NOTICE OF ACCEPTANCE (NOA) SCOPE - Miami-Dade

NOA No. 20-0302.03 Expiration Date: April 22, 2025

Approval Date: April 2, 2020 Page 1

MIAMI-DADE COUNTY PRODUCT CONTROL SECTION

11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy American Coolair Corporation P.O. Box 2300 Jacksonville, FL 32203

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 RER-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. RER 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: Model CR_A and U_CA Aluminum Rooftop Fans APPROVAL DOCUMENT: Drawing No. 17-133, titled “CR_A & U_CA Type Roof Mounted Capped Power Ventilators Hurricane Rated”, sheets 1 through 22 of 22, dated 08/02/2017, with revision 2 dated 02/11/2020, prepared by Tilteco, Inc, signed and sealed by Walter A. Tillit, Jr., 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami-Dade County Product Control Approved", is to be located on each unit. 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 and revises NOA #18-0110.03 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 Carlos M. Utrera, P.E.

Carlos M. Utrera, P.E. Product Control Examiner


Approval Date: April 2, 2020 E - 1

American Coolair Corporation

NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA’s A. DRAWINGS “Submitted under NOA # 15-0603.10”

1. Drawing No. 15-124, titled “CR_A & U_CA Type Roof Mounted Capped Power Ventilators Hurricane Rated”, sheets 1 through 22 of 22, dated 05/04/2015, prepared by Tilteco, Inc, signed and sealed by Walter A. Tillit, Jr., P.E.

B. TESTS “Submitted under NOA # 10-0303.03”

1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94

along with marked-up drawings and installation diagram of CR-A Type Unit Size 30 Roof Mounted Capped Power Ventilator Hurricane Rated, prepared by American Test Lab of South Florida, Test Report No. 1006.02-09, dated 02/24/2010, signed and sealed by Edmundo Largaespada, P.E.

2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94

along with marked-up drawings and installation diagram of U-CA Type Unit Size 30 Roof Mounted Power Ventilator Hurricane Rated, prepared by American Test Lab of South Florida, Test Report No. 1006.01-09, dated 02/24/2010, signed and sealed by Edmundo Largaespada, P.E.

C. CALCULATIONS “Submitted under NOA # 10-0303.03” 1. Anchoring verification calculations, prepared by Tilteco, Inc, dated 07/31/2009,

signed and sealed by Walter A. Tillit, Jr., P.E.

D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER)

E. MATERIAL CERTIFICATIONS

1. None. F. STATEMENTS “Submitted under NOA # 15-0603.10”

1. Statement letter of code conformance to the 5th edition (2014) FBC issued by Tilteco, Inc, dated 05/05/2015, signed and sealed by Walter A. Tillit, Jr., P.E.

“Submitted under NOA # 10-0303.03” 2. Statement letter of no financial interest, issued by Tilteco, Inc, dated 02/15/2010,

signed and sealed by Walter A. Tillit, Jr., P.E.

Carlos M. Utrera, P.E. Product Control Examiner


Approval Date: April 2, 2020 E - 2

American Coolair Corporation

NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED

A. DRAWINGS

1. Drawing No. 17-133, titled “CR_A & U_CA Type Roof Mounted Capped Power Ventilators Hurricane Rated”, sheets 1 through 22 of 22, dated 08/02/2017, with revision 2 dated 02/11/2020, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit, Jr., P.E.

B. TESTS

1. None. C. CALCULATIONS

1. None.

D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER)

E. MATERIAL CERTIFICATIONS

1. None. F. STATEMENTS “Submitted under NOA #18-0110.03

1. Statement letter of code conformance to 6th edition (2017) FBC, prepared by Tilteco, Inc., dated 08/02/2017, signed and sealed by Walter A. Tillit, Jr., P.E.

GENERAL NOTES:

1. CR_A & U_CA TYPE ROOF MOUNTED CAPPED POWER VENTILATORSHURRICANE RATED SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(P.A.D.) HAVE BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE2017 (6th EDITION) OF THE FLORIDA BUILDING CODE.THESE VENTILATORS MAY BE INSTALLED AT HIGH VELOCITY HURRICANEZONES. (MIAMI-DADE/BROWARD COUNTIES)DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THEABOVE MENTIONED CODE, USING ASCE 7-10 AND SHALL NOT EXCEED THEMAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2.

IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADSDETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGNLOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (A.S.D.) DESIGN PRESSURE RATING INDICATED ON NOTE 2.

IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D. AS TESTED, WERENOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WINDLOADS WAS NOT USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOODHAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2015.VENTILATORS' ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEENVERIFIED IN ACCORDANCE WITH SECTION 1626 (EXCEPT CYCLIC TEST) OFTHE ABOVE MENTIONED CODE AS PER AMERICAN TESTING LAB. OF SOUTHFL. REPORTS # 1006.01-09 & 1006.02-09, AS PER TAS-201 ANDTAS-202 PROTOCOLS (INCLUDING PULL TEST TO VERIFY OVERTURNINGCAPACITY).

2. MAXIMUM A.S.D. DESIGN PRESSURE RATING: +61.0, -61.0 p.s.f.

3. THESE VENTILATORS HAVE NOT BEEN TESTED FOR WIND DRIVEN RAIN PERFLORIDA BUILDING CODE, TAS 1 OO(A).

4. THESE VENTILATORS WERE TESTED FOR STRUCTURAL STRENGTH OF THEOUTER HOUSING PARTS AND THE ABILITY OF THE VENTILATOR TO OPERATEAFTER TESTING.

