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CC-09-1198 fi Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 138601 Permit Number: CC -7 -09 -1198 Scheduled Inspection Date: March 23, 2010 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Final Building Owner: , BARRY UNIVERSITY Work Classification: New Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360000050 Project: <NONE> Contractor: TGSV ENTERPRISES INC Phone: (305)323 -5755 Building Department Comments NEW SOCCER ENTRANCE GATE AND TICKET ROOTH AT SOCCER FIELD Inspector Comments Passed jz ' Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 22, 2010 For Inspections please call: (305)762 -4949 Page 11 of 11 M.A. SUAREZ & ASSOCIATES, INC. 4869 SW 75th Avenue Miami, FL 33155 Tel: 305.260.0363 Fax: 305.260.0364 e -mail: mas_eng @bellsouth.net March 16", 2010 Miami Shores Village Building Department 10050 N.E. 2 nd Avenue Miami Shores, FL 33138 Re: Barry University 11300 NE 2n Ave Miami Shores, FL 33161 Permit #: CC -7 -09 -01198 Gentlemen: We inspected the reinforced masonry per FBC2218.2 and found all work to be in accordance to approved plans and the Florida Building Code. Should you require additional information regarding this matter please feel free to contact the undersigned. Sincerely, M. A. Suarez, & Associates, Inc. By: o'A: , P. E. 25414 M.A. SUAREZ & ASSOCIATES, INC. 4869 SW 75th Avenue Miami, FL 33155 Tel: 305.260.0363 Fax: 305.260.0364 e -mail: mas_eng ®bellsouth.net March 10 2010 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Re: Barry University 11300 NE 2 Ave Miami Shores, FL 33161 Permit #: CC -7 -09 -01198 Dear Building Official, I Mario A. Suarez, P.E., having performed and approved the required inspections, hereby attest that to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest to the best of my knowledge, belief and professional judgment, the approved plans represent the as -built condition of the structural and envelope component of the said structure. This document is being prepared in accordance with section The Florida Building Code and is being submitted to the Miami Shores Village Building Department at the time of the final inspection for the above referenced - structure. Should you require additional information regarding this matter, please feel free to contact the undersigned. i Sincerely, M. A. Suarez & Associates, Inc. By. O.E. 25414 S M.A. SUAREZ & ASSOCIATES, INC. 4869 SW 75th Avenue Miami, FL 33155 Tel: 305.260.0363 Fax: 305.260.0364 e -mail: mas_eng @belisouth.net March 16", 2010 Miami Shores Village Building Department 10050 N.E. 2 nd Avenue Miami Shores, FL 33138 Re: Barry University 11300 NE 2 nd Ave Miami Shores, FL 33161 Permit #: CC -7 -09 -01198 Gentlemen: We inspected the reinforced masonry per FBC2218.2 and found all work to be in accordance to approved plans and the Florida Building Code. Should you require additional information regarding this matter please feel free to contact the undersigned. Sincerely, M. A. Suarez Fes; Associates, Inc. l J By M z .25414 T q � Certificate of Completion Miami Shores Village k 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305 -756 -8972 p Building Inspection Department �i ' This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure k* was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: ti , �• 4 " d � : c II a Permit Type Commercial Construction Bldg. Permit No. CC -7 -09 -1198 s Owner BARRY UNIVERSITY Contractor TGSV ENTERPRISES INC k 5 Subdivision /Project <NONE> Date Issued 03/23/2010 uF I � $ Construction Type SOCCER ENTRANCE Occupancy Load I � s•: s e 11300 2 Avenue 5 Miami Shores FL 33138 -0000 L ocation ut. r Building Is ApFroval Norman ru n, Not Transferable `` 4 POST IN A CONSPICUOUS PLACE I `s N r. s / l s Miami Shores Village s . I 9 10050 N.E. 2nd Avenue Miami r F 33138-0000 . . Shores, L � Phone* � (305)795 -2204 g. Expiration: 09104/2010 Project Address Parcel Number Applicant 11300 2 Avenue 1121360000050 BARRY UNIVERSITY INC Miami Shores, FL 33138 -0000 Block: Lot: Owner Information Address Pho C ell BARRY UNIVERSITY INC 11300 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) Phone Cell Phone Valuation: $ 3 ,000.00 TGSV ENT ERPRISES INC (305)323 -5755 Total Sq Feet: 16 Approved: For Inspections please call: Comments: (305)762 -4949 Date Approved:: Available Inspections: Date Denied: Inspection Type: Type of Construction: Other Additional Info: IRON ORNAMENTAL GATE Final Classification: Commercial Foundation Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $ 1.80 FW -3 -10 -37221 Education Surcharge $0.60 Permit Fee - Wire & Wood $100.00 $173.80 $173.80 $0.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $9.00 Technology Fee $2.40 Total: $173.80 Building Department Copy March 09, 2010 2 Miami Shores Village 1 1' 7 FEB 2 5 2010 Building Department B • • o sas�esmo ®-® •�swsor s >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit N o. ` u J 10�� PERMIT APPLICATION master Permit No. — 0C-"7 — — e!9 8 FBC 2004 Permit Type (circle): Building Roofing 1/ Owner's Name (Fee Simple Titleholder) / f V �- r S Phone # Owner's Address l �► Y dresss f,, i nc V Cr / ,, City 1 y" I < n 1 JY) 64 tate f Zip - SS) u I _' LPU Tenant/Lessee Name Phone # Job Address (where the work is being done) r M City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # I 1 (-0 O(D CXDD J Q Is Building Historically Designated YES NO - 41 , 00�V111-Q Contractor's Company Name 155 V t Q� `°f Phone # L / �� Contractor's Address , l ° City Q State I Q✓ 1 Zip I Qualifier Name a 0 Phone # � ° � t State Certificate or Registration No. Q1 L0 iS 5 Certificate of Competency No. Architect/Engineer's Name (if applicable) . B m co" M 1 i Phone # (30S) 0 2-40U B Value of Work For this P I ° Square / Linear Footage Of Work: l LI � "ai Type of Work ❑Alteration X New ❑ Repair/Replace ❑ Demolition Describe Work: euj Su e $ Permit Fee $ 0 CCF $ CO /CC Notary $ Training/Education Fee $ i Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ a, a+ Total Fee Now Du% See Reverse side Bonding Company's Name (if applicable) 1�► Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) PT Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 Signature Owner or Agent Contractor 'gy The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this P day of , 20 _, by day of 20 by who is personally known to me or who has produced who is personally known to m or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: - — I -Q..i 0 1 Sign: ,.T " t0 Eml Print: ptpine (� — My Commission Expires: o Fires: N1 2-010 APPLICATION APPROVED BY: .-q -fa Plans Examiner Engineer Zoning (Revised 07/10/07) 3 os2sse� , � oa -��a3 1� a�a aaao 14 �j� NQC- oo t 4ev.6 It I JUL 9` g Miami Shores Villa e 1 7 2009 a Building Department BY:- - - - -- --- - - -- -- Qd I >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. K PERMIT APPLICATION Master Permit No. FBC 2004 .n-e Lope _ Permit Type (circle): Buildin Roofmg -- - 1 6 0 _ q'Z -?> °5, q C) Owner's Name (Fee Simple Titleholder) Bb 0'4 1 ` Phone # 3Q5 M 3 t 9 l Owner's Address 1 S ;�M AF, 2, 141D 4WFAOIE— C State 24 ®,6 Zip j (� Tenant/Lessee Name !A® Phone # �® Job Address (where the work is being done) 11300 A) E n d . A v e City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name - T G 5 V Eo -4 -erp r i G :T vw Phone # _ 3 057 - 301 5 7 5 Contractor's Address I j ) W e 5 t G -f r -e f City F G u I a State FL,., Zip S 3 U 1 L/ Qualifier Name c� o� y r to r Phone # 3 U .S - J Z 3 57 5 5 State Certificate or Ro ' 'on No. C Ch C_ n I Certificate of Competency No. ArchitecttEngineer's Name (if applicable) E. Fa C G, 4 1n 0" Phone # 30 ° �6 ( ° Z 66 Value of Work For this Permit $ �A Square Footage Oi Wprk: *' F- of Work: Addition ❑ Type ❑ ❑Alteration 1*�3+ . c,, ,, ++ . Demolition .:Describe Work k'4' P�_ QUL 17 Submittal Fee S Permit Fee � reyj CCF $ 4 00 CO /CC Notary $ Training/Education Fee $ I Technology Fee $ Scanning $ Radon $ •�o DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ IM Total Fee Now Due $ " D. (0Q See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 0b — Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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, t be proved and a reinspection fee will be charged Sign ff &aN r t' Signature � `'y Owner or Agent Contractor The foregoing instrument was acknowledged before me this JJ The foregoing instrument was acknowledged before me this day of A w1,1 20 G' `e , by . Y�cs ,�a wco r N day of 20 by who is personally known to me or who has produced who is p nally own to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ,o � --' .y y� LINDA S. MITTS � s �ry Public • State of FlorMa3 si 6 z� — Print:, �1, Commisetoo # DO 883031 Print:abPA My Commission Expires: & My ommission E s • :'�' COMMISSION it u0 � E XPIRES: June 14 �" APPLICATION APPROVED BY: ,� +�� Ixl�d % Sf Yawl Plans Examiner s Engineer Zoning Wavised 07/10/07) 10050 NE 2nd Ave Miami Shores, FI 3313 Phone 305.795.2204; Fax 305.762 -5253 WWW.mlamishoresvlllage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. State License B. Occupational License C. Liability Insurance Certificate D. Workers Compensation Insurance or Exemption ********** INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWIN Miami Shores Village 10050 NE 2 AVE Miami Shores,. FI 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE ��+ �nr�rarrrxr* rr �ee***** �r** �, rr�; rr��***, a�x** �* �r * * *rrw� *�rt�t�r�,�trr�rre Business Name: — F& , V n i- g s Business Address: `=° S+ Isis? 0 20 Business Telephone: 3 S Fax Number• ( t Qualifier Name: r� r a> 4 ; t- t Y F as oaa pq 0 ✓ as i i 4 '�i s • A { Y { w3;.y� > 1 y sE ls� C s" w 3 , k 3''" _.,`�; ."+�` e" g +�l^ f1 : 'a.. t�'3 ��# dF�4� 4 J�� n • 1 °Yat_'.$ �.e� 'YE � 'l,t t .> � .'fie' tS '571 � 1 t .,,,. F ve �.F — Pr � 4rOw r 3 �+ _ `"""y v . Ic r P SZ�4�( 1 �r y ��: 4 ~�>�_ � �I� � , y t� �" '#f- -• n l '�._ sue,... s k';7 3r. y + «: , "^ - - +�,. - �'-- es. Q 's ` ju � 7 .r jj > -;. j ?F_ $'�...A + ;� t x Y S P.°r ."" `4,�t•+ ( +" "ja' o3:S u ". ?��a.�°I � �•'��uxP;. °�,"'�r•I � - ° �• % k`'+�� J �.>�S ,` �.€ - �.Fd '` ,�'�i��-.�I.��,� "I ,' Mao itdr�''a� �_a�'.r�� & �� -�r1 � {�;°�' \9;;€:, f'I� I+'•�T"r t° a y I, ' >., ro"'"..,,r. ",rx P,.'6 ,a{, ..vr ;ar -, ,I ' h,I , aid I.1 .`- . t ' V c'} �` " {} �t O 11 7, f a e �P t F t 7 a J t a� *t I I . " �. •I ^ FI , I., at a �; J- :r_Ak - RI 4m 'v::� ..,J 4,„. /� 'q�. -°^• .�z. ( �"``�.� ��,;�"�J`�"�i ,�"�.4�C, a � : °o"".n� � r �" �. i y � " �-...� `� �I a n a t'r��, 1 SA'2N. '&' @. aG .i `'"' Ld "�.. `�`SV"� y c u i cJ� y'U'{ ti�it, bJ••�I'� E, 3 . f .��.�r�'"?.",� €� •^�9'�f�q��a"""1 r^ *y`" ^"� f"" .•.^ � .�. :r" a �yn xte�k r '4.a � a 3a:, i `r. ,�� Fl. s U.S. PO$TAC�E� T IS S�dOT A BI 1 QO NQT PAY j 542327 5 �a + 'rxv D ery �x .� Pik .