 3. 12 STEEL, HOT DIPPED GALVANIZED STEEL ORTi. STAIN STAINLESS STEEL.DY, ELECTRO-GALV. ~ _ 13. ALL CONCRETE ANCHORS SHALL BE AS SPECIFIED ON THE DRAWINGS EMBEDMENT LENGTHS NOTED ON THE DRAWINGS SHALL NOT INCLUDE FOUNDATION NOTE: O e g 14 FINISH MATERIAL. CONCRETE FOUNDATION TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH 1. EACH EXTERIOR INSTALLATION SHALL HAVE A FOUNDATION DESIGN BY A FLORIDA OF 3000 P.S.I. AFTER 28 DAYS. CONCRETE MIXTURE AND PLACEMENT TO COMPLY WITH PROVISIONS OF THE A.C.I. BUILDING CODE, CURRENT EDITION. REGISTERED PROFESSIONAL ENGINEER FOR THE FOUNDATION LOADS SHOWN IN THE FOUNDATION LOAD TABLE. TABLE 3, SHEET 7 o� .'� 15. REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60. WELDED WIRE FABRIC SHALL COMPLY WITH ASTM A-185- . a 16. MINIMUM SOIL BEARING CAPACITY SHALL BE 2500 P.S.F. • ��wwwws���w inn rtivLltJr..������ ' 17. DISSIMILAR METALS IN CONTACT WITH EACH OTHER SHALL BE PROTECTED BYaldkgcm! KOPPERS BITUMINOUS PgINT" ACCORDING TO F.B.C. CHAPTER 20, s d�f� 2003 0 : A�etNoO -O 7_5,0 oa/z2/19v9 Date O 2so7 ta. d- AS "TWO sy dta.gn Oy tMtMwd b LM! VAI _ Dhhbs Canuol w.,,„,y ,,, 99-053 sheet 1 cP ? .1 aes cL+ S r%uur StCT1ON TYPE REFER TO SHEETS 1 & 4 SLOPE (`^" 1/2" PE a co I RLI �+ I l ZOOO�RLOCATION VARIES ' (OPTIONAL) 6' WIDE-- 6" 2'-9" 2'-3" L 6'-50' 7' WIDE ---6' 3'-3. _9. 8' WIDE 6' 3'-9 = --3" 9' WIDE, 1' 3'-93'-3' 1 10' WIDE -1-'6' 3'-9' 3'-3 1'-6" FRONT ELEVATION SIDE ELEVATION 6' — 10' WIDE BUILDING N.T.S. N.T.S. 2 COMPARTMENT BUILDING N.T.S. INTERIOR WALL & DOOR LOCATION VARIES SERVICE DOOR 1— < SKIDS (OPTIONAL) 6" 1 -6" 3'-9' 3'-3' V- 6'--11' WIDE 6' 2'-0" 3'-3' 2'-0' 2•_6" 6 —12' WIDE 6" 3'-9' 3--.3 6--13' WIDE 6. 3'-0" 3'-9' 3'-3' —6--14' WIDE SIDE ELEVATION ll'— 14' WIDE BUILDING N.T.S. SIMILJ+R"TO THE FRAMNu THIS OPENING E AROUND SERVICE DOOR (SEE SHEET 6) 3 COMPARTMENT BUILDING 1 COMPARTMENT BUILDING N.T.S. N.T.S. INTERIOR WALL & DOOR LOCATIONS VARY ftowerRENEWED p1 ��rith tie Flmula Sulding Ampaeft No OZ—o 2S. oe X07 Mal & ua Cun�rn1 Dlrislas W-0' UUNDENSING UNIT, HOOD, & EVAPORATOR COILS MAX. WEIGHT = 330(/ EVAPORATOR COIL-, FLOOR 16 CAGE GALV, STEEL OR ALTERNATE FLOOR 0.09' ALUM. FACING (TOP) FLOOR 24 GAGE STEEL BASE FACING rTOP 16 GAGE GALVANIZED STEEL (TYP)UR ETHANEFOAM i/ ------. 1 ........ .. ..... ............'. 3'x1-1/2"x3/i5" BASE -24 GAGE STEEL TUBING GALVANIZED STEEL (TYP) (OPTIONAL) SECTION A -A SCALE 3/8' - 1--D- .040* ALUMINUM )110-16x5/8" TEK INTERIOR FACING SCREW ON 6' CENTERS VINYL GASKET r URETHANE FOAM . . . . . . . . .II. . . . . URETH . . . . . . . FOAM SEAMS STAGGERED VINYL GASKET TYPICAL HORIZONTAL SECTION AT INTERIOR DIVIDING WALL SCALE: 3' = SUB ROOF -16 GAGE ROOF SECTION TYPE GALVANIZED STEEL REFER TO SHEETS 1 & 4 CEIUNG-16 GAGE ROOF -24 GAGE GALVANIZED STEEL GALVANIZED STEEL (TYP) . . . ... 1. - ' . . . . . . . . . . . .. .... l EVAPORATOR COIL 040" ALUMINUM EXTERIOR FACING .040' ALUMINUM INTERIOR FACING URETHANE FOAM SEE DETAILS, SHEET 7 - DETAIL (Z) & 08 FOR UNITS W/ INSULATED FLOOR - DETAIL © FOR FLOORLESS UNITS L 3'x1 -1/2'x3/16' STEEL TUBING (OPTIONAL) SECTION B -B SCALE: 3/8' 'S' LOCK 040" ALUMINUM EXTERIOR FACING JE 4"x4' CORNER ANGLE SEAMS . . . . . ' . . . . . . . . . � 16 GAGE GALVANIZED STEEL (CONT.) • • • • • • • • STAGGERED `. . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . .. .... i • ' ' 040' ALUMINUM 040' ALUMINUM #10-16x5/8' TEK ' ' • • • . EXTERIOR FACING INTERIOR FACING SCREW ON 6' CENTERS ' • • • • VINYL GASKET . . .jCJ'�pl1ep� - - . . . . .0anplyinV>UhtkFloft Bomb* Code A Aeapnnes No TYPICAL HORIZONTAL SECTION AT EXTERIOR WALL SCALE 3' - l' -O' &Z-1— Miami Dedeillradod Content Division v Uz nrs z ZW d S H F Wu u 0 Us ON Nm _ QW g�8 N W � U. o jz d r WF• � � � O WN YO"u r u .- V 2� W22 0 0Ooa � de W Y 2 O 0 .0z ar .1 04/22 dl -9 99-053 heel 3 of 7 ROD F TRIM #10-1-6x5/8' TEK SCREWS .032 ALUMINUM CAT 5" CENTERS 1/2"x2' —� \ TOP RAIL -24 GAGE GALVANIZED 1/2'x9/16'x12' URETHANE FOAM 040' ALUMINUM EXTERIOR & INTERIOR FACING i 4' ROOF TRIM .032 ALUMINUM i/2"x2 #10-16x5/8" TEK SCREWS AT 6' CENTERS TOP RAIL -24 GAGE GALVANIZED 1/2'x9/16'x2" 040" ALUMINUM EXTERIOR & INTERIOR FACING URETHANE FOAM —� 1 5/14/02 1?.11; CEILING -16 GALVANIZED URETHANE FOAM 2x6 ROOF JOISTS SYP g2 ON 12' CENTERS ROOF -24 GAGE GALVANIZED .4C/� SUB ROOF -16 GAGE / GALVANIZED C VINYL GASKET p10 -16x5/8' TEK SCREWS AT 6' CENTERS 13'-4' MAX. 14' ROOF SECTION TYPE 1 4 ROOF -24 GAGE GALVANIZED D /// SUB ROOF -16 GAGE / GALVANIZED VINYL GASKET--`� 0 f 10— t 6x5/8' TEK SCREWS AT 6' CENTERS CEIUNG-16 GAGE GALVANIZED 4 q' MAX. 4. 10' ROOF SECTION TYPE 2 #10 x 5/8" HEX HEAD TEK SCREW ® 6' D.C. \r / 5_3/4• 2' x SECTION C - C SCALE 3/4' - 1'-O' U BER (SYP B2) 12' TIP. TAGGER 310 STITCH FOLDER ROOF -24 GAGE ON 4 CENTERS OR GALVANIZED 00-164/8' TEK SCREWS AT 6' CENTERS 1_1/2• URETHANE FOAM _1• 110-16x5/8' TEK SCREWS AT 6' CENTERS VINYL GASKET I L , V2 n o 7 z zN*g W W C V Q � —o A d w w, x $ m u W Qz a1 � z >z ti N W - Z 0 c1— u [J. 2 z G� J0 w F OSI 09 a z s AE �n SECTION D - D � �pq���,® SCALE 3/4' . 1'-O'wtfatleFlsef� U AlffR NO —O • C� OA/22/1� OakG 999 ..•. a2/1eT Ai xR1T[O MR Mlaad M COOffu1 a.upn eT Cn..M.tl e ® 2Mi VJH ��10A tll.rinp n 99-053 sheet 4 of 7 I I I I 9" CHROME PLATED CAM -LIFT HINGES (KASON 1245 OR EQUAL) --� I I I I 3-1/4-20x i " SS S.M.S. I I 4"x6"x1/4" STEEL / MOUNTING PLATE ON INSIDE FACE OF I r ;; 12-1/4-20 SS S.M.S. F INTO EXTERIOR SKIN & 16 GA REINFORCING PLATE A TYPICAL 30" - 36" DOORS SCALE: 3/4" = 1' - 0" URETHANE FOAM MAGNETIC GASKET INTERIOR PAN -.040" ALUMINUM AT PERIMETER /- INTERIOR RELEASE I 4. EXTERIOR PAN -.040" ALUMINUM � SECTION G - G B SAFETY CHROME PLATED (K-58 EQUAL) DOOR LC BAR ON EXTERIOF DOORS 1 O"x 2"x 1 STEEL PI 12: ELEVATION - DOOR FRAME ASSEMBLY SCALE: 3/4" = 1' - 0" DOOR SIZE W x H (IN) DOOR FRAME B (IN) 30 x 72 (BEYOND) 74 30 'x 78 SEE DOOR FRAME 80 36 x 72 ASSEMBLY ELEVATION I V I I 1 I a-1/a-20x1" I I T— I I SS S.M.S. I I I I I I 4"x7"xl/4" I I I I STEEL MOUNTING PLATE ON I INSIDE FACE OF EXTERIOR I SKIN (TYP.) I I I I I I L' _ "o THREE HINGES ON I I I I EXTERIOR DOORS IG I 11 I GI I I I I 9" CHROME PLATED CAM -LIFT HINGES (KASON 1245 OR EQUAL) --� I I I I 3-1/4-20x i " SS S.M.S. I I 4"x6"x1/4" STEEL / MOUNTING PLATE ON INSIDE FACE OF I r ;; 12-1/4-20 SS S.M.S. F INTO EXTERIOR SKIN & 16 GA REINFORCING PLATE A TYPICAL 30" - 36" DOORS SCALE: 3/4" = 1' - 0" URETHANE FOAM MAGNETIC GASKET INTERIOR PAN -.040" ALUMINUM AT PERIMETER /- INTERIOR RELEASE I 4. EXTERIOR PAN -.040" ALUMINUM � SECTION G - G B SAFETY CHROME PLATED (K-58 EQUAL) DOOR LC BAR ON EXTERIOF DOORS 1 O"x 2"x 1 STEEL PI 12: ELEVATION - DOOR FRAME