5. THIS APPROVAL IS FOR THE STRUCTURAL PERFORMANCE AND IMPACTRESISTANCE ONLY. INTERIOR MECHANISM AND/OR ELECTRICAL CIRCUITRYARE OUTSIDE THE SCOPE OF THIS APPROVAL.

6. VENTILATORS ROOF CURB MUST BE ANCHORED DIRECTLY INTO ROOFFRAMING MEMBERS AND NOT TO ROOFING SYSTEM.AFTER THIS INSTALLATION IS COMPLETED, TENANT MUST RE-ROOF ALLAROUND ROOF AREA WHERE VENTILATOR WAS INSTALLED TO PREVENTWATER INTRUSION. ALL ROOFING DETAILS SHALL COMPLY WITH CHAPTER15, SECTIONS 1512 THRU 1524 OF THE FLORIDA BUILDING CODE.

7. ROOF STRUCTURE MUST BE DESIGNED TO WITHSTAND THE WEIGHT ANDLOADING TRANSFERRED BY ROOF TOP VENTILATORS.

8. FASTENERS SHALL BE AS SPECIFIED AND INSTALLED AS DETAILED ON SHEET4 (FOR CR....A) & SHEET 16 (FOR U_CA).THESE VENTILATORS INCLUDE AN INLET BASE (FOR CR_A) AND BOTIOMHOUSING BASE ASSEMBLY (FOR U_CA) TO BE USED TO SECURE THEVENTILATOR TO THE ROOF CURB.THE ROOF CURB WILL BE ATIACHED TO THE BUILDING ROOF STRUCTURETO ADEQUATELY SUPPLY A VENTILATOR-CURB ASSEMBLY TO RESIST HIGHVELOCITY HURRICANE ZONES WIND FORCES AND USING ANCHORSSPECIFIED ON NOTE 14.

9. THIS DRAWING REFERS TO CR_A & U_CA VENTILATORS, BOTH BELT DRIVEAND DIRECT DRIVE TYPE WHICH ARE MANUFACTURED WITH THE SAMEOUTER HOUSING PARTS.

10. ALL ALUMINUM AND STEEL COMPONENTS SHALL BE AS INDICATED ONTHIS DRAWING AT BILL OF MATERIALS ON SHEET 3 (FOR CR_A) AND ONSHEET 15 (FOR U_CA).

11. BOLTS TO BE ASTM A 307, GALVANIZED OR ZINC PLATED PER ASTM B633 WITH 36 k.s.i. MINIMUM YIELD STRENGTH.

12. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TOBE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANTCOATED CARBON STEEL AS PER DIN 50018 AND SECTION 2411.3.3.4 OFTHE FLORIDA BUILDING CODE WITH 50 ksi YIELD STRENGTH AND 90 ksiTENSILE STRENGTH.

13. ALL POP RIVETS TO BE ZINC PLATED STEEL.

14. ANCHORS TO EXISTING BUILDING ROOF STRUCTURE SHALL BE ASFOLLOWS: SEE SHEET 4 (FOR CR_A) & SHEET 16 (FOR U_CA)

(A) TO EXISTING POURED CONCRETE {Min. f'c=3000 p.s.i.).:

- 3/8"¢ LARGE DIAMETER TAPCON (LDT) ANCHOR AS MANUFACTUREDBY ITW RED HEAD.

A.1) MINIMUM EMBEDMENT OF TAPCON ANCHOR INTO POUREDCONCRETE SHALL BE 2 1/2", BEYOND ANY FINISH MATERIAL.

A.2) MINIMUM TAPCON ANCHOR SPACING SHALL BE 3".

A.3) MINIMUM EDGE DISTANCE (E.D.) OF TAPCON ANCHOR INTOPOURED CONCRETE SHALL BE 1 3/4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL.

(B) TO EXISTING MIN. 1 /8" THICK STEEL (ASTM A-500. A-653 OR A-36):

- 1/4"¢x3/4" TEK SCREW AS MANUFACTURED BY ITW BUILDEX, INC.

B.1) MINIMUM TEK SCREW SPACING SHALL BE 1 ".

8.2) MINIMUM EDGE DISTANCE (E.D.) OF TEK SCREW INTO STEEL SHALL BE 1 /2". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL.

(C) TO EXISTING WOOD (MIN. SPECIFIC GRAVITY. G = 0.55 MIN.):

- 3/8"¢ LAG SCREW, PER N.D.S. 2015.

C.1) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THEWOOD FRAME UNIT SHALL BE 3", BEYOND ANY FINISH MATERIAL.

C.2) MINIMUM LAG SCREW SPACING SHALL BE 1 1 /2".

C.3) MINIMUM EDGE DISTANCE (E.D.) OF LAG SCREW, INTO WOODSHALL BE 3/4". EDGE DISTANCE IS BEYOND ANY FINISH MATERIAL.

(D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THERECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'SMANUFACTURER.

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15. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL VENTILATORSCOMPONENT EDGES BETWEEN ROOF CURB & INLET BASE (FOR CR....A)AND ROOF CURB & BOTIOM HOUSING BASE ASSEMBLY (FOR U_CA) TOPREVENT WIND/RAIN INTRUSION.

16. THIS PRODUCT INSTALLATION SHALL COMPLY WITH SPECS INDICATED INTHIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDEDBY THE JURISDICTION WHERE PERMIT IS APPLIED TO.

17. (A) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THISENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D.

(B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASEAND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASEDON THIS P.A.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THECONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY ATSITE IS THE CONTRACTOR'S RESPONSIBILITY.

(C) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IFMODIFIED.

(D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDAREGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THEENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BERESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OFRECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FORREVIEW.

(E) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL ANDSIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THATPREPARED IT.