`' � �:, �>� � RENHtIAL .. , 5663'02 7 33014 HI�C�l�i MTN 0 � � v IM VA DO, NOT FORWARD R T.'.fHE TGSU ENTERPRISES INC PT JESUS M GOMEZ PRES 1301 W 68 ST s`wFlCA HIALEAH FL 33014 aco RL l L CERTIFICATE OF LIABILITY INSURANCE T S - °A�("""A'D°"m TGSVE -1 07Z17 09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Brown & Brown of Florida, Inc . ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 5900 N. Andrews Ave. #300 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR P.O. Box 5727 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Ft. Lauderdale FL 33310 -5727 Phone:954- 776 -2222 Fax:954- 776 -4446 INSURERS AFFORDING COVERAGE NAIC III INSURED INSURER A: Amerisure Mutual Ins. Co. 23396 INSURER B: North River Insurance Company 21105 TGSV Enterprises, In Attn: Gin Tatum INSURER C: Ai. Insurance Company 194$$ ger 1301 West 68th Street INSURER D: Hialeah FL 33014 INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1N*K AU LTR INS U TYPE OF INSURANCE POLICY NUMBER DATE MMtDD DATE MM/D LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIALGENERALLIABIUTY 2057544 10/16/08 10/16/09 PREMISEES E.oaotnrroe $ 300,000 CLAIMS MADE a OCCUR MED EXP (Any one person) $10,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE s2,000,000 GEML AGGREGATE LIMIT APPLIES PER. PRODUCTS - COMP/OP AGG s2,000,000 POLICY X PR JECT LOC AUTOMOBILE LIABILITY COMBINED A X ANY AUTO 2057543 10/16/08 10/16/09 (E8 accident) ANGLE LIMIT $1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON -OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSNMBRELLA LIABILITY EACH OCCURRENCE s B X7 OCCUR F1 CLAIMSMADE 5530916907 10/16/08 10/16/09 AGGREGATE $8,000,000 DEDUCTIBLE $ RETENTION $ 0 $ WORKERS COMPENSATION AND X TORY LIMITS ER C EMPLOYERS' LIABILITY WC2059360 01/12/09 01/12/10 E.L. EACH ACCIDENT $1,000,000 ANY PROPRIETORIPARTNERIEXECUTIVE OFFICERIMEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $1,000,000 If yes, desalt under SPECIAL PROVISIONS below E.L. DISEASE - POUCY UMIT $ 1 , 000 , 000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS *10 days notice of cancellation applies for non - payment of premium. CERTIFICATE HOLDER CANCELLATION MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30* DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Miami Shores Village 10050 NE 2nd Avenue IMPOSE NO,OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, 1113 AGENTS OR Miami Shores FL 33138 REPRESENTATIVES. AUTHO RES TIVE ACORD 25 (2001108) © ACORD CORPORATION 1988 4 I IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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 endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 26 (2001108) i ♦ S ORE,r 1�C• 193Z � j :.�. a ...M Mi*1 Shores Village L�� B ilding Department AL ; A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 i Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: f ��1� DATE: I ✓ o r ms's. �. Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: �?.[ From the building department on this date in order to have corrc ctions done to plans And/or get County stamps. I under tand that the plans need to brought back to Miami Shores Village Building DeA ent to continue permitting process. j Acknowledgeny: PERMIT CLERK INITIAL• RESUBMITTED DATE: a PERMIT CLERK INITIAL: I 3 09/15/2009 12:09 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES IM001 T% REPORT* TRANSMISSION OA TX /R% NO 4041 RECIPIENT ADDRESS 93055589020 DESTINATION ID ST. TIME 09/15 12:08 TIME USE 01'17 PAGES SENT 1 RESULT OK Miami Shores Village Building epartment 10030 N.E.2nd Avenue Miami Shores. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Into. .fob lame RhU4fiffNG T1 T Miami Shores Village e Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel; (305) 795.2204 Fax: (305) 756.8972 Job Name G CRITIQUE SHEET d e- u�`r & E! V l e i, W e SMAC4-ura PP Plann"ing and Zonling Cr"teria Miami Shores Village Permit MO. CC-7-09-1198 10050 N.E. 2nd Avenue . air ......... ..... ............... Miami Shores, FL 33138-= ............... ...... :*.1.1 .. .... Xl� ........... Phone: (305)795-2204 Fax: (305)756-8972 ...... ..... ... Issue Date: Not Issued Expires:Not Issued Folio Number) 121360000050 Owners Name: BARRY UNIVERSITY Owner's Phone: Job Address: 113002Avenue Total Square Feet: 100 Miami Shores, FL 33138-0000 Total Job Valuation: $80,000.00 ..... - — ----- - «,,..., ... . ..... - - -- - --------- - - Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: No Date Denied: 7124/2009 Comments: PROVIDE A SITE PLAN IDENTIFYING WHERE ON THE SITE THE BUILDING IS TO BE LOCATED RELATIVE TO PLOT LINES AND STREETS Planning and ZonMg Crifteriia Miami Shores Village Permit NO. CC-7-09-1198 10050 N.E. 2nd Avenue fj ft .. ...... ........ . ........ awa ......... ........ ............. Miami Shores, FL 33138-= ............ . . . . . . . . . . . . . . .................... Phone: (305)795-2204 Fax: (305)756-8972 - 4� ... ...... ...... Issue Date: Not Issued Expires:Not Issued Folio Number) 121360000050 Owner's Name: BARRY UNIVERSITY Owner's Phone: Job Address: 113002Avenue Total Square Feet: 100 Miami Shores, FL 33138 - 0000 Total Job Valuation: $80,000.00 ....... . ........ . .......... . .... .................. ........ «. .. . ............ . .... . . ............................. . .... ............. . . .................. Contractor(s) Phone Primary Contractor . . . . . . . . . . . . . . . Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/4/2009: Yes Comments: PROVIDE A SITE PLAN IDENTIFYING WHERE ON THE SITE THE BUILDING IS TO BE LOCATED RELATIVE TO PLOT LINES AND STREETS 9/4/09 NEW PLAN OK •; t 4 7 y.5 �; i Miami Shores wilding Department �. 10050 -NE 2 Ave, Miami Shores, FI 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; C C�q i1 Y� DATE: ontractor • Owner • Architect ce up •2 sets o plans d (other) � ra � S Address: 5C� L� From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: w C Physical Plant BARRY 11300 NE 2nd Avenue SEP 0 8 2009 UNIVERSITY Miami Shores, FL 33161 voice 305 -899 -3785 BY - ------------ -- - - - - -- fax 305 - 899 -3794 Division of Business and Finance July 21, 2009 Miami Shores Village Building Department 10050 N.E. 2 nd Avenue Miami Shores, FL 33138 RE: Soccer Entrance Gate Project To whom it may concern; This letter is to serve as authorization for TGSV Enterprises Inc. to request for permit on behalf of Barry University for the project referenced above. If you have any question, please do not hesitate to contact me. g yo d advance, f A ex acNamara Director of Facilities Barry University 305.986.5001 - mobile Miami Shores Village 10050 N.E. 2nd Avenue�� Miami Shores, FL 33138 -0000 4 Phone: (305)795 -2204 k Expiration: 061071201 Project Address Parcel Number Applicant 11300 2 Avenue 1121360000050 Miami Shores, FL 33138 -0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) Phone Cell Phone Valuation: $ 8 0,000.00 TGSV ENTERPRISES INC (305)323 -5755 _ ..... Total Sq Feet: 100 eF. Approved: Yes For Inspections please call: Comments: PROVIDE A SITE PLAN IDENTIFYING WHERE ON THE SITE THE BUILDING IS TO BE LOCATED (305)762 -4949 Date Approved: 9/4/2009: Yes Available Inspections: Date Denied: 7/24/2009 Inspection Type: Type of Construction: SOCCER ENTRANCE Occupancy Load: Final Building Stories: Exterior: Second Floor Slab Front Setback: Rear Setback: Second Floor Tie Bond Beam Left Setback: Right Setback: Final PE Certification Plans Submitted: Certification Status: Shutter Final Certification Date: Additional Info: Tie Beam Bond Beam Bond Return: Classification: Commercial Window Door Attachment Slab Termite Letter Fees Due Amount Invoice # Total Amt Paid Amt Due Framing CCF $48.00 CC-7 -09 -35412 $ 2,667.00 $ 50 00 Insulation DBPR Surcharge $0.50 ' Floor Trusses Education Surcharge $16.00 CC-7 -09 -35412 $ 2,667.00 $ 2,667.00 $ 0,00 Drywall Screw Permit Fee - AdditionstAlterations $2,400.00 Check #: 3434 Trusses Plan Submittal Permit Technology Fee $0.00 Roof Sheathing Plan Review Fee (Engineer) $0.00 Spot Survey Plan Review Fee (Engineer) $60.00 Wall Sheathing Plan Review Fee (Engineer) $60.00 Footer Column Pads Radon Surcharge $0.50 Rake Beam Scanning Fee $18.00 Window and Door Buck Submittal Fee $50.00 Roof Trusses Submittal Reversal Fee ($50.00) Density Technology Fee $64.0 Fill Cells Columns Total: $2,667.00 Wire Lathe Stem Wall Footer F. Elevation Certificate NOC Building Department Copy December 15, 2009 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 2204 a � r g j 1� d 3iv.'k'fnfi' r Expiration: 06107/2010 Project Address Pa rcel Number Applicant 11300 2 Avenue 1121360000050 Miami Shores, FL 33138 -0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) Phone Cell Phone Valuation: $ 8 0, 0 00.00 TGSV ENTERPRISES INC (305)323 -5755 _ Total Sq Feet: 100 Approved: Yes For inspections please call: Comments: PROVIDE A SITE PLAN IDENTIFYING WHERE ON THE SITE THE BUILDING IS TO BE LOCATED (305)762 -4949 Date Approved: 9/4/2009: Yes Available Inspections: Date Denied: 7/24/2009 Inspection Type: Type of Construction: SOCCER ENTRANCE Occupancy Load: Final Building Stories: Exterior. Second Floor Slab Front Setback: Rear Setback: Second Floor Tie Bond Beam Left Setback: Right Setback: Final PE Certification Plans Submitted: Certification Status: Shutter Final Certification Date: Additional Info: Tie Beam Bond Beam Bond Return : Classification: Commercial Window Door Attachment Slab Termite Letter Fees Due Amount Invoice # Total Amt Paid Amt Due Framing CCF $48.00 CC-7- 09-35412 $ 2,667.00 $ 50 00 Insulation DBPR Surcharge $0.50 � Floor Trusses Education Surcharge $16 CC -7 -09-35412 $ 2,667.00 $ 2,667.00 $ 0.00 Drywall Screw Permit Fee - Additions/Alterations $2,400.00 Check #: 3434 Trusses Plan Submittal Permit Technology Fee $0.00 Roof Sheathing Plan Review Fee (Engineer) $0.00 Spot Survey Plan Review Fee (Engineer) $60.00 Wall Sheathing Plan Review Fee (Engineer) $60.00 Footer Column Pads Radon Surcharge $0.50 Rake Beam Scanning Fee $18.00 Window and Door Buck Submittal Fee $50.00 Roof Trusses Submittal Reversal Fee ($50.00) Density Technology Fee $64.00 Fill Cells Columns Total: $2,667.00 Wire Lathe Stem Wall Footer F. Elevation Certificate NOC 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 taws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. December 15, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date December 15, 2009 1 NOTICE OF COMMENCEMENT C N 20 0 9 RO B 9 A 128 ARE== COPYEWBEPOSTEDONTNE JWSFMATTMOFNWOMCTM OR Ek 27115 Ps 3776; (ips) RECORDED 12/15/2009 10:55:23 PEFIMIT NO. TAX FOLIO NO. HARVEY RUB' I N r CLERK OF COURT MIAMI -DADE COUNTfY FLORIDA STATE OF FLORIDA: LAST FACE COUNTY OF MIAMI -DAM THE UNDECiNED hereby gives notice that a provemerrts will be made to certain read ptperty, and in ==ftwe with Chapter 713, Florida Statutes, the fio Wing Irdw stbn Is powMed In this Notice of Commencerrient. 