ASSEMBLY SCALE: 3/4" = 1' - 0" DOOR SIZE W x H (IN) A (IN) B (IN) 30 x 72 32 74 30 'x 78 32 80 36 x 72 38 74 36 x 78 38 80 URETHANE FOAM #10-16x5/8" TEK SCREW 6" O.C. (TYP) " (TYP) .040" ALUMINUM EXTERIOR JAMB .040" ALUMINUM EXTERIOR HEADER VINYL GASKET r040" ALUMINUM INTERIOR JAMB SECTION E SECTION F (THRU HEADER) BREAKER STRIP C4x7.25 STEEL CHANNEL EXTERIOR DOORS ONLY GASKET ,.040 ALUMINUM INTERIOR HEADER •URETHANE FOAM BREAKER STRIP PROMCf'RENEWBD 0=mpWft"i16 dw F7orWe store code Aesepter�oe No 6 — 0 uj . O t3aie O % g Mlemi roducl Coamd DWfton aat� 04/22/1999 ar..,u.a .w 99-053 71, e .' ...11' '.'.'.'.'.'� SECTION E SECTION F (THRU HEADER) BREAKER STRIP C4x7.25 STEEL CHANNEL EXTERIOR DOORS ONLY GASKET ,.040 ALUMINUM INTERIOR HEADER •URETHANE FOAM BREAKER STRIP PROMCf'RENEWBD 0=mpWft"i16 dw F7orWe store code Aesepter�oe No 6 — 0 uj . O t3aie O % g Mlemi roducl Coamd DWfton aat� 04/22/1999 ar..,u.a .w 99-053 71, e i m I to 1-3/4" THICK 18 GAGE INSULATED STEEL DOOR 16 GAGE STEEL DOOR FRAME 4" HEAD DEPTH I Y 14 GAG CHANNEL I 1NN REINFORCEMENT 12 GAGE I PEEPHOLE HINGE L I REINFORCEME bb � I SARGENT 12-8706-ET13-321 I CHANNEL VERTICAL PANIC ROD 14 GAGE I NF #10x3/4" SS 14 GAGE PCHANNEL lREOCF.FN\ I 4'-0" MAX. SERVICE DOOR - VIEW FROM INSIDE SCALE: 3/4" = 1'_p" 1 14/02 1 16 GAGE STEEL DOOR FRAME 4' HEAD DEPTH �3 o I I Lu1= 4-1/8" I I I Z I � I I CHANNEL _ I 0 REINFORCEMENT 14 GAGE— AGE IN ES" (3 REQ'D)" I HINGES' LOCK LOCK CHANNEL REINFORCEMENT I a I 14 GAGE LHINGE CHANNEL REINFORCEMENT 4'-0" MAX. SERVICE DOOR - VIEW FROM INSIDE SCALE: 3/4" = 1'_p" 1 14/02 1 16 GAGE STEEL DOOR FRAME 4' HEAD DEPTH SERVICE DOOR - VIEW FROM OUTSIDE SCALE: 3/4 = 1'_0" Uz 83 Goz •;. a S r• �V -� u g a Wa$ u EXTERIOR WALL .040" ALUMINUM -O INTERIOR WALL U d 8 .040' ALUMINUM O. 'n, W % • .'.'.'..'.... URETHANE Q W « s W FOAM z g 8 W VINYL = W GASKET U ao WELD z 1.' #10-16 x 5/8" DOOR TEK SCREW w g TRIM zo s DOOR FRAME Yu C3 x 6.0 CHANNEL z i W - z" WELD 16 GAUGE STEEL J F 3� O W (w SERVICE DOOR v uKl JAMB W/ 4" DEPTH % � SECTION A O� SCALE: 3' 1'-O' O .1 Z u W3 E DOOR FRAME g® C3 x 6.0 3 CHANNEL AN -- .... SECTION B •'' SCALE: 3' o �o„ SAME DETAILED DESCRIPTION AS SHOWN ABOVE ON SECTION A. _ r MIDbIK.TRI �eea�lyh�whh the iloefde ..�. �:C� / 04/22/1999 Aee✓1p..,NO0Z-0 65.04. •uu ar,—eT ��Z OG ] At woT[h MCN C. Yyn OT ch.c4.0 D Z ypc mvwon 99-053 \ I 1 ++1 r I DOOR FRAME CHANNEL A ®I I (BEYOND) C3 x 6.0 "J GUSSET I 14 GAGE I I CHANNEL 16 GAGE I CHANNEL STEEL DOOR FRAME 4' REINFORCEMENT JAMS DEPTH I IN ES" (3 REQ'D)" I HINGES' OUTT I I I LHINGE CHANNEL 14 GAGE I I REINFORCEMENT CHANNEL REINFORCEM�t 14 GAGE CHANNEL REINFORCEMENT I I e I I I I I l I I ° 16 GAGE STELI DOOR I I i J I I FRAME JAMB DEPTH OUTSIDE PULL DEVICE I KEYED LOCK (OPTIONAL) L I I I I DOOR FRAME CHANNEL I I I I I (BEL.0 GELOCK _1 NNEL RCEMENTEDOOR SWEEP�CEMENT•�� I SERVICE DOOR - VIEW FROM OUTSIDE SCALE: 3/4 = 1'_0" Uz 83 Goz •;. a S r• �V -� u g a Wa$ u EXTERIOR WALL .040" ALUMINUM -O INTERIOR WALL U d 8 .040' ALUMINUM O. 'n, W % • .'.'.'..'.... URETHANE Q W « s W FOAM z g 8 W VINYL = W GASKET U ao WELD z 1.' #10-16 x 5/8" DOOR TEK SCREW w g TRIM zo s DOOR FRAME Yu C3 x 6.0 CHANNEL z i W - z" WELD 16 GAUGE STEEL J F 3� O W (w SERVICE DOOR v uKl JAMB W/ 4" DEPTH % � SECTION A O� SCALE: 3' 1'-O' O .1 Z u W3 E DOOR FRAME g® C3 x 6.0 3 CHANNEL AN -- .... SECTION B •'' SCALE: 3' o �o„ SAME DETAILED DESCRIPTION AS SHOWN ABOVE ON SECTION A. _ r MIDbIK.TRI �eea�lyh�whh the iloefde ..