18. VENTILATORS MANUFACTURER'S LABEL SHALL BE PLACED ON A READILYAND VISIBLE LOCATION AT PRODUCT.ONE LABEL SHALL BE PLACED FOR EVERY VENTILATOR.LABEL SHALL READ AS FOLLOWS:AMERICAN COOLAIRJACKSONVILLE, FLORIDAMIAMI-DADE COUNTY PRODUCT CONTROL APPROVED.

THIS DRAWING SHALL ONLY BE USED TO

OBTAIN PERMITS IN THE STATE OF FLORIDA

FLORIDA BUILDING CODE (High Velocity Hurricane Zone)

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IIEV.NOI - I ... � I IIEY.No I - I ... � DRAWING No

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1/4" S1IlL POP RMJ 1/4" x 1-1/4" 0.D. FlAT WA5HER,

ZINC Pl.ATED (16 REQ'D)

#14 x 5/8" PHIWPS PAN HOO SHEET METN. SCREW ZINC PlATED

(16 REQ'D)

ANCHORS (32) REQ'D., Max. 0 5 1/4" o.c.

(SEE SHEET 4 FOR ANCHORS TYPE & SEE SHEET 11 FOR ANCHORS lAYOUT)

EXISTING ROOF STRUCTURE REQ'D.

(SEE SHEET 4) ISOMETRIC N.T.S

CILA DOWN BLAST (CAPPED) VENTILADOR UNIT SIZES SCHEDULE #1

UNIT MOTOR DRIVE 'A' 1

81

'c' 1

D1

SIZE lYPE lYPE

03-10 ALL DIRECT 18

03-10 ALL BELT 18"

12-15 ALL BELT 23" 12-15 BASE MOUNT DIRECT 23" 12-15 FACE MOUNT DIRECT 23 16-20 ALL BELT DIRECT 30"

24 ALL BELT 34" 30 ALL BELT 40

ROOF CAP (SHEET 5)

3

ROOF SKIRT (SHEET 7)

..-..+--------'B' DIA.-------_.__

5 r-------

SUPPORT BRACKET (SHEET 9)

7

GUARD BRACKET (SHEET 10) 6

SUPPORT BRACKET GUSSET (SHEET 9)

5

SUPPORT BRACKET (SHEET 9)

EXISTING ROOF STRUCTURE REQ'D.

(SEE SHEIT 4)

0

0

'A' SQ I.D. 4

INLET BASE (SHEET 8)

�ROOF CURB (SHEET 11)

ELEVATION N.T.S

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CR A TYPE VENTILATOR

FLORIDA BUILDING CODE (High Velocity Hurricane Zone)© 2020 TILTECO INC. CR_A TYPE ROOF MOUNTED CAPPED DRAWN BY:

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TILUT TESTING &: ENGINEERING COMPANY •

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(!JARQENS, R. 33166 Phone: {904}381-7527 . Fax: (904)387-3448 1 7 -1 33 Phone : (305)671-1530 . Fax : 305)871-1531

e-mail: tiltecoOool.com DRAWING No CA-0006719 lltY. NO DESCIIIPllON DESCllll'IICIII DAtt

WALTER A. TILLIT Jr., P.E. 1----..!...-l-�OLD:....:.:l5=-l:U�=:c...:..:+--,;�----+------I SHEET 2 OF 22 FLORIDA Lie. 44167 Pffl I CIIANliC

BILL OF MATERIALS

ITEM DESCRIPTION

CD ROOF CAP

0 ROOF BAND

0 ROOF SKIRT

0 INLET BASE

0 SUPPORT BRACKET

® SUPPORT BRACKETS GUSSET

0 GUARD BRACKET

® VIBRATION ISOLATOR

® 5/16" x 3/4" SELF TAPP SCREW

@ ROOF CURB

@ ROOF BRACKET

@ SUPPORT RAILS

@ MOTOR/BEARING PLATES

� SUPPORT GUSSET

@ 5/16" x 1 3/4" SELF TAPP SCREW

TOLERANCES UNLESS OTHERWISE NOTED OTO 9-31/32" - PLUS OR MINUS 1 / 16"10

11

TO 23-31 /32" - PLUS OR MINUS 1 /8"24" TO 47-31/32" - PLUS OR MINUS 3/16"48" TO 96" - PLUS OR MINUS 1 / 4"GREATER THAN 96" - PLUS OR MINUS 3/8"

MATERIAL

0.063" THK. 3003-0 ALUMINUM W / Fu = 16 ksi. & Fy = 6 ksi.

0.063" THK. 5052-H32 ALUMINUM

0.080" THK. 3003-0 ALUMINUM W/ Fu = 16 ksi. & Fy = 6 ksi.

0.080" THK. ASTM A653 GRADE 33 G90 GALVANIZED STEEL OR 3003-0 ALUMINUM

0.126" THK. ASTM A653 GRADE 33 G90 GALVANIZED STEEL



RUBBER WITH SLEEVE

ZINC PLATED






ZINC PLATED

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CR_A TYPE ROOF MOUNTED CAPPED POWER VENTILATOR HURRICANE RATED

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17-133

DRAWING No

SHEET 3 OF 22

CONTINUOUS 4 ..

INSTALLER TO SEAL AS REQUIRED {SEE NOTE 15/1)

21" MAX. CURB@

HEIGHT

ROOFING � 2" 2" (SEE NOTE 6/1) :;'

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EXISTING ROOF STRUCTURE REQ'D. POURED CONCRETE f'c = 3 k.s.i. MIN. STRUCTURAL ADEQUACY BY OTHERS. (SEE NOTE 7 /1)

EDGE OF SLAB IF APPLICABLE

8) 3/8"¢ LARGE DIAMETERTAPCON (LDT) ANCHORSMax. @ 5 1/4" o.c.