1. Legal description of pro and strewaddrew. 3G S2 41 38, $o A C H /r.. SW 1a o!: NE'14. LsS E40f -r I,AT S IZfc 199909[,AR rV Nu I I Srt' AA i a.n i : SA oo PL ?3 16 2.1019scriptionofimprovement: o f a Socaer Fn'frao%Ce Ga and 'Tic smmk► o n ISO NW 113 ST 3.Owner(s) name and address: 8a rr y C- o LLB 11300 NE a AVE )4 r pia t S H ortEs Fc. S Ito I —b6aa Interest In property: Name and address of fee simple titleholder: 4. Contractor's mime and address: TGSV Enterprises, Inc. 1301 West 68th Street, Hialeah, FL 330 5. Surety: (Payment bond required by owner from COntraGtor, if anWE OF FLORIDA. COUNTY O F ['BADE CO0 . Name and address' 1 HEREBY CERTIFY that this is ep copy of the �� «!sa��y�C Amount of bond g 6. Lender's name and address: I.�7TNESS my hard and Official Ssal. �`4eEco fr.f 7. Persons within the state of Florida designated by Owner upon whom notices dr other documents ma be served as provided by Section 713.13(1)07., Florida Statutes, Name and address: S. In addition to himself, Owners designates the following person(s) to reeve a copy of the Lienor's Notice as provided In Section 71&13(1)(b), Florid Statutes. Name and address: 9. Expiration date f this Notice of Commencement: Mw expiration date Is 1 year from the date of recording unless a dfffenent d } Signature of Owner Print Owner's Prepared by . x.. M . UPS Sworn to and subscribed before me this day of 20 e Address: 1 3bD u£.. Z e ua-- Notary Pubs : a f kG,�-e� F4 3311.1 Print Notary's ame a e6.�rl - �/L lai s `ti My commission expires: ear Notary public State of F IM M-0 PAM IM siP Chew' gawe Gerber 31 4 My commission DD520060 Expires 0510612010 Edward F. Cannon, AIA 5005 Collins Ave., # 1224 Miami Beach, Florida 33140 RESPONSE TO BUILDING CRITIQUE Date: November 19, 2009 y1 M 1 �� NOV 2 3 � .j To: David Ortiz 200 � Project Site Manager BY. . .. ®...... Waft..... Permit No.: 09 -1198 Job Name: Barry Ticket Re: Wind Load Certification Date: November 18, 2009 Request from Alex MacNamara for the VMS Distribution: The Project Site Manager will distribute this information to the Contractor for submission to the Village of Miami Shores Chief Building Official. Response to Building Critique: Item: 1. Provide architect's Certification of Wind Load Design Criteria Provided with Response to Building Critique dated October 27, 2009. - Reply: The Architect has conferred with a state licensed Structural -Engineer to perform the Wind Load Design Criteria provided with Building Critique noted above. Attached is a print out of the results as su rt to the Architect's certification. Architects Signature and Seal AR0013273 tC, End of Response to Building Critique l�r ON LEoEND: R evisions Z. +% t & a' fnffi nEtWami R J�iMa� Wmxm nv r O tlt tMT � ^ 'fay a y , l4W °ma. au y f n .sen•.xi�uraan x°4a.t N61LLCa0• t�f a ft(] 1q tttlCaW2MAp[D ° a F i �� 1 - r Im'wIX 9.4 , ~ l vase rtar+e sac tam n pt aw "i' , � •+'•+. (per FA wmt amv a�ii § FA +ri9l artu a rs to 4wn,•M ' ® � atr a9aB0�raax' tWiG m ` �{� \ / T Y YPICAL SIDEWALK DET, otaawn,ai!+.r,ai 2 ae "'' �� °•'+ \:/ 4catit S %e'.1•_0` » O + +• aw. s . u • ' �. '.j wat ° Oxor Y[.�_.._d L ----- 1+ ,m um� � :: � m wa sysi wam TH ELEVATION MEW I W av vp 4 SCALC: 1 /a•mr_o• _.. ... � mt ea .wuu +8 w.w• -r » w,®"`it _. f ._..... ; O o�o�wa+uw wrawu "' b m a ° n r tniNa rofomtt s `•.�: b b 41{at9 N Q SBaatl lE § L, M �tG4w MG w P 0" 04 s «tn ®ra•. r- amtmmoa lu aw ttes. � �• M �`nc�w .sax uawa na mwa amt . imae * , mam Otmuwctaa amovw,ma,wuwmo- ,y i � � puree 1 ,•j a T•ra APlb rAR IID fAHE M/°'.4a' 3 o laws Rtl4a W° tatfmil pfw eN aiorr. Mdtl 1a0 tatigc Ya NZrS CONC. ROOF DET• TYPICAL Mn ' $CALL 1`ma' -0• Cya'tmem, xI889ie0 • sa � K '8• �t00:L 0B>a��H � '•�� ; y a, A et tt R FA bit p� 7 1 y 4l LL I" tatlx ttabl wi rL___ 9aM�01� I .L,_�� «_�� nKio�°mxaroxr� aj / - '�N5 • v I j T• `' l a dS ---------- L- '_- ---__._.__F RWM taaeaaoaarauv ia'9mn � ••��: , j- 5 WEATION BEAST ELEVATION - t j scatr: t /a•mt'_o l✓ scats 1 /amt• -c ®m ``i°ui i Q lOmN nw rac oa ® abq+�nav bsmn wt y '��• ��i C ai roes Ap8me4m aR 1 D ga BARRY UNIVERSITY SO CCER% ° b i nan, x �m� irw twos at�H r �. ®� r9smrxr vot ar wb t ,k. a• ww. bra w �. asu9a $ ,m. + • . ^.: % .. . ° ru °/a,o -roa.ma ay. C ® tav� ft e. xarsiros' t tfnu9a — /iyy�� gym• rnta weromavaafrmu' i �.•+ 3 LiJ � t> �ap °eat �_., * i •�: :,. J ': ��' uhf iea � � �' �� a.ma mwaa � ELECTRICAL LEGEND: r '"� uat-61 a• aUam Lean vtwueo- i g ' 100189 .a• $ aW aPa1 Mi /afe 4afaa y ij`� W � • ssmnsjy�• e, a, ra. „ tt8 Haste vna ' • <; r rr, a t� v`�.'g ° °Aa9rWe.H'f � r8 H f4 } 1 9.� , y fl8F8F H ma ap• rL__ i t"W a � .. ^--- ^_J� nECMPrA.KIM Wf rOtOfRfa- a'tlf. PeNR aR Q i ,��'� WALL REINFORCING DET. /NORTH ELEVATION -- ntwtaauarrirourafpiPk I Sm�F cn I qT,S SCFtat[; 1 /eat' -0' _ (QEIttOKa Mm AD FaOM @td >1 vavoc>- +9v»wmiv rm i / 'r 4 (L � < _____________» . t =• � .. .. . -i ®ice � 1 JobNo. MOM mama I 1 t SgpPt. /fF — I 1 3 1 i ~ Z9s4 anavro.arwaw y .. .. I �wna err. eo�rbmamelnnae j '° °dfi ^ qQ Aoarotama.aw L rsm maw r�amt a wa. __._"_ -------- -.- mwwvaw¢9xt mn.an aaear � :. g aotopa �nt Mid ®ma sups 1 • - t • -: • M N �rarto sae mamvM1afarrf:y y ROOF PLAN 11 1 /FLOOR PLAN f I� " SITE PLA st J V �r - -6. Si• Wttmda9Y -fowl A-1 �.,,/ %a`mt' -q` SCNS: t /amt' -0` P4WQ. &a xaln t•ma5 LL/ 10/27/2009 WIND02 v2-06 Detailed Wind Load Design (Method 2) per ASCE 7-02 Description: Barry University - Miscellaneous Ana is b y: MAS 0 lift -,--s to Structure Type Building importance Factor 1 1 Basic Wind Speed M 146 Im Huntme Prone Region (V>100 mph) Struc C ory (1, 11, 111, or IV) 11 Table 6-2 Values lExposure (B, C, or D) C Alpha = 9.5001 PITc Nat Frequency (nI) I Hz zg = 900.0001 Slope of Roof 1 0.0 :12 Slope of Roof (Theta) 0.0 Peg Type of Roof Gabled Kd (Directonalfty Factor) 0.85 Eave Height (Eht ) 11.00 ft Ridge Height (RHt) 11.00 ft can Roof Height (Ht) 11.00 ft Width Perp. To Wind Dir (B) 8.00 ft At = 0.105 M[idth Paral. To Wind Dir L 1 8.00 Ift Bt = 1.000 Bm = 0.660 . .. . . . .. l4tell aramete Cc = 0.200 Type of Structure I = 500. Height/Least Horizontal Dim ]71.38 Epsilon 0.200 Flexible Structure I No Epsilon = 15.00 ft structures- pjffled,;Msthod: . .......... 5ust1 For rigid structures (Nat F > I Hz2 use 0.85 0.851 A $ Factor Pat ty* 1: RlgjO Stru#Wres P - qmolefo Zm Zmin 15.00 ft tam Cc * (33 /z) ^0.167 0.2281 Lzm 1* /33)A Epsilon 427.06 ft Q (1/(1+0.63*((Min(B,L)+Ht)/Lzm)A0.63))A0 .5 0.9584 Gust2 0.925%1 +1.7*lzm*3.4*Q)1(I +1.7*3.4*lum 0.9031 t Om roary + +,+++++ , +++ G Since this is not a flexible structure the lessor of Gustl or Gust2 are used 1 0.851 1 Copyright 2005 www.mecaenterprises.com Page No. I of 3 10/2712009 ,ate WIND02 v2 -06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Fla 6-6 Internal Pressure Coefficients for Bull�gs. GcDI Condition Gc i Max + Max - pen Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings 0.18 Copyright 2005 www.mecaenterprises.com Page No. 2 of 3 r 10/27/2009 WIND02 v2-06 Detailed Wind Load Design (Method 2) per ASCE 7 -02 Flaure 6 -11 - External Pressure Coefficients, GCP Loads on Components and Cladding for Buildings wl Ht <= 60 ft 5 Ht 2; 4 4 f ,5 a a a Gabled Roof Theta <= 7 a = 0.8 =_> 3.00 ft Double Click on ny data ent line to receive a he! Screen Component width span Area Zone GCp Wind Press (tb/ft ^2 ( ft) (ft) (ft "2) Max Min Max Min Door 3 7 21.00 5 0.85 -1.16 40.51 -52.67 - Window 2.67 4.5 12.02 5 0.89 -1.23 42.03 -55.70 _ ..._ .. 0.00 Note: * Enter Zone 1 through 5, or 1 H through 3H for overhangs. Copyright 2005 www.mecaentefprises.com Page No. 3 of 3 SEP 0 4 2009 f Miami Shores 'Village ' ---- Building A C� Building Department 10050 N.E. 2a Avenue, Miami Shores, Fl 33138 } Tel: 305 -795 -2204 • Fax: 305 -756 -8972 NOTICE TO MIAMI SHORES VILLAGE BUILDING D%PARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE -FLORIDA BUILDINd CODE i (We) have been retained by (flame of owner /agent) _-ZOC4q C1 f? Q-k :5 to perform Special Insp ' for services under the Florida Build' Code at the projedt address) 1 1=NE Z AA 4rn3 shdr'P.& 1 / Miami Shores, as of Z AW49 (date ). I am a registered Architect or Professional Engineer licensed in the State of Flo ids. PERMIT NUMBER: (V - I -..O9 ® !/99 X Special Inspector for Reinforced Unit Masonry, FBC 2122.4 ❑ Special Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 ❑ Special Inspector for Steel Connections, FBC 2218.2 ❑ Special Inspector for Soil Compaction, FBC 1820.3.1 ❑ Special Inspector for Precast Units & Attachments, FBC 1927.12.2 ❑ Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for NOTE mark boxes that apply The following individuals(s) employed by this firm or me are authorized to perform inspections. 1. thafio t / �F -qt, of Z � . 2. 3. 4. 1, (we) understand that a Special Inspector iaspwtlon log for each building must be displayed in a conveatent 10CAV M on the site fix reference by the Miami Shores Building Department lnspecmr. All mandatory lnspoetions, as required by the Florida Building coeA must be pedor ed by Miami Shorn. The building hrsimdons must be called for all mandatory inspections. hquellans performed by the Special hupeW hired by the Owner are kL#ddWMjo the mandatory inspectionsperformed by the Building Department Further, upon completion of the wank under each Building Permit, I will subraft to the Mlemi Shores Bultdhtg Deparknatt at the time before the final inspection the completed inspection tog form and a sealed statement indicating that, to tlfe best of my knowledge, belief and professional judgment those portiot>s of the project autllned above meet the intaft of the Ftorfda Building Cade and arc En substantial accnrdagce ivi2h tlfe apt►rovcd plans. Engineer /,�rehlteet Name b dl a A, S ua "Z- (Print) Signed nd Sealed Address ( (-&q SO - Is A-t�_ y ti � � d-2-t etr Date: � D D Phone No. fps P 2Lo0. y3fo3 Florida License No: 2 . / SEP 0 � 2009 Edward F. Cannon, AIA 5005 Collins Ave., # 1224 Miami Beach, Florida 33140 BY: ---------------- POST BID ADDENDUM Date: August 24, 2009 To: Alex MacNamara • • 0000 • • • • • • O Barry University "" .. 0 . 00., 000000 Director of Facilities:' • 00 0 Re: Soccer Field Gateway • " 0000 • • • • • Addendum #1-- Electrical • .' r 0000•0 In accordance with our recent communication the Village of Miami S • 0000 • '"`°v •�Pd' • signed and sealed set of electrical documents to process a building.