�. �:C� / 04/22/1999 Aee✓1p..,NO0Z-0 65.04. •uu ar,—eT ��Z OG ] At woT[h MCN C. Yyn OT ch.c4.0 D Z ypc mvwon 99-053 FRONT WALL S 2-1/2' x 3-1/2' x 1/4' (OR 2" x 4' x 1/4") CONT. ALUMINUM ANGLE 6063-T6 ALLOY W/ TWO 5/16"o x 3 - LG. LAG SCREW. SPACINGS SHOWN ON TABLE 2- 1/4'0 ITW TAPCON W/ 1 -3/4 - EMBEDMENT IN CONC. SLAB (TYP) SPACINGS SHOWN ON TABLE 2 �I D ° ° ° D D 6- (TYP) FRONT WALL SECTION--, BASE WOODBLOCKING 3-1/2" x 5' x 5/16" (OR 2" x 5- x 1/4') _ W/ 3/4'xCOX PLYWOOD 6' SYP (TYP) CONT. ALUM. 60 3 -TB ALLOY ANGLE TWO 6. O.C. 5/16"0 x 3" LG. LAG 6' - 16' SCREWS (TVP) FLOOR SECTION SPACINGS SHOWN ON 7' - 18' TABLE 2 28' - 28'-4" - 1/4-0 ITW TAPCON W/ i 1-3/4 EMBEDMENT IN CONCRETE SLAB (TYP) 30' - 31'-2' - SPACINGS SHOWN ON D ° TABLE 2 \ DETAIL AO INSULATED FLOOR W/O SKIDS SCALE: 1-1/2" = 1'-0' 114 SMS TO I WALL SPACING 1/4.0 TAPCON TO SLAB, SPACING iALL , I ALLUWABLE UNIT LENGTH (L) FOR A GIVEN UNIT WIDTH (W) AND FASTENER SPACING (FLOORLESS UNITS, DETAIL © ) w 12" O.0 18" O.C. 8" O.C. 12' O.C. 6. O.C. 6' 6' - 16' 16' - 23'-7' 28• 28' - 28'-4'8' 7' 7' - 18' 18' - 28' 28' - 28'-4" - 8' 8' - 18' 18' - 30' 30' - 31'-2' - 9' 9' - 20' 20' - 34' 34' - 35' - 10' 10' - 20' 20' - 36' 36' - 38'-10' - 11' 11' - 22' 22' - 38' 38' - 42•-8' - 12' 12' - 23' 23' - 42' 42' - 46'-6' - 13' 13' - 25' 25' - 43' 43' - 50' - 14' 14' - 25' 25' - 45' 45' WALL) AS NOTED IN SCHEME 1. ..... p La -Q FROM EACH SIDE FOR GH b USE: 14 1TW TAPCON REMAINING 018NOTC. TO CONCRETEMSLAB (TYPICACL FOR ALL UHE NIT DILIENSmNS) 1 CONNECTION OF INTERIOR WALL FACING TO WOOD BLOCKING - ISO x 3-1/2' COMMON WIRE NAILS 0 3" O.C. (TYP.) r FLOOR SECTION 1 D D i 1-1/2" x 3' CONT. STEEL SKID W/ 3/8'0 x 3' LAG SCREW TO WOOD BLOCKING DETAIL© INSULATED FLOOR WITH SKIDS SCALE: 1-1/2' - 1'-0• TWO 5/16"0 LAG SCREWS TO wAL.L SPACINGS 1/4.0 TAPCON TO SLAB. SPACING TABLE 2 ALLOWABLE UNIT LENGTH (L) FOR A GIVEN UNIT WIDTH (W) AND FASTENER SPACING (UNITS WITH INSULATED FLOOR, DETAILS(2) & 08 ) w 15" O.C. 10' O.C. e' O.C.5' 0 C Y x 2" x 1/8' CONT. kLUMINUM WGLE 6063-T6 ALLOY W/ #14 SMS 0 THE WALL AND 1/4'0 ITW TAPCON WCHOR W/ 1-1/4' EMBEDMENT TO :ONC. SLAB (INTERIOR do EXTERIOR ME OF FRONT WALL) FASTENER SPACINGS ;HOWN, BELOW, TABLE 1. "FLOORLESS" DETAIL (TYPICAL WALL TO SLAB CONNECTION) SCALE: 1-1/2' - 1--o- TABLE 3 14Mll*C,780' O.C. 7' O.C. 6• 6' - 3'-7' -7' < 6 W2 7' - 28• 28' - 28'-4'8' > 12' - 14' 471 w2 8' - 30' 30' - 31'-2'9' ±397 9' - 34' 34' - 35• - 10• 10' - 36' 36' - 38'-10' - 11' 11' - 38' 38' - 42'-8• - 12' 12' - 23' 23' - 42' 42' - 46'-6' - 13' 13' - 25• 25' - 43' 43' - 50' - 14' 14' - 25' 25' - 45' 45' - 50 - Y x 2" x 1/8' CONT. kLUMINUM WGLE 6063-T6 ALLOY W/ #14 SMS 0 THE WALL AND 1/4'0 ITW TAPCON WCHOR W/ 1-1/4' EMBEDMENT TO :ONC. SLAB (INTERIOR do EXTERIOR ME OF FRONT WALL) FASTENER SPACINGS ;HOWN, BELOW, TABLE 1. "FLOORLESS" DETAIL (TYPICAL WALL TO SLAB CONNECTION) SCALE: 1-1/2' - 1--o- TABLE 3 FOUNDATION LOAD TABLE * (PLF) W < 6 W2 > 8' - 10' `"'' W2 >10' - 12' L`'1 L'e'i > 12' - 14' 471 w2 < 20' ±472 -95 ±397 -122 ±364 -149 ±350 -176 20' - 30' ±673 -95 ±551 -122 ±485 -149 ±450 -176 30' - 40'�±875 -95 ±700 -122 ±607 -149 ±551 -176 40' - 50I - - L_ - ±728 -149 ±629 -176 • NOTES: i:. LOADS SHOWN ARE NET UPLIFT FORCES DUE TO WIND PRESSURE. 