TO CONCRETE

CONTINUOUS 4 .. ROOFING :l 2,, 2,, •

INSTALLER TO SEAL AS REQUIRED {SEE NOTE 15/1)

21" MAX. CURB (1())

HEIGHT

CONTINUOUS ROOFING :l 4"

INSTALLER TO SEAL AS REQUIRED (SEE NOTE 15/1)

21" MAX. CURB@

HEIGHT

(SEE NOTE 6/1:.-1 .... ·······- _____ )

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MIN. 3/4" ¥-------t1----'oTHREADS LENGTH

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EXISTING ROOF STRUCTURE REQ'D. 1 /8" Min. THICK STEEL----� (ASTM A-500, A-653 OR A-36) STRUCTURAL ADEQUACY BY OTHERS (SEE NOTE 7 /1)

8) 1/4"0x3/4" TEK SCREWSMax. @ 5 1/4" o.c.

MIN. 3" PENETRATION

EXISTING ROOF STRUCTURE REQ'D. Min. (2) 2"x WOOD STRUCTURAL ADEQUACY BY OTHERS. (SEE NOTE 7 /1)

TO STEEL

(8) 3/8"0 LAG SCREWSMax. @ 5 1/4" o.c.

TO WOOD

INSTALLATION OF CURB TO INLET BASE & TO ROOF STRUCTURE 9:AJ..E: 1 I 4-" = r·

(SEE SHEET 11 FOR FASTENERS LAYOUT)

FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2020 TILTECO INC. CR_A TYPE ROOF MOUNTED CAPPED

POWER VENTILATOR HURRICANE RATED DRAWN BY:

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17-133DRAWING No

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UNIT 'A' '8'

SIZE

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12-15 20 1 2" -

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SECTION X-X

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© 2020 TILTECO INC. CR_A TYPE ROOF MOUNTED CAPPED DRAWN BY: POWER VENTILATOR HURRICANE RATED F.R.L

02/11/20 DATE / h LIE co INC. \@cMIERK'J.H1 . 3604 MAYFLOWER STREET

TIWT TESTING & ENGINEERING COMPANY •

00{ Q / r JACKSONVILLE, FLORIDA 32205 1----------4 8355 �;��)'e�!:,�· -�':N:IA(�_:1�133186 Phone: (904)381-7527. Fmc (904)387-3440

e-mail: tiltecoOaol.com CA-0006719

llY, 111 IDClll'IION DATE lllY, llo DDCOl'IIOII DAll

17-133

DRAWING No

WALTER A. TILLIT Jr., P.E. l----''---+....,,.,;:;:Ot.D�l;.;;;,.5-_,;.;;;124�°'=,-�17+-.;.___+-----+---i SHEET 6 OF 22 FLORIDA Uc. 44167

0 0

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UNIT 'A' 'B' 'c' 'D'

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16-20 35 1 2" 7 5 16" 31 3 16" 8 1 8"

24 41 3 4" 8 7 811

37 5 8" 9 1 16"

30 49 3 4 11 7 16" 43 5 16 10 1 16"


© 2020 TILTECO INC. CR_A TYPE ROOF MOUNTED CAPPED POWER VENTILATOR HURRICANE RATED

DRAWN BY: F.R.L

02/11/20 DATE

TIWT TESTING &: ENGINEERING COMPANY •

00< a,r JACKSONVILLE, FLORIDA 32205 ......_ ___ __. / h L I E c o •• c. \ @cNE.RK'Jl4' . 3604 MAYFLOWER STREET

6355 �i!,o�(355)'efl�1 �, .Vl�N�(=�1�1331 BI! Phone: (904)381-7527 . Fax: (904)387-3448 17-133

e-mail: tiltecaOaol.com CA-0006719 11£'1, NO DESCIIH'IION DATE ltEY. No DESCIIPl10N DATE DRAWING No

WALTER A. TILLIT Jr., P.E. l--�f---:-c:OI.D��15=--1:,;;2':-:-+,:��----=--1------+----I SHEa 7 OF 22 FLORIDA Uc. 441 67 PMT I CHANGC ,

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DRAWN BY: F.R.L

02/11/20 DATE L h LIE c o .• c. \ @cMlmCNit ,

3604 MAYFLOWER STREET

TILUT TESTING a: ENGINEERING COMPANY • oo a Ir JACKSONVILLE. FLORIDA 32205 1------

035!! �;�lh(J551's�1�, .Vl��(�l�l33166 P11one: (11114)381-7527 • Fax: (904}387-3448 e-mail: tiltecoOaol.com

CA-0006719

WALTER A. TILUT Jr., P.E. FLORIDA Lie. 44167

IEV. NO - DAlE

17-133

DRAWING No

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FLORIDA BUILDING CODE (High Velocity Hurricane Zone)© 2020 TILTECO INC.