�it for ...... referenced project. The contract documents require an electrical service to be prove • from the existing two story CBS building to the new Ticket Booth. To accommodate the Village the following post bid addendum is being issued. Distribution: Barry University will submit this information to the selected contractor to verify that the scope of this post bid addendum is within the authorized contract price for this work. Should the contractor not agree with this scope of work they must submit a code compliant design that is within their contract award for approval of the architects engineers. Add the following Electrical notes to sheet A -1: F6] Existing 120/208 VAC 3 ph, PNL `A' on 2 story CBS building south of refreshment stand window. Provide a new 2 pole, 50 A, circuit breaker in this panel to feed new PNL `EP' inside the new Ticket Booth. Feeder conductors from panel `A' at 2 story CBS, refreshment stand, to feed new PNL `EP' at the new Ticket Booth, 3 #3 AGW Cu & 1 #8 Cu GND in 2" PVC conduit. Conductor's upsized to provide 50Amp's service at PNL `EP' to accommodate voltage drop. Revise the following Electrical note on sheet A-1: 51 Provide a 100 A M.L.O. electrical PNL `BP' inside Ticket Booth. Revise the site plan on Sheet Al as follows: Page 1 l 1 �/ aY � 1 Soccer Field Gateway Addendum #1— Electrical Page 2 $� � 5 •••••• •••• •••••• A l •••• • • ••••• •• •• •• •• •••••• • WW WpV MWM r V ' a '4 log a, x an q " 1� ILI L a Partial Site Plan NTS r i a v Soccer Field Gateway Addendum #1— Electrical Page 3 0000 . . 0000 0000.. .. 8 .. .. 0000.. 888 0000.. 080.0. Add the following Electrical Riser diagram. 0 0000 0 0000 0000. • 0 •••• •••• ••••• • 0 •••••• • 0 ••••• 00 go 00 as 2 Story CBS Ticket Booth 0000.. • Refreshment Stand 0 0000 • e • 0 e • 0 8888 . . .. 00000. .. 0 . 00 0 0 PNL'A' PNL • 00.0 12/208VAC TP' 3Ph Existing 1201208 VAC 225A 1 Ph #8 GND 100A, 22k A/C electrode M L.O. conductor in conduit < 300' 6'— 0" New 3 #3 AGW &1 #8 G in a 2" PVC Conduit 5/8" Dia. x 10' Cu clad ground rods Provide a new 2 pole, 50 Amp Breaker to feed the new PNL. `EP' at the Ticket Booth Electrical Riser Diagram 120 / 208 VAC 1 Ph NTS a Soccer Add y AddeWmm 1— Electried ••.• Page 4 • •••••• •••• •••••• • •••• •••• • • New Panel 'EP' Schedule as follows: • • • • • • ' • •'.: ...... VAM —$M 0 00 000000, ,F i • • i V • •• s••••i PAML — FT (NEW) M AMPS _MAIN BRSAM OR X M 1..0 • M OR StWACMTtrli3i?#@M _ Tap or XBommFed ICVA SMVHS { TRIP CAF` CXT 7w smvm KVAI Cm 936 TicfiaBooth #lz- t 20 X 2 20 012- I"XW Booth 0.1091 OVISM 8Tl' a -� lY a ar�lots 020 Bmakor Fit- 20 4 20 912- 030 Li8w t12"a t 1/2"0 #3.50 Sere 20 5 6 20 - 03Q t 4.50 20 7 8 2 - mo s 10 I t z z � lz 13 14 17 is i 19 1 . ' 20 1 Feed FeaEa 2 CBS re8x 3 Sear Told to d: 3.116 BVA; 851 A a: End of Addendz R R. W Building Consultants, Inc. B C. on l g and Engineering Slices for the Building Indu C. 'P.O. nax 34 Valrlca, FL 33595 Phone 813.659.9197 Fsaft k 813,"754_4989 Floods Board of Professional Engineers Certiftte of AuthodimOott No. 9#13 66•• Product Evaluation Rapport • 6.6. ...... •• • . .. 6.6.06 .... ...... Report No.: FL41542.1 • ••6.6• Date: December $-,,2008 • .... .... ..... Product Category: Exterior Doors • • • • • • • • • • • • • • . . .... ...... Product .sub-categDry: Swinging Exterior Door Assemblies • • 6 • • • • • • • • • • 6666•• Product Name: "N" Series Commercial Steel Door Outswing "I mpact " Manuf4dtUrer. Ivlesker Door, inc. 3444 Stanwood Blvd. Huntsville, A.I.35811 Phone (256) 851.6670 eope: T s is a Product Evaluation report issued by A W Building Consultania line. and l y ado F. :Schmidt, P.E. (System III # 1998) for Mesker Door, Inc. based on Mule Chapter No..913- 72.070, Method ld of the State of Florida Product Approval, Department of Community A. U rs- r da; Building; Commission. RW Building Consultants and Lyndon F. Schmidt, RE, do not have nor will acquire f[WWW interest In the company manufacturing or distributing; the product or is any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Ed tiO4 See Drawing No: FL- 1,1542.1 prepared by R W Building Consultant% W. and signal and scaled: by Lyndon. F. Schmidt, R.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 Match 9, 209 PF 1435 sheet 11 of 3. Limitations 1, This product has been evaluated and is in compliance with the 2007 Florida, Building C OO (FD structural requirements including the "High Velocity Hurricane Zone" �VH• 2. Product anchors shall be as listed and spaced as. shown on details Anchor emb eomeal. to base material shall be beyond wall dressing or stucco. .'. • • • • • • • •: • ...... .... ...... I When used in the "HVHZ" this product complies with section 1626 oft rids Building.. • Code and does not require. an impact resistant covering. • • • • • • .... .... . . .... .... ..... 4. When used in arcs outside of "HVHZ" re 1wring wind botne product complies with Section 160.1.2 of the ' 2007 F C and does nc i dire an i patKt, • . resistant covering: This product meets missile level "D" and includes 'mod ZOW 4 as • • • • • • defined k ASTM Bl996. � S.: :....: S. Site conditions that deviate from the details of drawing FL- 11542,.1 require forth engineering analysis by a licensed engineer or registered architect. e. ©utswing configurations using sill item #40 do not meet the water infiltration requiremeuts for the "HVHZ" and. shall be installed only in non - habitable areas or at habitable locations protected by an overhang or mopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees, 7. .See drawing FL- 1 1542,1 for ;size and design pressure limitations. LyWon F.. SEchinidt,:I'X,, Fit No. 4.409 larch 9 :2 "1435 Shed 2 of 3 Supporting Documents A Drawing 1. Drawiag; No. .FL- 11542.1 prepared by R W Building Consultants. Inc, (Florida Board of Professional Engineers Certificate of Authorization' No. 9813 ), signed and sealed by Lyndon F. Schmidt, P.E. 0000 0 . . .... 0000.0 B Tests . . • • • • Testing - per 1 L' S 201 -FAK. 202 - 94, and AS 203.94 as performedV tt +�4'tiF .: 0 0 0 0 000600 Evaluation. Laboratories, Inc. and reported in test report TEL 012 69 at' • • • • .... j u n ta . 200$,. signed 1 y Viviaa k.. Wright and Wendell W. Haney, P,E 0 *00 0 • • 0000 • :.see . . ....so . . ..6.. Testing per ASTM E330 -02 and ASTM El $$611996 -02 as performe�.�ry iW$0ng; 0 • • - • % 0000 Evaluation Laboratories, Inc and reported in test rem TEL 012800'*, , c Id June 30, •, 2004, signed by Vivian K. Wright and Wendell W. Raney, P.L. • . . 0000 0000 . 6 . . 6..... C Calculations • • • 1. Product anchoring Tor tested specimens is in accordance with Pubjis + recommendations as substantiated by tested specimens reported in test.report TEL 01280069 and TEL 0129,0070. Additional product anchor analysis for loading conditions Premed sired and sealed by Lyndon F. Schmidt:, P.>. 2. Buck anchor analysis for loading conditions prepared, :signed and seated �y L yndon F, Schmidt, P.E. D Other , Certificate of Parb+dipstion issued by National Accreditation and ManaWnient Institute,, certifying. that Mesker Door, Inc, is manufacturing products within a quality assurance Program that complies with ISO/IEC 17020 and Guide 53, 6_ Lyndon F. Schmidt, P.E. FL No. 43409 Match 9, 200 PF435 Sheet 3 of 3 MESKER INC. - HUNT VILLE AL 3581D m n m m "N" SERIES z COMMERCIAL STEEL DOOR OUTSgW^� ING I00.00" MAX. OVERALL FRAME WIDTH a �° "IMPACT v J GENERAL NOTES p g ° 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code a : {FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). �T 26 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to m base material shall be beyond wall dressing or stucco. W z rc 3. When used in the "HVHT'this product complies with section 1626 of the Florida Building I ri Code and does not require an impact resistant covering. a a 4. When used in areas outside of the "HVHT' requiring wind bome debris protection this o product complies with Section 1609.12 of the 2007 FBC and does not require an impact resistant covering. This product meets miss1e level "D" and includes Wind Zone 4 as defined in ASTM El 996. Q 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. R s m 6. Outswing configurations using sill item #40 do not meet the water infiltration requirements e for the "HVHZ" and shall be installed only in non - habitable areas or at habitable locations 3 protected by an overhang or canopy such that the angle between the edge of canopy or overhang to A is less than 45 degrees 0 t z TABLE OF COMEMS • • • • • • • • • SHEET # DESCRIP17ON •• • i i i i i i i •• i $ 1 Typical elevation, design ressures & general notes • • • • • • • • • • • • ZZ n 2 Door panel details aim 11 ° z_ 3 Horizontal & vertical cross sections : = & Sc4m N.T.S. 4 Anchoring detals • • • • m' s 5 Components = • • • • • 1 W.00" x 98.00" •#7 cwt. ft LFS 3 6 BM of materials & components • �•Q ids® i i • i • • i i M%9= nro • • ••• ••• ••• ••• FL 11542.1 a ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • U a Z � x Z O d �3 a 47.75" MAX. PANEL WIDTH 25-V MAX. OPENING Louver retaining screws @ 2° from comers and ® centedine along top 8 bottom 16-1/T mca. o.c. along fides 35.25° L T �1 DOOR 70P 8 BOTTOM CLOSER 88 INTERIOR 28 a $ EXTERIOR a o 89 2 HORIZONTAL CROSS SECTION 3 PROJECTION WELDS � v C EXTERIOR INTERIOR I °O az8o U C O I O e 3 PROJECTION �I • e WELDS a I DOOR HINGE RBNFORCEMEM 3 0 2 En SPOT WELDS 2 r� u % D ® W ELDS:** Z SPOT • • • • • • • • • •• • • • • + < a z O WF- 11/20/08 i • • • VERTI�At CROSS S N sM-E N.T.S. • • • • • • • • • am er, AL m' O _LOCX BOX REINFORCEMEM :0 • • • • • ° ° • • • • • • • • • • • • • cxnwurs ND, • • • • • • • e FL- 11542.1 0 Gov 6 `° ••• • • • • ••• • • • • • • • • • • • • °N` STEEL DOOR PANEL 1 1-7 Pr LAIKI INTERIOR EXTERIOR 2 HORIZONTAL CROSS SECPON 3 Z, EXTERIOR INTERIOR I I it i it f`-f •t • • e ••• • • • • ••• • • • •• •• • • • •• •• O n m ohms � �a�3� e2 N U 2 o ri a m �i G m o z z n E 11120108 ° z AM N.T.S. 9 I m AL m' c ee LFS ; mmxr wo» � FL- 11542.1 a 0 Fr 3 of 6 " EXTERIOR INTERIOR 3 VERMAL CROSS SECTION 3 3 1 HORIZONTAL CROSS SECTION 4 � ROSSS'�CTIN • . i i i SEE DETAIL I ID ry 6" � 6. IV SEE °z E 1i MASONRY DETAIL 3 SEE 9-4 ,1 S OPENING DETAIL 2 o M TYP. HEAD & JAMBS $ Z h N Q h N t FRAME 17 10 o 8 H TYP. 16 v, R 21 I�I D _. �1 y_ 12.00" MAX. a a ON CENTER i' DEFAIL t HINGE JAMB PRAMEANCHORING SMKF JAMB DETAIL J r O �t6t1t Ii�lfd t!laM;:;:; IYt�fif liA i #.'t lCL .tti lT#..... .. ........ ....:... :........:.......... :. $ ...:..:...:.::.. 