2. FOUNDATION SHALL BE DESIGNED TO RESIST OVERTURNING AND UPUFT FORCES WITH SAFETY FACTOR = 1.5. �. DEAD AND LIVE LOADS SHALL BE BASED UPON LOADS SPECIFIED IN GENERAL NOTES. 4. CONCRETE TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AFTER 28 DAYS. SCHEME 1 - DISTRIBUTION OF OVERTURNING do UPLIFT WIND FORCES ._6 r "wwJcTRmLvw %=Ikb it w Flo11dd Diviilna ccz z _j o $ O o a V rpp"a 9 U A Y 95� V Va.KN12ZE1/1LH 4 04/22/7999 NOrMp e, 99-053 sheet 7—of 7 I EVAPORATOR COIL I 3/4' FPT x 3/4' QVC SLIP -90• COMBINATION FITTING DRAIN HEATER 3/4' SCHEDULE 40 PVC SIDE VIEW OFREzRIGERATION i HEATER LEAD PIPE SUPPORT .� . VENTED CAP (MIN. r -a" ABOVE o' FINISHED GRADE) -t 1-1/2' GROMMETS PIPE SUPPORT / TRAP NOTFS: 1. INSTALLATION CONTRACTOR IS RESPONSIBLE FOR CONDENSATE VENT, TRAP, AND SOAKAGE PR. 2. PROVIDE ACCESS TO TRAP AS IT REQUIRES REGULAR MAINTENANCE RECOMMENDED CLEANING EvERY SIX MONTHS. 3. PRECAST FRAME AND COVER FOR SOAKAGE PIT MAY BE REQUIRED IN SOME AREAS. EXISTING CONC. SLAB CONCRETE PIPE SUPPORT & STRAP GRADE 1' AIR GAP 1 3/4" WASHED 9ALLAST ROCK DRAIN TO SANITARY SYSTEM I I o I 1 WITH INDIRECT CONNECTIONS. I I P � o I o o t I o I LO ° °i0'•°°'I "N".0 O J� 3'-0 I 2•-0' S0. I CONDENSATE DRAINAGE PLAN SCALE. 3/4" a 1'-0" i 707 PL Uf 4 . No, PE 0009QB iars..,np ne. 97_129 Y 3 COMPARTMENT BUILDING 2 COMPARTMENT BUILDING 1 COMPARTMENT BUILDING U.L LISTED DOOR PANEL ASSEMBLY VIEW FROM INSIbE --H-- 12-2 WITH GROUND TYPE OF CABLE O LIGHT FIXTURE C= SURFACE MOUNTED JUNCTION BOX m U•L LISTED DOOR PANEL ASSEMBLY JUNCTION BOX JUNCTION BOX O WALL MOUNTED LIGHT FIXTURE LIGHT SWITCH AND HEATER JUNCTION BOX 12-2 WITH GROUND %ROOF METAL TYPE OF CABLE _ / . . . . . . . . . .\. . . . . CEILING METAL #10-3/4" STAINLESS PAN HEAD SMS VAPOR—PROOF 100W LIGHT FIXTURE KASON #1804LG COMPOMENT HARDWARE�� #L10 MODEL CEILING MOUNTED LIGHT FIXTURE DETAIL DOOR AND LIGHTING DETAILS SCALE: 1 NOTE - 1 - OTE:1. USE #12 THHN CONDUCTORS FROM SURFACE MOUNTED JUNCTION BOX TO CONDENSING UNIT CONTROL PANEL ON ROOF. 2. OF CABLE TO BE SPACED 1-1/2' MINIMUM OFF INTERIOR WALL SURFACES. 3. INTERIOR WALL MOUNTED LIGHT FIXTURE MAY BE DEL_RED IF CEILING MOUNTED LIGHT FIXTURE IS SPECIFIED. 1/2" PVC MALE ADAPTER A a a u C as UQUIDTITE VOLTS CONDUIT CONNECTOR r--- UQUIDTITE CONDUIT \ / EVAPORATOR RACEWAY LIQUIDTITE 208-230 1/2' CONDUIT -- /--- CONTROL PANEL LIQUIDTITE 12 CONNECTOR \ UQU IGHTT ITE PVC FEMALE \ �� FITTING ADAPTER --,., �� 10 SEE REFRIGERATION DATA CHARTS IN DESIGN PVC—SCHEDULE 4,0\\ \ % ^ U.F. CABLE—TO UGI47 STRAIGHT \ /ORITVENTDOOR HEATER UQUIDTIE FITTING \\� �, :\. . . . . . . . /. . PVC FEMALE ADAPTER WITH . . . . . 1" LONG PVC �� I PVC LB GROMMET PVC MALE ADAPTER .•.%. WEATHER—PROOF JUNCTION STRAIGHT BOX & BLANK COVER LIQUIDTITE ` FITTING SID_ E VIEW NOTES: 1. SEE CHART FOR EVAPORATOR RACEWAY SIZE. 2. SEAL RACEWAY AT CONTROL PANEL AND EVAPORATOR COIL WITH RTV SEALANT. 3. MAINTAIN 1" PER FOOT SLOPE ON DRAIN. 4. CLAMP CONDUIT EVERY 4% EVAPORATOR COIL SERVICE AMPS VOLTS CONDUIT WIRE SIZE SIZE THHN 15 208-230 1/2' 12 20 208-230 1/2' 12 25 208-230 1/2' 10 30 208-230 3/4" 10 SEE REFRIGERATION DATA CHARTS IN DESIGN MANUAL FOR INFORMATION REGARDING SPECIFIC SYSTEMS. 