CR_A TYPE ROOF MOUNTED CAPPED DRAWN BY: POWER VENTILATOR HURRICANE RATED F.R.L

I h L I E c o • N c. \ @cMIEll')N' . 3604 MAYFLOWER STREET

021��:r20 TILLIT TESTING & ENGINEERING COMPANY

• 00< air JACKSONVILI.E, FLORIDA 32205 1-------t

8355 N.W. 361'} S!,, Ste. 305, VIRGINIA !IAAl![NS, Fl. 33116 Phone: (II04)l81-7527 . Fa: (II04)l87-� 17-133Phone : ,305)871-lljJQ . Fax : (305)871-1531 e-mail: tiltecoOaol.com DRAWING No

CA-0006719 IIEV, NO - DATE IIEV. No ............ .,.TE WALTER 4. TILLIT Jr., P.E. 1 OU> 15-124 09 2 17 s

FLORIDA Uc. 44167 2 , SHEET 9 OF 22

I

0 I

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DRAWN BY: F.R.L

02/11/20 DATE / h LIE c o . "c:. \ @c&:M' , 3604 MAYFLOWER STREET

TILLIT TESTING &: ENGINEERING cot.tPANY •

OO< a Ir JACKSONVIUE, FlORIDA 32205 t------t

63S5 �n.3��fef�1m, .Vlr.c::N:IA(�l�/3188 Phone: {II04)381-7527 • Fax: (II04)387-3441 e-mail: tiltecoOool.com

CA-0006719 WALTER A. TIWT Jr., P.E.

FLORIDA Uc. 44167

IEY.111 DAlt

17-133

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FLORIDA BUILDING CODE (High Velocity Hurricane Zone) CR_A TYPE ROOF MOUNTED CAPPED


F.R.L

02/11/20 DATE / h L I E c o • N c. \ @cMl'ERICRl' . 3604 MAYFLOWER STREET

r,wr TESTING & ENGINEERING COMPANY •

OO< a Ir JACKSONVILl.E, FLORIDA 32205------1 6355 N.W. 36th. st,, Ste. 305, VIRGINIA GAI\DENS, Fl. 33166 P11one: (904)3111-7527 • FCDC (904)387-34411

Phone : (305)871-1530 • Fox : (305)1171-1:531 e-mail: tiltecoOool.com

CA-0006719WALTER A. TIU.IT Jr., P .E.

FLORIDA Uc. 44167

KV.Ill llY ... -

17-133DRAWING No

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DRAWN BY: F.R.L

02/11/20 DATE l h LIE c o INC.

\

@c�, , 3604 MAYFlOWER STREET TILLIT TESTING le ENGINEERING COMPANY 00{ a,r JACKSONVILLE, FLORIDA 32205 ___ _

8355 �:i,0

3�,�)e

r,�,�· .Vl�:IA(=�lil:53188 P11one: (904)381-7527 . Fa,c (904)387-34411

e-mail: tiltecoOool.com

CA-0006719 KY. NO l -PIION I DAtt I KY, No I - I Do\tt

WALTER A. TILLIT Jr., P.E. 1 I OU> 15-12, lmlmz/171 a I I FLORIDA Uc. 44167 2 l PAl!l I CIWIGC 11121111201 , I I

17-133

DRAWING No

SHEET 12 OF 22

0.096" 'A'

·1(typ.)

I 0 0 0

I0 0

0

i

0 I

0

0 0 0

0

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LAYOUT VIEW END VIEW

@ MOTOR/BEARING PLATES BELT DRIVE UNIT

SCALE: 3/16" = 1"

UNIT 'A' '

B'

SIZE

03-10 8 1/4" 8" 12-15 11 7/16" 9 9/16" 16-20 14 9/16" 10 9/16" 24 18 3/16" 12 1 /16" 30 23 3/16" 12 1 /16"

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UNIT 'A' '8'

SIZE

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©2020 TILTECO INC. CR_A TYPE ROOF MOUNTED CAPPED DRAWN BY: POWER VENTILATOR HURRICANE RATED F.R.L

L h LIE c o . N c. \ @c�, . 3604 MAYFLOWER STREET 021�;:r20

TIWT TESTING & ENGINEERING COMPANY •

00< air JACKSONVILLE, FLORIDA 32205 ___ _

6355 �:.,��87��1�· .Vlf':N�(=�1�13316& "'- (904)J81-7U7 • Fox: (904)387-3448 17-133

e-mail: tiftecaOaol.com DRAWING No CA-0006719 lllY. NO - Dllt lll'I. 11o - Dllt

WALTER A. TILLIT Jr., P.E. DI.D 111-124 08 02 17 a SHEET 13 0'" 22 FLORIDA Lie. 44167 r

5/16' I.D. NYLON INSERT NUT, 304 S.S.(2) REQ'D.

5/16' I.D. FlAT WOO, 304 S.S.(2) REQ'D.

3/8' LD. x 3/4' O.D. x 1/8' RUBBER WASHER(2) REQ'D.

#10 SELF DRlll SCREW, 304 S.S.(4) REQ'D.

1/4' I.D. NYLON INSERT NUT 304 S.S.(8) REQ'D.

1/4' I.D. FlAT WASHER 304 S.S.� .-· , ,,.(16) REQ'D. .,.,�Y�--

t/4'f x 3/4' HEX HEAD BOLT�(8) REQ'D.

4r-�

ANCHORS-,,�.--.... (32) REQ'D., Mox. 0 5 1/4' o.c.

(SEE SHEET 16 FOR ANCHORS lYPE &SEE SHEET 21 FOR ANCHORS lAYOUT)

EXISTING ROOF STRUCTURE REQ'O.

(SEE Sim 16)

U_CA UP BLAST {CAPPED) VENTILADOR UNIT SIZE SCHmUL£ f1

UNIT MOTOR DRWE 'A'

SIZE TYPE TYPE06-10 ALL BELT 18 23 12-15 ALL BELT 26 12-15 ALL DIRECT 26" 16-18 ALL BELT 30 20 ALL BELT 34 24 ALL BELT 34" 30 ALL BELT 40

1 3 (6) REQ'D. FOR 30 UNITS. (4) REQ'D. FOR THE REST OF UNITS

v-+----1-\r--\14 (8) REQ'D.

3/8' NYLON INSERT NUT, ZINC PlATED(8) REQ'D.