7/4^ 1.1/4^ 2-1/r r z lr 4t st�..0— 3/B" • ! • • 7 -1 /T 2 -1/C 41/2" • • • • • • 3/8` 1.1/2" 4114" 3.3/4° • • • • • • • • • SS • • • • • • • • • C ... • • w AiPAiL 3 • • • • • • • ANCHOR NOTES: WD 11 20 OB i 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. smke N.T.S. 9 Min. edge d i s t a n c e s shown i n d e t a i l s a r e f o r DynaboR Sleeve A n c h o r s . A d j u s t min. clearances f o r T a p p e r concrete s c r e w s as n e c e s s a r y . • • • • • • • Derv. BY: AL m' r 2. Concrete screw locations at the comers may be a�usted to maintain the minimum edge distance to mortar joints. if concrete screw • 0 i • i i i • • • ax 1 I 3 locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete • • • • • • • • • • • • • • • D ND.: ¢ • • • • • • • • • screws may be required to ensure the maximum on center dimension is not exceeded. • • so* • • • FL- 1154 1 0 — —4 • • • • • • • • • • e BILL OF MATERLALS ITEM DESCRIP17ON MATERIAL e d C MAX. 1 /4" SHIM SPACE 3.48" ' m E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 1.15 I �5' 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 H I/4"x 1.3/4" I1W PFH CONCRETE SCREW STEEL 0 ' x '1 0.62" °a J 3/9'X S' PFH ITW DYNABOLT SLEEVE ANCHOR STEEL ® X0 Q+ + 00 ® c � M 13/9'X 5' TAPPER CONCRETE SCREW BY POWERS FASTENERS STEEL Q+ - - — O+ -0 - 1 "N" OPAQUE STEEL DOOR PANEL 66 ® ; 2 DOOR SKIN -16GA 0.060" THK. STEEL, Fy = 40317 PSI MIN. BY MESKER STEEL gg 1.19" 8 3 FOAM 1.0 PCF MIN. DENSITY POLYSTYRENE 1" 4 DOOR TOP & BOTTOM CLOSER STEEL - " 1 ° o 5 LOCK BOX REINFORCEMENT STEEL 8 #12 -24x 1 /2"SELFTAPPER STEEL 85 9 TUBE ANCHOR STEEL 4.75' 10 #12 -24 X ]'COMBINATION MACHINE/ WOOD SCREW STEEL 16 ANSI LATCH STRIKE STEEL m 4 17 DEADBOLT STRIKE STEEL �4 ° 19 DEADBOLT STRIKE REINFORCEMENT STEEL 28 FRAME E o ' m 8 20 WEATHERSTRIP NEOPRENE 0nfprcement 21 4-1/2"X 4.112" X 0.1 25 TEMPLATE HINGE STEEL 22 STANDARD LONG DOOR HINGE TOP HINGE REINFORCEMENT STEEL & ELI a 23 STANDARD (SHORT) DOOR HINGE MIDDLE BOTTOM REINFORCEMENT STEEL 1.02' I~ 24 WEATHERSTRIP (THRESHOLD) NEOPRENE 25 FRAME -14GA 0.075' THK BY MESKER STEEL 27 LATCH STRIKE REINFORCEMENT STEEL _ 0.075' 28 FRAME HINGE RENFORCEMENT STEEL 5" o 40 THRESHOLD NATIONAL GUARD PRODUCTS, INC. #896 ALUMINUM I 71 DESIGN HARDWARE Dl -S SERIES DEADBOLT STEEL -►I 0.94" 4- z 72 DESIGN HARDWARE "P' SERIES ENTRY STEEL m 76 DESIGN HARDWARE D2 -S SERIES DEADBOLT STEEL 77 DESIGN HARDWARE "X" SERIES ENTRY STEEL 87 Z A G O!D 82 SURFACE BOLT STEEL 83 114"X 2 -1 /2" PPH MS STEEL d z g 87 Z ASTRAGAL STEEL 2.88" 88 #8 X 1 -117' PPH MS STEEL � • • • • • • • • • • • • � 89 SCREW COVER STEEL • • • • • • t4 ci • • • • ••• • � 90 LOUVER MODEL 1501? -A -HRC BY AIR LOUVERS STEEL 0 � • • • • • • • ,' 91 SURFACE BOLT PLATE STEEL • • • • • • • • • • • • ° z n 92 #8 X I-] /4" PPH SELF TAPPER STEEL oxre 71120108 ° z 9 SURFACE LTPL4 SCRIEs N.T.S. o i A 80 TE •• • • • •• • X AL 3 • • • • • s • • • • CW. W !FS ; • • • • • • • • • • • • • MEW No ••• ••• i•• ••• ••• ••• FL- 11542.1 w e g aHW 6 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• •e MM A I � MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1107 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (30$).1,72 -6339 NOTICE OF ACCEPTANCE (NOA) www.miautidadb nov/b;tMlkecode • • • • • • Rolling Shield Inc. .. • 0000.. :. 2500 N. W. 7e Avenue 0000 0600. � � � ; � • � � 6 Miami Miami FL 33122 •0000. , 0000 66.6 S COPE: 6060 606. 6.•66 This NOA is being issued under the applicable rules and regulations governing the u§lz o'f'r$nstru�tlog • • • • • materials. The documentation submitted has been reviewed by Miami-Dade County 7rotruc t Co�ol� " ' • • •; • Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami IS e Count+ and 0 . .. 0 06666. other areas where allowed by the Authority.Having Jurisdiction (AHJ). . • This NOA shall not be valid after the expiration date stated below. The Miami- Dad&G8u4ty Proliuct .Contro l; 0006 Division (In Miami-Dade County) and/or the AHJ (in areas other than Miami Dade County) resBry L*9 right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Extruded Aluminum 40mm Slat Roll -Up Shutters - L.M.I. APPROVAL DOCUMENT: Drawing No. 09 -039, titled "40mm Slat Roll -Up Shutter", prepared by Tilteco Inc., dated 06/01/09, sheets 1 through 16 of 16 including IA, 3A, 5A, 5B & 14A, with revision "1" dated 04 /03/09, 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 daze by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LIMITATIONS: I. Roll-up Mechanism is Not part of this approval and must be certified by independent testing agency. 2. Minimum separation from interior storm bar to existing glass shall be as shown on sheet 12 of 16. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05-0929.04 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 Jaime D. Gascon, P. E. ru�ariI A PPRO VED co �nr NOA No. 09-0527.07 Qi� Expiration Date: June 07, 2014 Approval Date: July 02, 2009 '} Page 1 `4 Rolling Shield Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAHTTED A. DRAWINGS 6.66 6006 1. Manufacturer's die drawings and sections. • 666666 .... 66666• 2. Drawing No 09-039, titled "40mm Slat Roll-Up Shutter", preptW'lip Tiltecolnc., dated 06101109, sheets 1 through 16 of 16 including IA, 3A, 5A, 14.3* t� 00 6 6 6 revision "1" dated 04/03/09, signed and sealed by Walter A. TiW*t;,k,,P. E. •• 6• 6s'•• ••666 B. TESTS ...... , • I. Test report on: l) Uniform Static Air Pressure Test per PA 202, 6 6 2) Large Missile Impact Test per PA 201 0 • • 6.6 3) Cyclic Wind Pressure Test per PA 203 • • along with marked -up drawings and installation diagram of Series CD40, of Aluminum Roll -Up Shutters, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL 2485 dated 01/12/2000 and FTL3013 dated March 13, 2001, signed and sealed by A. P. Gonzalez, P. E. (Submitted under previous Association NOA # 03 -0458) 2. Test report on: 1) Large Missile Impact Test per PA 201, along with marked -up drawings and installation diagram of Aluminum. Storm Bar, prepared by Fenestration Testing Laboratory, Inc., Report No.'s M. 2637, 2639, 2640, 2641 and 2642, all dated 07/25/2000, signed and sealed by A. P. Gonzalez, P. E. (Submitted under previous Associatdon NOA # 03 -0458) 3. Test report on: l) Simple Loading Test, per FBC along with marked -up drawings and installation of Aluminum Storm Bar, prepared by Fenestration Testing Laboratory, Inc., Report No. FTL 3013, dated 03/13/2001, signed and sealed by A. Acevedo, P. E. (Submitted under previous Association NOA # 03 -0458) 4. Test report on: l) Impact Test, per FBC, ASTM D 256, 2) Flexural Test, per FBC, ASTM D790 3) Tensile Property Tests, per FBC, ASTM D638 along with marked up drawings and installation of plastic sample, prepared by Certified Testing Laboratories, Inc., Report No. CTL 0410G, dated 04 /09/2001 signed and sealed by Ramesh Patel, P. E. (Submitted under previous Association NOA # 03 -04S8) C. CALCULATIONS 1. Comparative analysis for slats; storm bars, headers, tracks, mullions and anchors, using rational analysis dated 04/23/09, pages 1 through 201 of 201, prepared by Tilteco, Inc. signed and sealed by Walter A. Tillit Jr., P. E. (Submitted under Association NOA # 09 -0613) Jaime D. Gascon, P E. Chief, Product Control Division NOA No. 09-0527.07 Expiration Date: June 07, 2014 E-1 Approval Date: July 02, 2009 `4 Rollina Shield Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0000 D. QUALITY ASSURANCE • • • • • • • • • • I. Miami Dade Building Code Compliance Office (BCCO). 0000.. E. MATERIAL CERTIFICATIONS • • • • 8 9000 6 • • • • I. 0000 0000 0000. None. 0000.. . . 00000' . . 0 .. .. 00 0000.. E. STATEMENTS 000000 , • 1. Statement Letter of product compliance to FBC and "No financial interest " • dated, • • ••:. April 09, 2007, signed and sealed by Walter A. Tillit Jr., P: E.: . •' • :* so*: (Submitted under Association NOA # 09 -0613) 0000 ' 2. Laboratory compliance letter for Test Report No. FM. 2637, 2639, 2640, 2641 and 2642, issued by Fenestration Testing Laboratory, Inc., dated July 25, 2000, signed and sealed by A. P. Gonzalez, P. E. (Submitted under previous Association NOA # 03 -0458) 3. Laboratory compliance letter for Test Report No. FTL 3013, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2001, signed and sealed by A. Acevedo, P. E. (Submitted under previous Association NOA # 03-0458) 4. Laboratory compliance letter for Test Report No. CTL 0410G, issued by Certified Testing Laboratories, Inc., dated April 09, 2001, signed and sealed by Ramesh Patel, P. E. (Submitted under previous Association NOA # 03 -0458) G. OTHERS 1. Notice of Acceptance No. 05-0929.04, issued to Rolling Shield, Inc. for their Series "Extruded Aluminum 40mm Slat Roll—Up Shutters ", approved on 05/07/07 and expiring on 06/07/09. 2. This NOA is approved as a Member of the National Shutter Association, Inc. (Submitted under Association NOA # 09 -0613) 3. Release letter issued by National Shutter Association, Inc on 06/29/09 for "40mm Rolling Shield Shutters, signed by Sam Downs, Association President. 4. Acknowledgement letter issued by Rolling Shield, Inc. on 06/29/09, signed by Jose A. Delgado, President of Rolling Shield, Inc. 5. Acceptance letter issued to Rolling Shield, Inc. on 07/01/09, signed by Jose A. Delgado, President of Rolling Shield, Inc. and signed by Rolf — Christian Friedrich, Miami Dade County BCCO — Product Control Engineer 1. Jaime D. Gascon, P. Chief, Product Control Division NOA No. 09- 0527.07 Expiration Date: June 07, 2014 Approval Date: July 02, 2009 E -2 GENERAL NOTES: 1. ROLL-UP SHUTTER SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (PAD.) HAS BEEN VERIFIED FOR CODE 8. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE COMPLIANCE IN ACCORDANCE WITH THE 2007 EDITION OF THE FLORIDA BUILDING CODE ANCHOR'S MANUFACTURER. THIS ROLL-UP SHUTTER MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONE'S (MIAMI - DARE /BROWARD COUNTIES). 9. ANCHORS REQUIRED FOR STORM BARS, HEADER & MULLIONS CONNECTIONS TO CONCRETE (MIN, to-3000 PSI) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE SHALL BE AS SPECIFIED ON APPLICABLE SECTIONS SHOWN ON SHEETS 5, 50., SE, 6, 7, 8 & 10 OF 16 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PAD. AS TESTED WERE NOT OVER STRESSED, RESPECTIVELY. A 33X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING INTO WOOD HAS BEEN DETERMINED IN ACCORDANCE WITH N.D.S. 2005. - CALK -IN ANCHORS TO BE AS MANUFACTURED BY POWERS FASTENERS, INC. - TAPCON ANCHORS AS MANUFACTURED BY ITN BUILDEY, INC. ROLL-UP SHUTTER'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE - KWIK BOLT TZ EXPANSION ANCHORS AS MANUFACTURED BY HILTI, INC. WITH SECTION 1826 OF THE ABOVE MENTIONED CODE AS PER TAS -201, 202 & 203 PROTOCOLS, AS PER MINIMUM EDGE DISTANCE AND SPACING FOR PROVE MENTIONED ANCHORS SHALL BE AS INDICATED BELOW OR FENESTRATION TESTING LAB. REPORTS # 2485, 2640, 2641, 2642, 2837, 2736, 2737 & 3013. AT ABOVE MENTIONED SHEET. EDGE DISTANCE AND EMBEOMENTS ARE BEYOND ANY FINISH MATERIAL 2. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -T6 ALLOY & TEMPER (UNLESS OTHERWI ANCHOR SPACING EDGE DISTANCE POURED CONCRETE CM EMBEDMENT CONCRETE M 9LOCK NOTED). -1/4 TAPCON 3' 3 1 3/4 (Min. (0-3192 pet) 1 1/4 (ASTM C-90) -1/4 CALK -IN 2 1/2 3' 7/8 M$I. fc =3000 psi - 3. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON -3/8 ° 0 CALK-IN 3 3/4 4 1/2' 7 1/4' ( {M�ln. fe =3000 STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 kai TENSILE STRENGTH. ALL TEK SCREWS SHALL -1/2 CAL[ -IN 6' S. 1 1/2' @An. fc -3000 psi BE AS MANUFACTURED BY TTW BUILDER, INC. - 6/16 TAPCON XL 33/4 4' - 1 3/4 (ASH C-A GROUT RLLW) -3/8'0 KWIK BOLT TZ 8' 43/8 Y (Min. fa -3000 pei) - 4. BOLTS TO BE ASTM A -307 GALVANIZED STEEL OR AIM 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM -1/2'0 KWIK BOLT TZ 9 3/4' 8 3 1/4' (Wn. f0 -3000 pet) YIELD STRENGTH. 10. POLYET BLOCKS USED AT SPRING LOADED SYSTEM FOR REMOVABLE STORM BARS SHALL COMPLY WITH 5. STORM BARS AT FLOOR AND CEILING MOUNTING INSTALLATIONS MAY BE REMOVABLE AT NON HURRICANE THE FOLLOWING SPECIFICATIONS: CONDITIONS. HOWEVER, EACH STORM BAR SHALL BEAR A PERMANENT LABEL IN A VISIBLE PLACE WITH A ASTM DESIGNATION PROPERTIES Y9LUE WARNING NOTE INSTRUCTING THE TENANT OR OWNER THAT STORM BARS MUST BE INSTALLED WITH D256 IMPACT RESISTANCE 7.95 FT -Lb /In (AVERAGE) CORRESPONDING HARDWARE DURING PERIODS OF HURRICANE WARNING AND THAT ROLL UP SHUTTERS WILL NOT D63a TENSILE CAPACITY 4243 psi (AVERAGE) OFFER HURRICANE PROTECTION UNLESS ALL STORM BAR ARE INSTALLED AS DIRECTED. 0790 FLEXURAL CAPACITY 1012 psi (AVERAGE) S. REMOVABLE STORM BARS SHALL BE STORED IN A CONSPICUOUS PLACE WITH EASY AND IMMEDIATE ACCESS SO 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE THAT THEY CAN BE REACHED AND INSTALLED ANY TIME (HURRICANE CONDITIONS OR NOT) SLATS ARE ROLLED SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO DOWN. THE EFFECT OF THE SLATS ROLLED DOWN WITHOUT STORM BARS IS; THOSE SLATS WILL SLIP OUT OF CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. TRACK DUE TO THE DEFLECTION CAUSED BY WIND FORCES. WHEN REMOVING STORM BARS, ONE STORM 13AR SHALT. ALWAYS BE LEFT INSTALLED (SHALL NOT BE REMOVED). 12. THE INSTALLATION CONTRACTOR IS TO SFAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN THIS CONDITION IS ONLY REQUIRED FOR HEADER SPANS EQUAL OR GREATER THAN 12' -0 ° . CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 7. ANCHORS TO WALL FOR SIDE RAILS & BOX CONNECTION SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): 13. SHUTTER MANUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE SIDE RAIL (A) TO EXISTING POURED CONCRETE (Min. fc -3192 Pei): APPROXIMATELY 4' ABOVE THE BOTTOM OF SUCH RAIL - t /40 TACK= ANCHORS, AS MANUFACTURED BY ITN BUTLDEX, INC. LABEL SWILL READ AS FOLLOWS: NATIONAL SHUTTER ASSOCIATION, INC. NOTES: MIAMI, FL At) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE IS 1 3/4•. NO EMBEDMENT INTO MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED EMBEDMENT. 14. ROLL-UP MECHANISM NOT PART OF THIS APPROVAL, BUT SHALL BE CERTIFIED BY AN INDEPENDENT TESTING A2) W CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING AGENCY. WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTE A.1 ABOVE 15. ROLL-UP SHUTTER INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. (e) TO EXISTING CONCRETE BLOCK WALL (ASTM C-90): - 1/4' 0 TAPCON ANCHORS AS MANUFACTURED BY ITW BUILDEX, INC. 16. (a) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE PAD. NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4 (b) CONTRACT TM� BE P R O DUCT, FO TH PAD. R� SHAN ALL INST ALL A TION IINCLUDING NN LIFE 8.2) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL SAFETY ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S ANCHORAGE SHALL BE AS INDICATED ON NOTE 8.1 ABOVE. RESPONSIBILITY. (C) TO EXISTING WOOD FRAME BUILDING: SOUTHERN PINE #2 W/ G-0.55 MIN. (c) THIS PAD. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - 1/4 LAO SCREWS PER N.DS. PROIWCTRBVISED) (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICHs00rrroym8 with 6mNlmida NOTES: WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR.VE �ROECT� .WHO WILL : RESPONSIBLE S d a C.1) MINIMUM THREADED PENETRATION OF LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2° FOR THE PROPER USE THE PAD. ENGINEER OF RECORD, ACC THE AS A DELEGATED E140EER TO Tli: P1L.g OENf.�JEtldl:, S�ALP Sl1LMiT TO j NO THREADED PENETRATION INTO STUCCO SHALL. BE CONSIDERED AS PART OF THE REQUIRED THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVI • • • • • THREADED PENETRATION. * • • • • • • • • • • C2) MINIMUM EDGE DISTANCE OF LAG SCREWS INTO WOOD SHALL BE AS INDICATED ON SHEET 11. (e) THIS PAD. SHALL BEAR THE DATE AND ORIGINAL SP"&D "$TUBE TI%0hOF:SSoNA rNEER Ca»bd C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS, VENEER OR PAVERS BE OF RECORD THAT PREPARED IT. FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE Fladda Bugdbw Code (High YeAkdty Hurricane Zone BEHIND S 'IHREADE ED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE. °� mTECO "'� MINI 40mm SLOT ROLL —UP SHUTTER ' en 10 Q - INC. • • ROLU I INC. 4 /7r TILLr TESTING ammulamKosmomy • • • • 2AD A* T,h Aft ems ' a - ,mt� • • . • am+ (1W wr . r. www Aw Ju 1 ES - I D O o L a � T,a =. as i .ac. .�. .� mvtwaaAw a $ 444187 ± m0 m sre MM swT I or to ... . . . . ••• . . . .. .. . • . .. .. On" HEADER WAN (SEE Q WJ y O . 0 (. 3 R R R cow d P P P S S P A U ® @O ro J mv, Ea. END) B Mma SfAr SPAN SEE v �APPUCADEE �Mma 9Ar SPAN (4F sm=W --� Mmn STORM VAR SPACM SEf SalEMW TYPICAL SAW UNr ELEVATION NO STORM BARS REOWREO TYPICAt MU ADD UNIT 9"AWN I SMW BARS REQ!! /R£D1 AVM* SEE SHUT & A St ! e OF 16 FOR CWVNMM AM kNtl AW M � MM SEE SHEET $ 3, 34 & 9 OF IS FOR CaWVM OS N 1p1LLmlt -{Mmn SPACLNiF MDLLWIt AN R W -1 v W-7 cant Q R N ry OOR N 0 OR ® A s s s () J (ryp, Ew Olm) PROUi � ee,amPb�c.� M_ SAr SPAN Sf%aAJLEJ r7l • • • • • • • • gN e �� / �/ d M - SLAT WWI I M - $rQW SW SPACM N7ffDVl.E7 • • • • • • ' fib ' , 2'O SOO(W TY PICAL CONSECUTIVE SINGLE UNIT EUVAWN NO STORM BARS REOUIREDl TYPICAL CONSfCUW MULTIPLE UNIT ELEVATION CS W BARS M REOlRRED) APPt�AeE • • • 00: • • i • • • • M SEE SHUT 7. % JA e 9 OF !9 Fur CDM 7S MaMMArwE 1 � Nwe SEE &W Z 3s & 9 OF 16 MR CAWVA urS ., M7 AYM F1011da BuMng Code ( High VeWowd Hwrlcone Zone 02008 111ECO ING. DRAWN &Y. THE PARIS AND ODED' ASM WAINZED ON 7w PRODwr 40mm SLAT ROLL —UP SHUTTER APPADVAL� ARE OE AM R0LLRR7 ffW PRODt/ClS. TO PRESERVE W OVEMM PAAND�rs 'rHE� D HDre . ��: Q Tie. • i �� fflt /NC. ;/ WE srsrEaF SwF PARES AND cnMPONEnns om9 R Atoll m HkR6N O R sEE sECIaNS oN nLLR o wo AIAY • • • o 8Y ROt1d1D RS SAOC7LY PROIRBREO AND MAY 94✓AUDA7E Affi PRODtJCr SNEEI`" 4 AiRU t f. o n � 'O � mse ax a srf • • �"". , _, 09 - 039 DRA14p0 Mo J -01AIl0L8t7(,9 aw. .omv ,wa v • aQ FI.OPoDA Ltz $ 444167 � ofo m-9m V+la -= IA OF IB ••• • • • ••• • • .t � �1.OPD•--y L f80 T L ----------- ® .TYPE 1 SLAT: © TYPE 2 SLAT O TY PE 1 STORM BAR: ® TYPE 2 STORM BAR: EXTRUDED ALUMINUM EXTRUDED ALUMINUM 2" EXTRUDED STORM BAR 3" EXTRUDED STORM BAR SLAT BOTTOM SLAT 6063 -N AMO M Atzor 8065 -M AUAOMX Auor SCALE.• r/2 = i" coax -76 tWXWW Auor 600-46 ALAN" AuaT Sr4Le r /2' = r" E TYPE 3 STORM BAR: SME. 112' a r° Sc m 112" = r" 4" EXTRUDED STORM BAR 6=o-r$ AUAONW AU scACe 112" m r ° aao�•— y - - aaw' a/a+-r•rs r/R "ss I J/8, , r/a ss cw scen►s �R�• — j ixP srA2xs as 8 pin A T f0' AM a4 as s WP A T4' s pin = TOP AN0 Al 70' FROM IDP AND pT/p,N or 8yapf/ gq2 807701! OF STOR,1 842 t�$ T .fPd" Ll I 7 7Y�A hp L ® HEADER TYPE 1: © HEADER TYPE 2: YPE STORM © T 4 BAR: ® TYPE 5 STORM BAR: WW-7f AL Auor 600-N ALUM Acwr 4 " HEAVY EXTRUDED STORM BAR 3" EXTRUDED STORM BAR TYPE 6 STORM BAR SC"' 112" = 1 ° SCALE: r /2" = r 6067 -Ta AcUW1" AUAY 8087 -TB ALUYI"A[LOY 4" HEAVY EXTRUDED STORM BAR SCALE.• 112" = r" swz 112 a 1. 60&a M AUAW" AUOr SCALE 1/2" s 1" � =' a�a rte• r.ru• rrR L � .rssW I- rxonucrxEV,sxa • • • • • • • 0 TYPE i SW RA IL• '. .; .'; ; ; iooaGt ROR.7 -m Alum. AUf • • • • • • • D &WO • HEADER TYPE 3: SCALE. 1 12° = 1" • • • • • • • Pi qdG Bull Code (isfAk7h Vwodftly ButTfcane Zone 7/z AU ° mm= m 40mm SLAT ROLL —UP SHUTTER D`A R " I L £t.' ; �= , J?oUj r HIEM INC. *mTE MUJT TEE MG & ENOWK OM000•PAMr t i • AW *W. • GM rE 11 A �y11M °� �•!,�� =01 • •� Fr.4vrl�ia% -•n, 09 -039 JUN {11 LWJY18 4« .. ^mow 4W[ 44w 4401s "I 0.tl4 DRAWING Ro u 444.,6 t ao a d4• sfRZT z or 18 a ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • MR rra. TYP. (0 TYPE 2 MULLION: 4 " HEAVY EXTRUDED MULLION 0 TYPE I MULLION: SM - re ALLIMwu„ Aum 4" EXTRUDED MULLION r/1• ° 1° OW-TS ALWAM SrALEV 112 Ardor © TYPE 3 MULLION: 6" EXTRUDED MULLION 6063 -T8 ALUMN ALLOY s cuE 1/1• = r` �P. 4 S fp E a 9 ;' f7! 1 41 N lo r .a1 • yy ' a Rf auatER STUB DETAIL d 7 /Q ° ° , (OPSfONAL? (A4 T. S) r ° t6' gi0fu�6R e • 4 , • ( o , , Top PROME .7006 -M= ALLOY. 4r cmum 11W mm WRON LFADFR WIMM PRODUCT RBVIM as r:oagAYing wlAb Ax Flaidt< a + 9 , a LTOOMM ROITLE 6 ALLOY. ® BOX S1D� BRACKET TYPES �, wo Z -7. COVER PROPW J0�-hw ALLOY. f • • • • • • 7 NYLDN OW 4 114' a a v..( RO S C7N+� O ' OUT A S1b \ \ \lYfai BOX SIDE MO Gi57 ALUd6NU1L • N£GkN15AI NOTE 1J i mom 17/11' ox • • • • • • iJ � RAIL. star. Florldc Bupoln Code (ir4h Yet 9urr)cane Zone EXTRUDED ALLAMW DRAWING HOOP. O 2009 11MM W. DRAWN Bn 4s CRAWO a4WAAM SM DRULC f alte a o.. am* 71,R. • 40mm SLAT ROLL —UP SHUTTER � RETAOONG METAL PATE 16 G. GoAo Sa AT EACH END. I W. �� a NWAN 1FM & 1 17/J2" a D. x a00' 7ft x • • • ROUANHIM INC. J 8/18' Larg. I L - C 1 C. • • * ► I)• OAT£ NYLDN ft LW4 T"w TE=NO E•ENQKEWNQGCDWMY • • • • MW MW XM AM ® BOX COMPONENTS AND ASSEMBLY DETAIL 'SORM 1 4 X fVa• to a �m _,m,a'� • • r �+ �J :� 09 -0,39 (SEE SHEET 3A OF 76 TOR ALTERVA7E ROLL-iIP sNUr1ER 1,97TN6 ALEGYW6SN,S) n y� TEN ES�pTp00.gu7�19 aye iro masum. am m� r a ror rbiAWM N" (510: NOTE 1J ON SHM7 1) - T7 31_• m FLORNA a ue. f 4N41� i ao oe-trs SMT J of 16 0:0 i • • • 0:0 • • • • • • • • • • • • - • •• •• • • • •• •• ••• • • • ••• • • Ili TYPE DRIVE ROLL -UP SHUTTER SYSTEM MOTORIZED ROLL -UP SHUTTER SYSTEM HAND CRANK ROLL -UP SHUTTER SYSTEM fAp cs A-7 ft �V v I ALTERNATE ROLL --UP SHUTTER LIFTING MECHANISMS (SEE NOTE 13 ON SHEET 1) MODUCrRMSED m co»t tho Flm'ida •• ••• • • • • • m p • • •• • • • • ream • • • • • • • • ,DudgplUtLlaCOpC¢I Florida Bul/di Code $ Ye/oct $um'can0 Zone ° mm 1um na 40mm SLAT ROLL —UP SHUTTER ` B " �► • • R,0W Hl INC. <1J IL U Q 1�•. • • •ptsap Herr nux rtsrnrc 3 " • • • • .2 all 14 : 1 1 t 7831a'r • • Ai4Yl•FL •ria� 09 -039 e - •motl� • • • aae. , (1coNj -oval . &W t ' JUN 41X009 Jr. �. �. .� � � • •• •• s • • • •• •• ••• • • ••• • • N O N O r >x J OR O OR O 110. J /a• mr r/av x J /a• sartw o e a a sa�v o s' a s ANOM F=rWV CordaeEre CW A Or av etasr J /4' we a smw o e• a s A A A sr� SCHEME ON SHEE+J a xa cat SO Pam is . CONCREM OR CDNCwr RAW J +/ 1c J t /s• ® W— I OR W -2 W -1 OR W -2 arw� J SECT�N P — P (i) : WALL MOUNT SECTION P — P (2) t INSIDE MOUNT SECTION 0 — 0 : MULLION MOUNT (FACE MOUNT) SECTION R — R : MULLION MOUNT (FACE MOUNT) Saone r /2° s r° state t/a° = J• SCAM. w = r• srA A. r• nrcorr ANON= vaTAEn CONCREZE OR J J SIDE RAIL ANCHOR SCHEDULE im � mxaw eta:r A teo• ' / sarE` ro w' J 7o or A MAXIMM DESIGN PR ME Rj4TlNG f e (R.s.f ) _A a CORRESPONDING MAXIMUM ANCHOR SPACING (k) s 112 r/2• FOR SIDE RAILS n COUNWRON � POURED CONCRETE OR M SOLAR ALLS C ° pY 4 T Tmay+ ant Y � JYJ'x ae avJ°s , 12 92 (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOAD) r/av x r/a• mr srmw o s' a. a J 114'I x ya' 7EK MAXIMUM S IDE RAIL O A sm w o e• a s DESIGN LOAD i N O SUBSTRATE WALL MOUNT mow mow ORO BOO OR LESS CONCRETE BLOCK 6• 6 6' f /4• Poum CaNOWE 6 6 6 J SEC77ON R — R : MULLION MOUNT (INSIDE MOUNT) CONORETE BLOCK s• 4112 e° SECTION P — P (3) : BU20 —OUT MOUNT sra 1/2• - r• >Sao TO 150.0 'Ate r/2• a r' POl1RED CAN 8 B' 8 CONCRETE BLOCK 5' 4 112 6^ PRODUCTREVISED >r5ao To leas as�kjingwlhftF�tm MUM e° B° •.