1/2' CHASE NIPPLE TO EVAPORATOR COIL 1/2" PVC SCHEDULE 40 OR 1/2" UQUIDTITE C0� REFRIGERATION WIRING DEVILS SCALE: 1" = 1'_0' 1/L JP+ur%I RADIUS ELBOW THERMOSTAT DETAIL WALL URETHANE FOAM #10-16x5/8' TEK SCREWS (2 REQUIRED) e - S � J z= x u < N H $ 0 W <Z V a > Nm v p g N N b W ro Y C A N ^ 1•� •J Oplwe F. M u WGTo = N OI - o_- x go- �y ai4W1 ul > a' • ` 211 L= v.r. +a�eaca FL LIC*Aw6 No. PE 0050108a W 2 0 1997 Ir" ly an«r.a 97-127 .�y NUT &WASHER (4 REQUIRED} CONDENSING UNIT CONDENSING UNIT HOOD `'--1'-0" / FUSED DISCONNECT � I � r ' 1/4"-14x3/4" TEK #3 HEATER LEAD SCREWS -4 EACH SIDE 16 GAGE GALVANIZED j 2x8 BEARING AT I I / STEEL "C" SECTION , INTERIOR WALL PANEL / . . . . • . . . . . . . . . . . . . . . . / LIQUID UNE �-- 2x8 SYP#2,SPF#i SEE NOT 5 3/8"x2" LAG SCREW = 10" EVAPORATOR COIL SUCTION UNE 1 3/4" FPT x 3/4" PVC EVAPORATOR COIL SUP -90' COMBINATION FITTING ij GROMMETS — 3/8"x2" LAG SCREW UNE SIZES ` \— 2x8 SYP#2.SPF#1 GROMMETS " j 1_1/2" /2 - SEE NOTE 5 HP LIQUID SUCTION y UNE UNE 3/4" SCHEDULE 40 PVC /' INTERNAL 75 DRAIN HEATER FRONT VIEW OF REFRIGERATION 1 5/8 1.5 SIDE VIEW OF REFRIGERATION 1.75 3/8 7/8 CONDFNSAF DRAIN NOTES 2.5 1. CONDENSATE DRAINAGE SYSTEMS 3 CH. 46, SECTION 4606.7, A -G. SHALL COMPLY WITH THE 1994 S.F.B.C., 2. CONDENSATE DRAINAGE SYSTEMS SHALL BE VENTED 12" ABOVE TOP MOST DRAIN PAN AND HAVE A PERFORATED CAP. S. CONNECTIONS TO UNIT DRAINS SHALL GAVE A MINIMUM 2- TRAP SEAL REFRIGERATION DETAILS SCALE: 1" = 1 •-0" NOTES: 1. ALL REFRIGERATION PIPING TO BE COPPER REFRIGERATION TUBING. 2. ALL FITTINGS TO BE COPPER. 3. USE GROMMETS WHERE COPPER PENETRATES WALL 4. CONDENSING UNIT SUPPORTS MAY SPAN LENGTH OR WIDTH OF BUILDING NOT TO EXCEED MAXIMUM SPAN OF i 6'. 5. SUBSTITUTE C4 -x7.25 CHANNEL FOR 2x8 AND 3/8"-16x1-1/2' HEX HEAD THREAD CUTTING SCREW FOR 3/8" x2" LAG SCREW IF NON COMBUSTIBLE CONSTRUCTION IS REOUIRED. �tnl� a i Q J as uJ Z Q 5 o j ° z E >>>1 Z Ztn q�u, W _ FQ a>v 3u - v .em.. tu :u- i� Va XWOLMICH ROMESSWRAL RL ue ��nn/ab N.. PE 00.10983 3MO97 Iarwaq na 97-126 UOUIDTITE CONDUIT TO EVAPORATOR �j I�— ROOF MOUNTED CONDENSING f i) rr- 3 COMPARTMENT SUILDING I UOUIDTITE CONDUIT TO EVAPORATOR I-- ROOF MOUNTED n CONDENSING UNIT - 2 COMPARTMENT BUILDING I COMPARTMENT HUMDING DTITE IU1T TO ORATOR MOUNTED ENSING UNIT STANDING TEE ROOF SEAM CONDENSING -IS GAGE GALVANIZED STEEL 'C' SECTION 1/4'-14x3/4' TEK SCREW ° UNIT e (4 REQUIRED EACH SIDE) LIQUID UNE ° ; FUSED DISCONNECT / WITH 230V AND SUCTION UNE 120V POWER WIRING WITH 1/2- THICK ° \ INSULATION — UOUIDTITE PIPE CHASE CONDUIT COVER �. ° ° UOUIDTITE CONDUIT TO EVAPORATOR TOP VIEW CONDENSING UNIT /—FUSED DISCONNECT STANDING TEE/ PIPE CHASE ROOF SEAM COVER —fit -\` 16 GAGE GALVANIZED % STEEL 'C' SECTION \ \`-3/E'xt-1/Lr 80LT WITH \\ NUT & WASHER (4 REQUIRED) 1/4'-14x3/4' TEK SCREW a (4 REOUIRED EACH SIDE) SIDE VIEW CONDENSING UNIT INSTALLATION DETAILS SCALE: 3/4' NOTE'S• 1. CONDENSING UNIT LOCATIONS MAY VARY. 2. CLAMP CONOUIT EVE Ry 4. �aurss FL L • xaa Ne. 7E 9E3 AAR 6 1997 ■t. .ro° ur en.eww ° vat vat 97-125 --=n -1 - 1 ._. I(cl MOR �lklc . MDY-13-03 02:25pm From—INTERNATIONAL COLD STORAGE Carrier Commercial Refrigeration +3167332434 T-954 P-01/07 F-370 To: ELLIOTT TUNIS From: Fax: 305-663-9027 Pages: Phone: 305-430-1202 Date: Company: THE UNIFIED FOODSERVICE PURCHASING Job: Address: P.O. BOX 32033 Address: Clty,St: LOUISVILLE, KY 40232 CIty,St: Cl Please Sign & Return Qlnformation As Requested Stacey Hoff 0007 5-13-2003 PIZZA HUT MIAMI SHORES, FL 00000 EI Please Review & Contact ICS Subject:: Attached are the specifications, floor plans and quotation for the walk-in cooler for your project in Miami Shores, FL. T have also included a shelving layout, but shelving is not included in the price. Please feel free to call me with any questions. Thank you! Stacey Hoff 800-835-0001 ext. 105 316-733-2434 fax 215 East 13th St., P.O. Bax 425, Andover, KS 67002 USA, 800-835-0001 ph, 316-733-1365 ph, 316-733-2434 fx, www.icsco.com May -13-03 a 02:25pm From—INTERNATIONAL COLD STORAGE +3167332434 T-954 P.02/07 F-370 Carrier Commercial Refrigeration UNIT SPECIFICATIONS FOR: THE UNIFIED FOODSERVICE PURCHAS11FOROJECT: PIZZA HUT I DA 5/13/2003 MIAMI SHORES, TRACKING O. 5992 ATTN: E LIOTTTUNIS I QUOTE: 0058556 MODEL: IC818 1PAGEN0. 1 **************************** GENERAL SPECIFICATIONS C-01 INTERIOR HGT. 81- Off EXTERIOR COLOR - SAND ROOF SLOPE - SFBC CATHEDRAL WIDTH CODE COMPLIANCE - DADE CO LABEL REQUIRED UL LISTED -"COMMERCIAL WALK-IN UNIT" FLOOR**t****************************�*** C-01 ELEVATION oil ************************* BUILDING ADDITIONAL FEATURES ************************* ROOF FLASHING KIT " T " ()II CORNER TRIM KT 1 EA GASKETED DOOR TRIM KIT 1 EA EXTERIOR BASE TRIM KIT 5 EA .040 ALUM EXTERIOR IN LIEU OF .032(SAND) **************************** DOORS D-01 SIZE 36 X 78 /LEFT OPTIONS ALUMINUM THRU-THE-WALT, KIT STD. DOOR CLOSER NON -HEATED JAMB RAISED DOOR 0 1/211 & OPENINGS ******************************* REFRIGERATION*************************k******* R-01 HORSEPOWER 2 TYPE MED/HERMETIC/ICS/WR REFRIGERANT 022 PHASE/VOLTAGE 3P 208/230V SERVICE AMPS 20 SERVICE FUSED DISCONNECT MOUNTING ROOF DEFROST ELECTRIC OPTIONS THRU ROOF PIPING REFRIGERATION SYSTEM R-01 IS DESIGNED TO MAIN'T'AIN 350 AT 1000 AMBIENT TEMPERATURE ASSUMING PRODUCTS ENTER AT 450 WITH MODERATE DOOR TRAFFIC. STANDARD REFRIGERATION C.U. R-01 PWH2OOH22EX ICS -W Condensing Unit NON-STANDARD REFRIGERATION E.C. R-01 CTE56-125D ICS -R Evaporator LIGHTING & ELECTRICAL FLUORESCENT LIGHT FIXTURES C-01 4 EA DELETE INCANDESCENT LIGHT FIXTURES D-01 1 EA .ACCESSORIES & MISCELLANEOUS 216 East 13th St., P:Q. Sox 425, Andover, KS 67002 USA, 800-835-0001 ph, 316-733-1385 ph, 316-733-2434 fx, www.icsco.com May -13-03 02:26pm From—INTERNATIONAL COLD STORAGE no Carrier Commercial Refrigeration +3167332434 T-954 P.03/07 F-370 UNIT SPECIFICATIONS FOR: THE UNIFIED FOODSERVICE PURCHASIN ROJECT: PIZZA HUT I DATE: 5/13/2003 MIAMI SHORES, F1_ I TRACKING NO, SH45992 ATTN: ELLIOTTTUNIS QUOTE: 0058556 MODEL: IC818 1 PAGE NO. 2 END FLOORLESS TNT. BASE COVE C-01 471- 0" TIE DOWN MBDADE5 941- Oil HURRICANE TIE DOWN -.ALTERNATE ROOF MOUNT 81- 0'' ************************* ICS SALES REPRESENTATIVES ************************ GARY TINTEROW/STACEY HOFF 215 East 13th St., P.O. Box 425, Andover, KS 67002 USA, 800-835-0001 ph, 316-733-1385 ph, 316-733-2434 N www.icsco.com 1 0 a w w 0 N • N a a ?U D n t r n v m T WE MUST HAVE APPROVED DRAWINGS P TO PLACE UNIT INTO PRODULTIMM -v DRAWING IS: ❑ APPROVED o 0 APPROVED AS NOTED T CHANGES AFTER APPROVAL MAY RESULI IN ADDITIONAL COST o INTERNATIONAL GOLD STORAGE NAME P17ZA HUT DRAWING 56556 SCALE / '_ '-0' SHEET 215 E. 13TH