� (4) REQ'D. LOCATED AT INT£RIOR(4) REQ'D. LOCATED AT EXTERIOR

3/8' x 1 1/ 4' WELD BOLT, ZINC PlATID(8) REQ'D.

ISOMETRIC N.T.S

'8' ·c· ·o·

UPPER OUTER HOUSING (SHEET 17)

'E'

I

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ROOF (SHEET 19)

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\ \ \ \

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BOTIOM OUTER HOUSING (SHEET 18)

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Sr----r

CHASSIS SUPPORT (SHEET 20)

4

------'A' SQ. I.D.-------.

• • • • 0 • • • D

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BOTIOM HOUSING BASE ASSEMBLY (SHEET 20)

wI

x 0

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EXISTING ROOF STRUCTURE REQ'O.

(SEE fflT 16)

. ..-N

ELEVATION N.T.S


© 2020 TILTECO INC. U_CA TYPE ROOF MOUNTED CAPPED DRAWN BY: POWER VENTILATOR HURRICANE RATED F.R.L

/ h L IE c o • N c. \ @cNiERK'JN1 •

3604 MAYFLOWER STREET

021�AYr.20

TILLIT TESTING & ENGINEERING COMPANY •

OO< 01 r JACKSONVILLE. FLORIDA 3220s11355 N.W. 36th. St,, ste. 305, VIRGINIA GARDENS, Fl. 33166 Phone: (904)381-7527 • Fax: (904)J87-34411 17-133Phone : (:305)871-1530 . Fox : (305)871-1531

e-mail: tiltecoOool.com DRAWING No CA-0006719

IEY. NO _...... - Dt.1!

WALTER A. TILLIT Jr., P.E. �--+--=OLD:;...:,;la:....:;-124�==�::......+---+-------I SHEa 14 OF 22 f'LORIDA Lie. 441 67

BILL OF MATERIALS

ITEM DESCRIPTION MATERIAL

CD UPPER OUTER HOUSING 0.063" THK. 5052-H32 ALUMINUM

0 BOTTOM OUTER HOUSING 0.080" THK. 3003-0 ALUMINUM W / Fu = 16 ksi. & Fy= 6 ksi.

0 ROOF 0.063" THK. 3003-0 ALUMINUM W/ Fu = 16 ksi. & Fy= 6 ksi.

BOTTOM HOUSING BASE ASSEMBLY 0.071" THK. ASTM A653 GRADE 33 G90 GALVANIZED STEEL OR 3003-H14 ALUMINUM

® CHASSIS SUPPORT 0.063" THK. WALL PAINTED STEEL TUBING

® ROOF CURB 0.071" THK. ASTM A653 GRADE 33 G90 GALVANIZED STEEL

0 SUPPORT RAIL 0.126" THK. ASTM A653 GRADE 33 G90 GALVANIZED STEEL

® SUPPORT GUSSET 0.096" THK. ASTM A653 GRADE 33 G90 GALVANIZED STEEL

® MOTOR/BEARING PLATES 0.096" THK. ASTM A653 GRADE 33 G90 GALVANIZED STEEL

@) ROOF BRACKETS 0.096" THK. ASTM A653 GRADE 33 G90 GALVANIZED STEEL

@ GROMMET 2 3/8" O.D. x 1 1 /2'' 1.0. RUBBER

@ COMP DISC SUPPORT 0.125" THK. ASTM A653 GRADE 33 G90 GALVANIZED STEEL

@) VIBRATION ISOLATOR RUBBER WITH SLEEVE

@ 5/16" x 3/ 4" SELF TAPP SCREW ZINC PLATED

@ 5/16" x 1 3/4" SELF TAPP SCREW ZINC PLATED

TOLERANCES UNLESS OTHERWISE NOTED O TO 9-31/32" - PLUS OR MINUS 1 /16"

\\\1111 I iU 111111,1 ,,,,,, tR A. TIL ,,,,,,. 10" TO 23-31/32" - PLUS OR MINUS 1 /8" ,,, �<> ......... t.1;- ,�

FLORIDA BUILDING CODE (High Velocity Hurricane Zone) §��' .. ·· d"' ,:� ...:··. VA�

24" TO 47-31/32" - PLUS OR MINUS 3/16"48" TO 96" GREATER THAN 96

11

- PLUS OR MINUS 1 / f- PLUS OR MINUS 3/8"

:.:, . v·

ff . .:' No. 44 -*·; : *l �\ STATE

\ 0-'· ... ...:-lORI � �s .. ,� �, .......

MIAMI-DADE cor1%:0N AL 1/llJ II"

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DF /�>r� ,� .·· � . .. �\; .� }�\\\\\ .. P.E. SEAUSIGNATURE/DATE

© 2020 TILTECO INC. U_CA TYPE ROOF MOUNTED CAPPED DRAWN BY: POWER VENTILATOR HURRICANE RATED r.R.L

I hLIEC01Nc.\ 02/11/20 @c�{ . ""' "'""""" smw

DATE oo a Ir JACKSONVILLE. FLORIDA .32205 TILLIT TESTING & ENGINEERING COMPANY

6355 N.W. 3� S!)e sto. 30!!, VIRGINIA =ENS, R. 33166 Phone: (904)381-7!127 • Fmc (904)387-.)448 17-133Phone : 305 71-15JO • Fax : (30l5 71-1531 e-mail: tiltecaOaal.cam DRAWING No

CA-0006719 lllY.NO I - I 11411: l11£Y.11ol - 1 a..1t WALTER A. TILLIT Jr., P.E. I I OU> 15-124 IOB.102/171 • I I SHEET 15 OF 22 FLORIDA Lie. 4� 167 z I I I • I I

(9)

CONTINUOUS 4,,

4 BOTIOM HOUSINGBASE ASS EMBLY


21" MAX. CURB@ HEIGHT

ROOFING � 2" 2" (SEE NOTE 6/1)

: .�

................... ................