• ••: : : ••• : T�adms No 14 * MAXIMUM ANCHOR SPACING 61n. AT SIDS •� •; �• caoua RAILS VERSUS EDGE DISTANCE = E.D. • • •. • •. • • Florida Building Code (ftgh Vet Hurr)cane Zone U4MUM ANCHOR SPACING ARE cam TUECa INC' 40mm SLAT ROLL —UP SHUTTER o YAW FOR 3 EDGE DMANCE IL litt Q �ya. t'OLUy SHtEt� INS °AM TUN TOM* eremramuaaOaarwanr 0* L � ' � dtmc� ',i, • • • ,we., R �', MWM N. AbpR'' ea -�fi��9 ,a» meam. my .m. +emom. aox mrawum ao jum NW O p L, 44107 mn mare vAm SJa.Er 4 a� ie Poom comam1E Rfar (r-j= P-4 MK) �h POLM Comm W/ 'Y61crKOMM EW O PM 4* q WON $ Y ik M ( M-am A.& O O C-L Alum, ANMS W/ • TA-CM ANL7IDR5 ( mo t O - © r r/1kr r/1 xr FOR AUAT Ei/a CGNalm (°1/414 x sroRdr RAR DfP7rf (!1 (/4 a rMWN A f r/aSri r/a xr/exoa f/2 SMf6 V.CH SIDE AM ANM.E M. SIDE MC � SEAT & SPAN C9'' - '� OC NAU ANME W (1) J/@ % RWX & DMON LOAD VNDER Wpd. BOLT rz ANGrCR A7 EACH ME MR DPSIMi ta4DS BETWEEN 90p0/ aR V MWIM ro� LSE' SAYE CaA eam L D '0 d FOR MAX Sur & IC O BAR SPAN L88TATM DESIGN La4l 100pxr AND ANY SEAT & SMRV of F A ANGLE / O O7 D (2) 1/4'01 4' 7EK SCREW Ar X; SIDE SEC770N S — S (FOR iiXEO STOR/ 8AR} WEOa�i of sCRew ar �E 9a4LE : 112' — 1' FUR ASMAUM S WO CCNCRM SECTION S2 — S2 FOR P SMATICN / xf B' 16E (}) 1/4 sx7/a' GVX-M ANCNCR ! SCALE : r/4 8Da HEADERS CISE x STORAi & EACH UE AT OVUM OF AME FUR EACH SME (2) 1 4 ANY SST & STOW SW SPAN & DMOUN Num. ANME FA SIDE D LOAgS BETWEEN Mpe1 m r-3/4' 4'-., i Lw SA YE CCNNECRON W/ FfIL1.Y M 5 FU R MA MAr & SMW 84R a e e ANCNCR FOR DEMON LOAA4 0WATER Trial MpO AND ANY SLAT & SMW BAR SPAM1: t/3E' (1) 318 0xf f/4 CALK -M AM1�YMR ! D ETAIL A FACN SATE AT QEYrFR OF ANGLE MT.S * 1/4' 8_2a OR J/B' 0_18 NOANE XRM USED -"MY RE J /4' i x VA x x 1 114' aµK-X AAVAM t r }CR () a) 1 4 SS, MIS Y j LE/T 7 YO AT ME V W/7l oali2 wm NII,T YM SOW SEMN s - S (� REWOVA-M �?o��r eEa} rAKE s -- SCALE r 112 - 1 P&M C M7E W/ 4""m Imc* SS — � REMMM ON GRMT tom) SLO Mu RrMwM O O Eow f vhu O O J i0R J/8 C OOfK -G1 ANCIIDQS S00' -. _.... _ _ l 7 l RM J /ero RWRf �M7 TL 828 W AWWW •: cawr m MOLINT/NG SEM N V —V() INSTALLATION :MOVABLE STORM BARS W/_L.ONC_AAfCHORS WAIL h/OLM.M.M. SECflON V — V(jj /NSTAL!TION ( SE8 NOW le art ANr = � wM BARS +� CO CmM S ANCNOIPS wx : 1/4' - r' SANE 1 1/4' E - 9 7 eE SEVZOW v — v 0 0 DES "L° MAX LOAD '1N ° MAX. SLAT SPAN STORM BM (P.S.f.) scncE:Mr.s SPAN 31-01 5.-9. 80.0 3 -2 5 -5 0 .0 2 -11 4 70 @C CR 2W7kAY.)xr /4' CaNT. AUft AMM W, OF {{4 S /B a TAPMV ANOtORS TC G V" CONLW67E x f 1/2' x r I BLOCK OR POURED MOVE MU ° � AS O 4° as AT SMM 84R LOr•4W N APO _ REST 1/4roxr J 14° TAPCON O 12' as .V 11V711 47 1 - Q 1 - scncE:Mr.s ORO AL7ERA nMY 70 3 iBi1 TAFCON XL y PROAUC7'r+E'r ".3'7 ( v ear TL u as °�aN'� w" au etwiaa &i° " m CO ppMM// WaLr • s• as io 2 Kpoev J—�8 • • •• � hA °1`h • •• • • • •1aP DctCOmm �Y� • • • • sf�tE :•M tW 8 • 'AR6tE • • • • • • • • • Flarlda Amildln Cade ( High Ve Surrtcone Zone ° aooB It= 1NC 40mm SLAT ROLL —UP SHUTTER ° 9K IL BC Oi Ni. • l * ,* INC. �� FnNe & ME CMUPAKY • LUN • • • • FL =I RIR 74�A19! • turn ♦Z S•21 • 09 -039 °-^1Ob •• •�, w. LNAWO• lie ,e wAL7ER A -u. P.E. ftOWOA Lt0. 44187 1 , ax as-xie Stl6E'r s Cr ie CML Aftal AN= W/ ' PFCOra ANCHORS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r iPkt/a' Co M. A4rtn. AN(gE w/ Il J r�% Ab. o MR BWAUA� t t kid kr k � FMK � �CRM t i� t/ /Bke' -4 JN x t °A• TAf M AMOM O rY O.a (j�J / 4�' /4° TpC OE 4' AAICHORS, JS' (JJ J % Xw/K BOLT 77 (r o =J0o0 0 xL RwJ !a' as - FApI SaN> Alum ANG FA SID£ SLAT & SJJJRN BAR SPAN & Fl,,T -.Y /4• - J /4 °-+ D LAWS WOW 100 test. A AT EACH SIDE FOR DO= LOAN tNiFATFJt Q M 7J1A0t U _ iODpef AND AMY NAT tr StOPoN /'� '`♦♦ HAR N'AN, 76E (!) J/B A lfNml � I ! l 6'OLT TZ ANCHOR FAL7t �£' AT WOM OF AMAZ D PauRm ca\TRM II $ i J y1 `♦ w /4 t n / ♦ REWIRED U I I / ` I (reemceo µat Nat) 'r A , 11 S I I S 1 f " i I Ea ♦ (J) J /4ylxJ/4• IV II 1 1 ♦ -, _ -- I E OAO SMW Ar EACH SIDE wa , �. J Y4 • N S ( S£CT/ON S — FOR FIXED STORM BAR) tt AT 1 SIX B SCALE : ALTS SECTION S2 — S2 Q SCALE : N4T.S I I I 1 FOR tdLSTAitATIDN ( t/4 irJ/4 t f *1 1/a kr ek NacHJNE it 1 I I 1 O O O G O SfdlEY/ NDE ie AfC FOR D$TALLATNJA CYTO CONC71y p SCREW a a , • Y EMB Ff/LLEDDED r-J /4• • -+ JM•O ANCHOR aao I I OR O usE (2Q/4 vxT/B cxctha ANawRS ! II I FACN EACH ANDLE li7R ANY SLAT ¢ < • . (216m) I I STORM BAR SPAN k ASSA H "M ANCHOR 000 G OR © i t I LA (216m) Pat Opp( ° < , '• " '♦ a l7YWICRJ �� 1 S8j I /� AND T STORM a SPAAL U .lcrr�aJi.O s E DR �J Is 'A 'All . ar c�ENrm� AA t SCALE: t /a• - t • OR t/a 0-!J ENOME RAW n OR O I I 1 i (a) t /4v si tFm'u Batts w/ Mtr 50 410 - 20 tam J�vaY w/ r/4T/6 ii I I I i ' I I A OOR F OR J vxf r/a• CAtJC -w ANDS j II I I I 1 i I W/ ANptORS AT MW new am WWW u i i i ss av I SEC770M S — S OW REMOVAaLE STORL/ ad A� �D�D• Ma DT A)• II SEPAR4= m GL45S i 1 j SHEET fY OF lS SCALE: N. POW= CaVCMRM sa soaxw i 1 i T.S 5 t arrn CO AR t.000' 1.1 (BEYQMD) 4• MM MM JJCMESS � Willl RMLOM (BEYOND) E OR O (J n I 1 1 1 EDGE OF n � i I i �' E oa F �i A E O a�rs•(waey t /4' rxRt a+mL ANra� w/ POWi'ED �rclrEtE' W/ i I I I I I I 4 MM "Waviss / r //akt J/akJ 6• TO � � (6) S/t8'O TAPCOA x n I I Rf:7)f1Wm OR OLJT 4 Y4b+r�4' At.G1l. ANGL£ F SmE AS ANGiORS !RlOUt A'OPEtE SLOW II 1 I I I /y I I ntLm 60Jmmix S�Cwwtt�es OR POURED CaNCRM WALL O 4' O.C. AT I I 1 I 1 I moat WALL REOWAm. AT E40H SIDE StOJa4 &A LOCAWN #M A If i I i I 0 0 0 I "1 114%1 J /4 Ta IM O tY as it E OR �F i i SECTION S9 - S9 I I I I ---- - - - - -- Poum p I i I t \ . II I I♦ II g I 1 S Nli/ 4• .. 1 1 / U I I ♦ rY 11 AVERAATNELY TO 5 1S VJWN AL S I 11 (r_mw PA4 NDL) 1 / 4 000 I I \\ AACF1lNL tl9r MM OF II $ 1 } laI J/Bb XI/L'f BOLT TZ ANCAM W it 000 B , S�ye50' -6'ADn &W W/ ` 1 ' 0 POLMM CONCROT WALL O 4.O,a PRODUC ft I 1 t, IS I 1 E �,/ AT STM SM L0C4WN AND Rt:57 rrs ftca IhNFiocida FlI 3/t W= At Avow m I � I.' / / i • • • • • t/�"0xJ JX4' TAWON i ta aA $uJlmiJg CudO Am cavamr am am? t o n IT CA rE a r 1 it • I • • • • • • • • No - I MW teas c0' m r4 I 1 } OOALRfJE 000 • t • • • • • • • • sP.Jt�N�tEAasrae ' }4•� B • • • • • ••• • srALE: u r. s A� f /4i AT TAPCaY AKCHM A Byr, ,WA AW Wr A } ) • • • • • • • • • f39 � 114 v GAVr as m 50 • • • 1 � \ ° • • • • • • • 04, Ta3s PLadnrdCoatrol of ar tmt AMY DEM Law AND spm ♦ / `. MIL 4 �� ftti- -.740D ast 1fpG) Fm J/e•A KhW Bd.T TZ ANAYM a/B' 4lr�s' a sR8/ m PotPSO wNC17E7E W/ X ' ow.. VIAL IrOR !/fv AAV aWn. AT EAtr! sa --- -- 4• LIDL Tlt>CMR'� ' Florida BuAdln Code 81 gh Vebc SvrY7cone Zone POLM W/ REauuwD ------ - - - - -- •• O0 rn.TECO MC.• . 40mmoSLAT ROLL —UP SHUTTER ° a CF!11d►G k FLOOR MOL)NRW SWIM V —V13I I&TAUAT/ON REXAM OR WW eJaar Watc RaRm FAM comasw OPnmL STORM • • • • HlELQ, INC. 4/J /oD WX FM OR REMOVABLE STORM BARS ►NfCONC= ANCHORS * BAR CONNECflDN • G hl a. • • • • WjI �� t y � g 1w New 117 F 1 WAIL MDUNflNG SECTION V-10) 1NSTALLAflON � A • • • • �, A,� sGatE: Nrs 19wm t{a0l191J -,m M Na b Ft 31,A ;Z O -9 K Axer t fSalO WA NNOd SM SEORM AM DEMW so" : 1LT.S. Eg-OOD N Fec w m®rs as tlw w wesOmx mr smmAa m APaa smNN wRHOUr S£CT/ON V — V e1 W YM A. Wj a E oP xe JUN 4 Fl.IafmA T y 0167 D . ..... . .. . . ..... . . .... Isa r /6' font Aim. AN(,tiE w/ rY1'kr/e' PwQ. A7�m�. ANGLE CDR ASTALUAOM INTO OONfME7F, 1 1/"F 112 -4' ALUM. POIRED Ca1Y 7E w/ 1 /4b x r 7 /4 ° rAPCON W1 4' NM.>HIQ01�5 ri x r a'i• TAWW ArNOlM o / ANp S O rz as (J) 1/4'0x3/4' 7IIC a x z x r e'r o=a• +� (a� AA X M? ANCHOR$ Flat . w/ (r J/6 ° 0 Rxsr( ear ?z REQOIREO ANCHOQ A7 S70£ iDR ANr i• ra' as SCREIF EMat SIDE Alum. CN SrDE Sw t & OW DESIGN im AIM SPAN 011MV01 AS (ro >3Q7o ast amiLl I 1 I "tea•_ _3 /s °'"' R DE37 to J/4' J /a' / 1 / / A� ! mil L9 FOR S. SLAT & STORY R4R •m © Rr& LW 84R SLA & SrD O t FOR VEM LOADS p O C (a7FAT®4 AIAN JaODar daa✓ETf -/ 1 I AND ANY SLA T & SrORN H4R SPAN, 1lSE II i ,••� •.``�� Q w 4 J. eon. t O (1) JO" AM HOLT TZ ANaMR, EACH Wa11 / k- ODE AT CENTER OF ANGLE 11 i s r t REWJMcy.,.u {.a If i r - i j / ~ - -` l J F1 immu Racm W/ Nor a J/e s ss 11 - Q SECnw S - S (FOR FIXED STORK BARS EDGE of DTs 8 i SCALE : Mr .& WALL SECTION S ?. - S2 tl i i FOR R6TALCATION FOR RbTALLADONS Wro CONCRETE, SCALE' : N.T.S ( ��'rO }�lowm USE IBE (aJ 1/a 0x7/e titLN -IN A14 ! ANm. a x 1 � & Z12) EAfSt ANG FOR ANr slAr e o o H (D-@ J/a a /a' DE•wr irA a° n 1 & r SUSS SANE CEm w/ TA916 d$ FaP M" X rot 1 j j tYhJ • I I SPAN tDOTADONS . S+ p I 1 N OOR Jt I 1 I L&_ . OEM WA0.0 f OUM WAN r�1 ° . 1 1 oR Ft o AM ANr SLAT & S7ORN 8AR SPNl, 115E Waim -' Q (1) r /a•�r r/a' cuN-cv aNCHDR ! Fuu r &w -m DE7 a atoll 2 OASY It I i I I S �� I $ 1 S .... -__ _ FAG' H SIDE AT CENIFX Or AAY.YE Wro ANCrtOR SCALE : ALTS (2) 119' 0 SS 4 1/40 -a0 OR 1/2'0 -13 MACHRE S usm d y 1 1) tl t I I I I Q OR Ft THOU SOUS W/ AW w/ 1 /40X7/9 OR I/r*l 1/2' GUK-Et ANa+ogs If I 1 I I 1 I A REPTOMaY SMALL BE DEFT 706f7r1ER W/ ANGlORS IC AT THE TWE S10RN BARS ARE VED. (SEE DE7. 1 + 1 I I I 1 1 1 SECTION S- S (Fsi,♦4' REMOVABLE STORM BAR) N• ii +I I I I SDStRAD ro E 1 i SCALE: ALTS. BLE 3B i i i D t oR Ft ox 1 OF re I PODOm C7E Nf/ �i SL>MAarPoW M CASs 1 1 I I 4' UM B) •L ° MAX. ax 1e I I A J � Om LOAD SLAT STORM BAR ii I CBErDADJ monf WILL amoumm 1N• ( SPAN SPAN 80.0 t t,_s° (�J a.oDO I 1 D Oq F1 3 -2 JO' -11 ° u fNUJ i i 2.". & OF 2- J t 9 O I I I I I I I I - - I I I 1 ANGLE £ ®� Fi a76 (4AXk1 /4 ALad Ata& W/ i I 1 I 1 I SE 1 $2 1 I A COMEMRATMft a' 9)' 9�//r90 UPCON A CONCIPIM OR P01:40 Cmycilm ANfaa>RS 70 17LLEa II I 1 I 1 1 I/27r1 1 'kf/B' ( WALL 11 I 1 I I I O O I I 4 f/40 SS ALI1K EAa! SW AS O 4' Or. At STOW aW LOWIZAN AND 0 1 I 1 I I I 1 � REST 1/40XI J 4' TAPCON O 12' OX. n } i I I SECTION S1_ - St 1L I I 1 I D OR Ft i SCALE: let i Sr ---------- II I I I 1 j Foum farnvcwerE W � D " II s s s ( PaL N&L) \ i 1 r rDre> cat x1 or i If o o I (2) J/e a rtw2t aaa 7r ANataes PRODUCTRMED e'2 I I / \ ro POtPIED CON(TE WALL O a r/ 'O I i I r I as Ar 57ORdt 94R t0(� AND W 3�&ILH7'IBe ro i81ED T£ @OfX 1 I 17 1 • • • • REST Rr • • nu aft Code SI FO1 R COME Olt A7 lTOt 1 Ig I e l 1 n M ON rag m m b F+4 i i 11 1 • ora ^ lC • • • • • carmratAO O - �7 i i Aka slow a rz m j I jl • I • •• • • • • SPAt£ : O r s a 1 Aft • I •• • • • • ••• • •E rO raL9NO Ar 1 I i r FaHS90 y� a O O • • • • • • • • nefaa� Fa+ �, rAxwN aovF� Rr sn+N a ta° I i I i • • • • • • • • Gomm OR t 0VX-W ANCHORS 006X UK) am (re° P•+•L far J/e0 NpOt =T )Z 8/B' LBE (r/4v ss IMw ow cDMr.SACiat /NEE 6. res ID BOSAt 6AOt S + i `� Florida Butld1 Coda H Veloc Hurrkane zone FOR PaLOED oD ua w/ w • •° TO • • 40mgf •SLA! .R -UP SNUITER D' t en QMW A FLOOR MOUNTING SECTION V -VU) INSTAtI ATION ar > 1/a' va• rr oR moor ---- - - ---- • as WZ RM OR REMOVABLE STORM BARS W/CONC M ANCHORS 9•l. m�` WA • ` C•0 t�1e. • • • �L LN SHIELD, INC 4 JI (SW sett 's• AR A TAT 7 OPTIONAL_STORM • • • " SIN t) Are SCKE Rrs WALL MOUNTING SECTION wY(f� 1NSTALiAI n N • XW N.M. 70th AYE. .wz fm mom MRS BAR CONNECTION x� pry u�_r Aaua FL sTraz 09 -039 ujdzvjw SPATE r RrS a - me@ NI}eapOOrW.eWn Ybw a Cdr . M r (.1b!)aW Wx 5Mrae SHIN SECrIOAS AA• OET,WS SOALE r RrS EB- Tt! ex x, nox a w xmoavrmr aQ m ww M. eAR you+ SECTION V V wAUeR a ' &. PE r ao , J 11DRmA Lta 4a1W sHEEr• as or re • • • • • • • • • • ••• • • • 000 • • arm 1° : a• x r /e° Cm L Am uME j r • x r x r/a c�a A4- AMW Poyam omtYR7E W/ r /4'0 x r JA* VMW AMMM o rY a s w/ 1/e s x 1 a/4 vac'ON ANCIM o ta• a s A2WUao law RECIARM It ausum n i i , r DT oa Fl u mr rr ,`` C O srs� •• Ilvow—LaWED _ _� 0 0 f SEC —S: -- L SECTION S - S : DOME STORM AW it SINGLE STORM MR SCALE : t /a• = t" it —aam• SCALE : 112 = t it n roF � it G O oa a it srsrEar G t! © O n u S i i CjDw l > RUM E F OE M— p roa _ i oQ COACRM MOW OR ° o a ii i i L D MASS ° oN Ft oPO4�aa COATREW WALL AT u D1 OR Fl n I y ri i I S�S27V ° faJ i W aou TZ 0 As Arnucams p i I C D II ro POURED n a x 4'. 