STREET, P.O. 60X 425LOCATION MIAMI R SERIAL 58556 DATE 05/13/03 A-1 ANDOVER, KS. 67002 BW-B&5-=lMODEL REVISED FAX 31F-733-2439 I OF c �r1 Lill `JJJ 2'-9' 1 5'—B' INTERNATIONAL COLD STORAGE NAME 215 E. 13TH STREET, P.O. BOX 425 LOCATION OANDOVER, KS. 67002 6W-835-=1 FAX 316-7M-2434 i V m cram m DRAW SERIAL MODEL X U n r- rn { WE MUST HAVE APPROVED DRAWINGS cm TD PLACE UNIT INTO PREIDUUMNI DRAWING IS: D APPROVED D APPROVED AS NOTED CHANGES AFTER APPROVAL MAY RESUL7 T IN ADDTIIONAL COST o SCALE 1/4'=l'—O" SHEEI DATE 05/13/03 EPM—: REVISED 2 OF r May -13-03 02:27pm From -INTERNATIONAL COLD STORAGE Carrier Commercial Refrigeration 0 1 +3167332434 T-954 MGM F-370 ICS QUOTATIONIPURCHASE ORDER FOR: THE UNIFIED FOODSERVICE PURCHASINROJECT: PIZZA HUT I DATE: 5/13/2003 MIAMISHORES. FL I TRACKING NO. S 4599 AWN: ELI.IOTT TUNIS I QUOTE: 0058558 MODEL: IC818 I PAGE NO, 1 END CASH SALES: Sales Price F.O.B. factory $10,870.00 Plus Optional Features: Total Net Sales Price 10,870.00 Plus: Transportation Charges to:MIAMI SHORES, FL 2,254.75 Total Sales Price U.S. $13,124.75 Deposit Required $.00 PAYMENTS TERMS: THRU UF'PC Net 30 after delivery, or 60 days after date of purchase in the event delivery is delayed by Buyer. NOTES: 1) This quote is firm for 30 days. 2) Applicable state and local taxes are not included in the above Sales Price and are due upon invoice by International Cold Storage Co., Inc.(ICS) 3) Orders may not be cancelled after equipment is fabricated without mutual agreement by ICS and Buyer as to reasonable and proper cancellation charge. 4) Current lead time is approximately 4 weeks from date of purchase. ICS will confirm delivery date after receipt of this document signed by Buyer and receipt of plans signed. by Buyer. 5) Building or refrigeration permits (if required) to be by others. 6) Fees by Architect or professional engineers seal (if required) are not included in this quote. 7) When delivery is delayed by purchaser for more than 30 days, TCS will assess storage charges. Storage charges are at the rate of $3.50 per day. Storage charges are invoiced monthly, payable upon receipt. Buyer hereby agrees to purchase the above described equipment and/or services from ICS. Buyer further agrees to Terms and Conditions as stated on ICS Credit Application. Signature of Buyer: Print Name of Buyer: Date of Purchase: 216 East 13th St., P.O. Box 425, Andover, KS 67002 USA, 800-835-0001 ph, 316-733-1385 ph, 316-733-2434 fx, www.icsco.com 0 WE MUST HAVE APPRUVED DRAWINGS TO PLACE UNIT IN1D PRODUCTIIINI DRAWING IS - E3 APPROVED S:cmE3APPROVED o� —,i D APPROVED AS NOTED T CHANGER AFTER APPROVAL MAY RESULT IN ADDITIONAL COST ~o NAME PIZZA HUT DRAWINGA56SCALE '- '-INTERNATIONAL COLD STORAGE LOCATION M AM SHDRES FL SERIALDATE 05 03SIiEEi 21S E. 13TH STREET, P.O. BOX 425OANDOVER, KS. 67002 �05--o01 MODELREVISED FAX 316-733-2434 1 - DF 24X60 24X60 24X60 IU .y. X CO fU x 24X60 24X60 24X60 w 0 WE MUST HAVE APPRUVED DRAWINGS TO PLACE UNIT IN1D PRODUCTIIINI DRAWING IS - E3 APPROVED S:cmE3APPROVED o� —,i D APPROVED AS NOTED T CHANGER AFTER APPROVAL MAY RESULT IN ADDITIONAL COST ~o NAME PIZZA HUT DRAWINGA56SCALE '- '-INTERNATIONAL COLD STORAGE LOCATION M AM SHDRES FL SERIALDATE 05 03SIiEEi 21S E. 13TH STREET, P.O. BOX 425OANDOVER, KS. 67002 �05--o01 MODELREVISED FAX 316-733-2434 1 - DF