" ' � .4 ·. . 4

EXISTING ROOF STRUCTURE REQ'D. POURED CONCRETE f'c = 3 k.s.i. MIN. STRUCTURAL ADEQUACY BY OTHERS. (SEE NOTE 7 /1)

EDGE OF SLAB IF APPLICABLE

8) 3/8"0 LARGE DIAMETERTAPCON (LDT) ANCHORSMax. @ 5 1/4" o.c.

TO CONCRETE

CONTINUOUS __ ROOFING

\ 2"

4" 2"

BOTIOM HOUSING BASE ASSEMBLY



(9)

CONTINUOUS ROOFING �

4"

r-0 BOTIOM HOUSINGBASE ASSEMBLY



(SEE NOTE 6/1) .-\

__ ., _______ .... _____ ----

(SEE NOTE 6/1 ) _ __\ ____

�-�--�--=--�--�--....6==.=d�=r---g�-------�

EXISTING ROOF STRUCTURE REQ'D. 1/8" Min. THICK STEEL----� (ASTM A-500, A-653 OR A-36) STRUCTURAL ADEQUACY BY OTHERS (SEE NOTE 7 /1)

8) 1/4"0x3/4" TEK SCREWSMax. @ 5 1 /4" o.c.

MIN. 3" PENETRATION

EXISTING ROOF STRUCTURE REQ'D. Min. (2) 2"x WOOD STRUCTURAL ADEQUACY BY OTHERS. (SEE NOTE 7 /1)

TO STEEL

(8) 3/8"0 LAG SCREWSMax. @ 5 1 /4" o.c.

TO WOOD

INSTALLATION OF CURB TO BOTTOM HOUSING BASE ASSEMBLY & TO ROOF STRUCTURE s:'PLf: 1 I 4" = r·

(SEE SHEET 21 FOR FASTENERS LAYOUT)


© 2020 TILTECO INC. U_CA TYPE ROOF MOUNTED CAPPED


F.R.L

02/11/20 DATE I h LIE c O I NC. \ @cNIED' I 3604 MAmOWER STREET


00( Qf r JACKSONVILLE. FLORIDA 32205 t-----l

5355 �i,�i,;��ilf}!:,;gg• -�N:IA(=,�1�133186 Phone: (904)381-7527 • Fax: (904)387-3441

It¥. NO Do\Tt

17-133DRAWING No e-mail: tiltecoOaol.com

CA-0006719 WALTER A. TILUT Jr., P.E.

FLORIDA Lie. 44167 t-'-----f----ou,;;;.........ts-..... ,24 ___ Foa"'-'-/o""-z/i�7 ---,'--+----+---I SHEET 16 OF 22 '

------�

i i

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G) UPPER OUTER HOUSING

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06-10

12-15

16-18

20-24

30

��=====--,B-,=====:Ji �

SECTION x-x



U_CA TYPE ROOF MOUNTED CAPPED


f.R.L

02/11/20 DATE I hL IE c O INC. \@c�, ' 3604 MAmOWER STREET

TILUT TESTING &: ENGINEERING COMPANY •

00< a,r JACKSONVlu.E, FLORIDA 32205 1----............., 8355 N.W. 361h. S!., sto. 305, VIRGINIA GNll)ENS, R. 33166 Phone: (904)381-7S27 . F""' (904)387-3448 Phono : (305)871-1530 . Fax : (;505)871-1531

e-mail: tiltecoOaol.com

CA-0006719 WALTER A. TILLIT Jr., P.E.

FLORIDA Uc. 44167

11£\1.111 11[\1.llo -

17-133DRAWING No

-------------, ! j

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SCALE: 1 /8 = 1 ,,,''�r..R A. T!L�'11,,1

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SIZE

06-10 23 3/f 8" 12-15 29 1/16" 10 1/16" 16-18 35 1 /8" 11 1/1611

20-24 43 1/8" 13 5/8" 30 51" 13 3/8"

FLORIDA BUILDING CODE (High Velocity Hurricane Zone) © 2020 TILT£CO INC. U_CA TYPE ROOF MOUNTED CAPPED


F.R.L

02/11/20

DATE I hLIEco INC, "@c�t , 360-4-MAmOWERSTREET

TILLIT TESTING ac ENGINEERING COMPANY • oo a, r JACKSONVILLE. FLORIDA 32205 ------I

6355 �;:;.,�,�f�1�, -��(=Ef,�1�13311!& - (904)381-7527, Fax: (904)387-3448


WALTER A. TILUT Jr., P.E. FLORIDA Uc. 44167

IIE'I ... -

17-133

DRAWING No

UNIT 'A'

SIZE

06-10 18 1/2" 12-15 21 25/32" 16-20 26 23/32" 20-24 30 27 /32" 30 39 1 /8"

'8'

11 3/4" 13 1/16" 16 27 /32" 17 1/2" 18 3/8"

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0

TOP VIEW

's'--------r 14"

0

SIDE VIEW


© 2020 TILTECO INC. U_CA TYPE ROOF MOUNTED CAPPED POWER VENTILATOR HURRICANE RATED

DRAWN BY: F.R.L

02/11/20 DATE I h L IE c O IN c. � @c#Wllr}M' ' 3604 MAmOWER STREET


OO< a, r JACKSONVILLE. FLORIDA 32205 ___ ___ 6355 � ��-J��l�'

0Vlf:N:IA(=ff,S.'.1�j133186 Phone: (904)381-7S27 • Foe (904)387-3448

e-mail: tiltecoOaal.comCA-0006719 IEV. NO Daalll'l10II DlTE IEV. No DESClll'IIDII DATE

WALTER A. TILLIT Jr .• P.E. Ill.II 1s-1:u 02 17 � FLORIDA Lie. 44167 2

17-133

DRAWING No

SHEET 19 OF 22

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0

0

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11

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0

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@ BOTTOM HOUSING BASE ASSEMBLYSCALE: 1 /8" - 1"

UNIT 'A1

SIZE

06-10 18" 12-15 26" 16-18 30" 20-24 34" 30 40"

0

5" x 3 " x 0.187" THK. x 5" LONG r------ ---�

0

BOTIOM STEEL SUPPORT ANGLE W / HALF CIRCLE CUT (1.59" O.D.)

1 1 /2"¢ x 0.063" THK. WALL STEEL TUBING

5.875" x 2.5 " x 0.140" THK. �- PLATE W/ 1.59" O.D. HOLE.

00

0 0

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TOP VIEW SIDE VIEW

@) CHASSIS SUPPORTSCALE: 3/16" = 1"

UNIT

SIZE

6-1012-1516-18202430


'A'

6 5/8" g" 10 1/f 10 1 I 4" 14 7/8" 18 3/16"


U_CA TYPE ROOF MOUNTED CAPPED DRAWN BY:

/ h L I E c o • N c. \ @cNIRK'JN' . 3604 MAYFLOWER STREET 021�

A%20

TILUT TESTING & ENGINEERING COMPANY •

00< a,r JACKSONVILLE, FLORIDA 322051------1 6355 N.W. 3611), St., Ste. 305, VIRGINIA GN\DENS, Fl. 33166 - (904)381-7527 • Fax: (904)387-34411 1 7 -1 33 Phone : 130!5)871-1530 • Fax : (305)871-1531

POWER VENTILATOR HURRICANE RATED F.R.L

e-mail: tiltecoOaol.com DRAWING No CA-0006719 IIEY. IID DDCIIPl10N DESCIIPllON DA1t

WALTER A. TILLIT Jr., P.E. t--'-' -+-

....;;;DLD::;...;.;..15-.;.;;.12'�

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-----+---i SHEO FLORIDA Uc. 44167 2 , 20 OF 22

UNITS 'A' SQ.

06-10 17 1/2" 12-15 25 1 /2" 16-20 29 1 /2" 24 33 1/2" 30 39 1 /2"

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0.071" THICK (lYP.)

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MITTERED WELDING (lYP.)

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(TYP.) (TYP.)

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TOP VIEW SIDE VIEW

@ ROOF CURBSCALE: 3/32" = 1"


© 2020 TILTECO INC. U CA TYPE ROOF MOUNTED CAPPED POWER VENTILATOR HURRICANE RATED

DRAWN BY: f.R.L

02/11/20 DATE

I h L I E c o • Nc. \ @cAIIERlrRl, . 3604 MAYFLOWER STREET TILLIT TESTING & ENGINEERING COMPANY

• 00< atr JACKSONVILLE. FLORIDA 32205 1-------1

8355 N.W. 36th, S!,. Ste. 305. VIRGINIA(

GAR.DENS. Fl. 33186 - (904)381-7m • Fax: (904)387-3448 Phone : (305)871-1530 • Fax : 305)871-1531


WALTER I>.. TILLIT Jr., P.E. FLORIDA Uc. 44167

lllY. NO DATE

17-133DRAWING No

1 .596"

lJ --------'A'---------,

UNIT

SIZE

06-1012-1516-20

24

C> C> C>

C> C> C>

C> C> C>

LAYOUT VIEW

'A'

10 1 /2" 14 3/8" 17 1/2" 21 3/8"

(J) SUPPORT

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END VIEW

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30 26 3/8" --------'A'--------

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-----ir--0. 09 6" (TYP.)

C)

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I 0

I 3.81 o"--l

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1.596"


@ SUPPORT GUSSITSCALE: 3/8" = 1"

UNIT 'A' '

B'

SIZE

06-20 3 15/16" 3 7/f 24-30 8 3/8" 8 5/16"

.625"

LAYOUT VIEW 0.125" (TYP.)

UNIT

SIZE

SCALE: 3/16" = 1"

'A' '8'

�[·�, ------J 06-10 8 12-1516-20240

END VIEW

(@) ROOF BRACKETS

UNIT

SIZE

06-1012-18

SCALE: 3/8" = 1"

'A' 'B'


30


U_CA TYPE ROOF MOUNTED CAPPED DRAWN BY: POWER VENTILATOR HURRICANE RATED F.R.L

/ h L I E c o • N c. \ @cNERrJH' . 3604 MAYFLOWER SlREET 021;A%20

TILLIT TESTING &: ENGINEERING COMPANY •

OO< a Ir JACKSONVILLE, FLORIDA 32205 83e5 N.W. 36111. st., Ste. 305, VIRGINIA GAI\OENS, Fl. 33168 Phone: (904)381-7527 . Fax: (904)387-34411 1 7 -1 33 Phom : (30:l)871-1530 • Fax : (305)871-1531

e-mail: tiltecoOaol.com DRAWING No CA-0006719 IEY. NO - Dt!ICIPllGN IIA1E

WALTER A. TILUT Jr •• P.E. 1---,!-4-,:!DID::::..:1.::.:...:.!-1==-24 -!==c..:..:+--=----t---+---1 SHEET 22 OF 22 FLORIDA Lie. 44167

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