1/e° um:. Cwt Am Ame h 1 I It A AT � LOLAMW 1 It i mnoae AT AS SraUCABL� 1 6 R ANCr a O fY as g It ar FACH a ram vrxarran) a SWAP AWN W MAM t D 1 oR F7 Sim 12 is it SEE i g p siaT 1a or r9 �� n i i J � rao09 zoo .o0m• .oro• ooa• roan° a000• rao0o• U I I II I I 1 (SEW) J n � I 1 II I I i I (>) I� I I i C O 3 it ELEVATION X p I 1 I I II j j I j O O �i S64LE : J /B a} e �- aoro i i i i C � It 1 I t I A p ° it sl I i u ®oR F1 j S I i I S 90irou II J II smw 1 I (e✓ Rl n s°3TEN (a r-) 11 PMM It ' It IM&M •• s II 8 875lEit Mom= •• ••• • • • • • f� / / •• f• ••• • • ••• •• mom • • • • • • • • •Q aEOfrflem • eQ. Fa REO oONLwErF aril ak9�i0ucyr/a• a0M AttaNYLW AAnLE • • 000 • • • • • • • SLAP= • 4• uw. rHra�s X W/ t/4v W ANUWNS • ra° as W/ Drrisinn REMM W CRWT aB TroN OF (2) J/S'b MW MT Ti Florida Bulldln Code H h 7e/ Hurricane Zone Fluor comm E60pC ANOM 70 PoORFO CONQRt7L' WALL • 4 ac 0 2008 TLMO pia WAU. REW M AT VRM 130 LO W21111 OR W at7Nr.EN vjm 1NtW EAR Go & FLOOR MDUNnNO SECTION V— , MAMMON W/ or f0) a/rBy WPM A Air W/ ro • • • • • 40mrx •SLOT ROLL —UP SNU7TER L.a R �A/ SPRING— LOADEQ SYSTEM + AT SMM( aaae swat WAU o s• as : • • ��•• wI� • • e�p/ SHIELD INC. 4/a /09 MU 114' 1* WALL Molamw SECW RE1lOVARLE STORM BARS�,ISPRINQ— LOADED SYSTEM + s�` �. a n • a2° Tsw ave SECTIONS V — V • sEE SHEET a re FaR SECS sou t /4• t • ~ '' "0" Mm Ft srn 09 -039 e -n� E urtew • aer awn moe.: tJmrrxe . , Aaeriv �r !! JUN A, TWT wn a �mr mar An: m mav+au wa DRAWING No Ar oEUOS ` JUN A llo. @ 1444167 ; wa m-me SHEET e or fe • • • • • • • • • • • f• •• • • • •• •• a• @ X J ( x r/B• com aaxn n 12' t 9 #A * c N nnaae s/ a• r aKea, x r /e• ca f fYBYt/a• Cxx. Adorn. , W/ s/ r /ear J /a• rnr f arKxro+s a fa• o c v,`arY.` foc saris o a° oa w/ r /® oxr Jo Ys'tdrY. for sragw o a• as —� --roR usrALIArtats AT ttJBE o 3cm rrsFrs a) Yaw J/� tort scRrW Fa tart & B smRm Q &9RS s (J) V • m � --� \ � � .--�• \ ` B Ei. SfDE FOR x &�STORAA _tl 118 - FI/ O 0 -, i 0 o O t (� WC R SCffW I I `" l � D I �` l EA f0R C /4' S mw aw IM t t a'kf 7/akl Y g• OWN am / I I I SECTION S3 S3 sou f/a• . r $ O O OR O i I i O O OR O J /4 J ,- r- - fxDE?tFfBNwn. ell aaxr mt I I � ��• �. I I q ORQ �� I I I E� r a&" I I I I 1 �� (z) J /a0 m rim FA 'f" ALTS W RUr SW S.T to of fe I A A SECTION S3 — S3 fCR t ro a rfOff I I W 1 I MAX J J C S@0 OR ( 7 �fae aLiH" 0 �WM APXJC4Re am um Az AHawR ro PaM C�a WM WAU 0 4 as �' x f e x sroRu BBAB -m N8£ Ar SHM &4RS LOlilffaf ar UW (BEYCHD) C A7RUM Of !a) J 0 xWIX � - SJ Bar 7 ANOAM t0 20DO' mht I I I I CCRCkE7£ WiYl. Ar :4. SlOAH amts LO Y x Y fkt x 1/,' Cant BuaB -o Aaro• � I I I I © I I I I A ALCmtrWt (GISE U ur roar I I A a� DJ I I £ F (efram) 0 I I as FJ ra• L r aom• B I of B BiBYf/< CoM. rrJBE (wsr p CAW ELEVATIONS r (r Ar mcH � m r • RB f ax Ac m mm) 0 0 I 0 0 0 o e $ Star f /e`� f• AWWW & SMW OW 8GfE0W MR EEd1A7/OJK L ANarOR fmr 8 � 1 6' Calf. Y x Y x 1 Cat _ OD= Ar A� ® f 4 ••• (4=B /ff'sr'1'� • •• ©'0 vrifh160Rlmida cm somrOA& torAnok REST O to Q a • � No CaacRrrr •nr •nt 4' dOR TfIIprNESS 4 VO nab • . t WAU 1 Btacx M roF atarota • • • • • • � • • • ®, Ft D B an Sa MME Dt i*o - SE CA E t, Ftoddo BuHdf H Code h Vol Hunk ane Zone FIXEp RM BAR CONNECTION AT BUILD — OUT • • 0 20 V 7 im W ' • • 40mrn •SLA ROLL —UP SHUTTER ° 1 to 1NSTALLAj,(�11� NS W/SHEET METAL SCREWS OR MA HC !NE SCREWS ; �� • • 7VL91ACSHIELD, INC. 4 31a •ace r f /a te► +` ) / tc • • • * t) •xar sPAH somas Arm @TMs SECT /!J/� V — Vf 3} n a� 4d6 w •a ct • �C XW. 74th AM AW SWAR ro ABOVr srranr tWnwtrf _ nm. e m � -,sm - ron tsonafs. �f�etor - aJ 09 - 039 swim anR d MADEtts Ee- aWerte .c x. a�unm wa eu xa amra. am auWdrJ Re 4 WN TaUJ 441 a 4u osne SHEET 7 of to • • • • • • • • • • 000 • • • 000 • • Z x 1'(A .) + !/S' Cad a` x J` ( x f/6" cad AWm Tt�^� I* x II x !/B' cad Ad=m. AAWLE W/ Ada4 TUBE W/ 1/1 J/4• t x Y x r/a cad At.. !!A! w/ W/ 1/4 4 J 4• FALCON Abp O ,Y u.:y r/4 A x J 4 W( S WW o r7' a G m TUBE rapdON AN�WRS ®ta aG t /4•tl x J 14' me SMW o 1a` a G m try / SF9vN'!- LC40Ec SPRMS -LM0M SYSTEM Maw COACREYE �-, ° k �, 1 OHO z� REWJM SECTION S3 — $3 / / I I SINME Sr ORM BAR SECn0M S3 — S3 Llrj LF, SCALE : 112° m t' DOUBLE STORM BAR ° .L ;y G O or © SCALE; 112' s 1' II I G O I ^L Top TOP 2000 d6=. I 2000' A•x -� W cavaemmm of II� I I (8 s MR) o E o II I am OR MIME) D or 61 C O D i I I I E F F7 rmattav a' G as APaLrcamE D 7AYC AT 57sRN am LM IM INt -- 1! I I O I I O O (= R 7x I I Q I GoNeMm SM °LOCA7AN it I I A B I A (A3 AMU" • 12' as A ZAP= ANCHORS 12 OF sm sm I � 1m I L, LOn t 1 7ON P•� % n lJn 1/4 ar EACH EFYgJO cavCENraarfON) II I I III J II I� _�.► J e ,� (BEYOND) II () P' x e x 7 t U /4 Cad i fir/ 12 r2.d&r 4�000--4AW ' 000 WV 12000' MOW I 000 I I I a II - -2•^� I I I ! I � ELEVATI II >L.E I I A II I I I II I �I J I j, SPAWS-W w W w ACT I Fto a1Y(HA✓w)x1 /4 G'0107. NJdIBRa1 AAYPL' W/ ,/4 r rAf- ANdN/R5 a ta' aG a` x J' x t/4• CaR, ti W/ 7AR/ Oi fP) J/a r rcrWC ^ 4 r 4 e x t / f 1Dr sr�sw PRODUCTpimsBD BOU.7 r2 A 1S m POU NED fdONCRE7E O 1 a a Ar S�Ry HAR • • • • • • • • • • • • w T)jaoybgwGL dm Flod& WILL 0 MURM COfHaSTE 61lii 4 aG AT BAR tOGttON LOq RE4(O M' a G • • • • • • • • • No RE 4• AM TAXV SS (s) s /+B'b ravcoB a¢ Af�JtoRS m r x e 1Ntc x t /4 caB: aLwmvw rra3E • • • • • • • • • QO M OROUr fd70Ur FatED CONYX2rE &opt OR W/ r/a s w�nH o ts• oc w/ • • • • • • • • • • • 'Lp�� Po may Ca76 WAtt O 4• aG Ar 4 de 6 COAYSgRATNW OF (a) J/9V x66f a�Lr n I WALL gmumn Srd& 134R LCOM L m PWII✓g0 a44'CRE,E NNt. O 4 as A7 • • • • • • • • • NEW A IM rxawr SmHII B4R L0GI170N CR W/COHCENRtATANJ • • • • • • • • • • • • CASE / � ls) 11TO C RO W rmx A W/ t 114' �x D W PtodactCamnt fQ EI a ? 10 C FOLEO LDAY IS CASE M Ma A S rsMao ern wut a 4• rJda Butldl Code HI h Yol Sumcane Zone oa a1 s2RLr ea7 Loa4RUAL o aooe MrErn WC. REMOVABLE STORM BAR CONNECTION AT BUILD-OUT • • • • 4omr».StA� ROLL -UP SHUTTER t JNSTALLATIONS WfSPRINC- LOADED SYSTEM * • l ' �! • • RpL�I "SHIELD, INC. 4/J/09 scArs: f /a•= r• • � GC • • • !) MME 11t OINFIR • • • • fh AM SECTION V - V(3) °� _ ' A A m .11 -�, R x 22 09 -039 • BEE stEEr a of re roR S3Z'S a -.ma0, t9tm�oW.wm nm. , r�ra�04v -an . ar, camue.�. e DEURS X16 41L eA®vs ,1a Aa r. emvsts 4m ORAIpJBi No f t r rra.'fEN A i m e0 eta1, ' Q 1 nDana uo 44167 aw B w ig . ..... . .. . a- J /es•NJ& aw BORON of xEMEP ! f��, �, yg tii (awr -ra) ktvisan� OR t711a�PElE stnO ' I Iq fi , X. Y D1bIEWONS FOR A ioF OF sum j { I j ! g GM TYPE OF STORM BAR '' 1 I'I 1 i i ili iIi I I I I I aw ME III I III g i iI{ ili � � I � O !! 8/Ja• tta/Ja' I'M ISTHYum I I I 1 /Ja• 2 23 SLOW 1 I I 1 � t aJ /Ja• I i I 11 I i I II I II { 1{ {jl j I j O / wtr JaJ/Ja tJ/Ja• J i slir I I I I {{ I I I Ijl I I I 1 I t t aJ/T1 a aJ/1a 6 ! 1 ! iJ /Ja° J tJ/J8 11 b I 11 I'I I III FAM WE FROM cF smw am Bite to SIDE V1EW a te , BOTTOM SPRING - LOADED SYSTEM an SPRM SCALE 112'- i• �, C j jj j �j jIj 1 1P 91j r I I I I I I I I I { I j 9 4 I , .• ° ° q 1 l j I 1 {! { BlAdi j I p d i j I •, j I •° r ---- •r - --- I 1-J r I I I' I 1 I --vlh 1 .. 4 1 I IiI I I I I i I ° Y 11 0 F S AJ F/1CJ1 1 I � of siarJr eaa � � � g_J /e•� I �m,��s� � I i }iI sworn£ le061- a111?tLttO• .arJ• .ns"•� --I �-- --- °'tl I .J7E { { FRONT TYP Y • toirm xuR 117°. J/e -1ex4 t/Y I i SEE Sia✓mfRE ,\_ SA up F SIDE VIEW ii :e w i' j I TOP SPRING LOADED SYSTEM ENGAGEMENT HOLE DETAIL 112° > ?` (19 CONCRETE) FOR REMOVABLE PLASTIC BUSHING: SPRING—LOADED STORM BARS DETAIL 1(ISOMETR /C� SCALE i I I SCALE t° r° Woo@ © a I � xoTEs 1 { j aJ iebt aurm" ( ENGAGEMENT HOLE DRILLEO IN CONCRETE SHAD BE 518 ' ! A W DEEP, W 111?8 MAX. TOLERANCE IN BOTH D?AMERN & DEPTH. I �' OF ST•Oi 7ilk { (2) OrAGEMMT HOLE DRILLED IN CONCRVF SHALL BE 1 +� j ,�� { - PSWIMNENTLY PROTECTED BY WING PLASTIC BUSHING I 1 (SEE DETAX 1) INTO HOLE IT SHALL. BE THE RESPONSIBMY OF SHUTTERSS OWNER TO PERUM MLY KEEP BUSHING I { FREE OF DUST & MOLD BY REMOVING ? FROM EMGAGEMEM PA r � j HOLE; CLEAN ?NC ?AND REPOSITlON1NG ?IMO HOLE AS gmldmg Co smm 1` INDICATED ON ABOVE De ALLS • • • • • • • • Aocop==No i i ' 1 I { i • • • • • • • • • t ! b j TYPICAL SPRING — LOADED SYSTEM FOR REMOVABLE STORW • • • • • • • Dfvwm { I { I { BARS AS ALTERNATE TO THE USE OF CALK —IN ANCHORS Frorra, B ode $T h v ai,>ri�iia zone Jm• I I • • 0 ° 7p7 • • 40mmoStAT ROLL -UP SHUTTER m � of — � :• �V �Cs�!lte.i • :'� WELD, INC. `DAM TYPICAL CONNECTION TO A M 74th ae. STORM BARS (SIDE V/EWI 0s -039 Sr". ?12 a t` FWPoW Ltc. /{'4.18 I 010 at-a+s ' Sim a wig t • • • • • • • • • • ••• • • • ••• • • AM.Wao amNr m s/ 4 Am q�tU a t�aW.e r /�wr sN' a7reRnuays' aV:P7itrt /6' txat ' xwsR A b tr a c _ AUA WN nW w/ akYkiJB'k0' aVA&W ANEW At eRNLClON w/ j4 t W! 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L M1 a (� J/a'a MW 0X13 At ') EMS= MASS w/ AgaimE Rwu SF rA� )'/6V aar i5r' TAM NAMM { J ALTER WALL ARX MING: SECTION W-VM) e/s EJV 01 OR Ws WALL MOUMING: SECTION W-W t- ® ® Sara, r/r- r• NOTE VAUD FOR ALL SPANS AND tDAD COS(BIN MNS I J NOTE VAUD FOR ALL SPANS AND LOAD COMBINATIONS I p$ r/a• r nW: sous I N @-0 (gy, MP a eo<tDRJ 0 I o rnamtn amnmarr w/ tktkt vkcox, ALlN A,YCGE w / r t 0rr/a• rat SG�w ra• oc .wo• Ra,. R - f I FLOOR(CEIUNG MIND: SECWNW -W (1) W/O NEADfN tvramm PAM ) 12WV /4kc -$• (eoer -ra ALWr) Awm. /a• /A' I Agar AX SW W (y 5/1810 TAPCMv X SECTION W -W (2L W/HFAHDER t�„„ raAr� ooRrnar t/a• em EAmroNmNr m atWSere w emN tt$marnss OR POLM CONMAM ww. OR SCALE: t /e• - 1• Wnar IWL � f a I NlYgf eOt.T =2;t M NA r. 1D POCKED ©ON ( I ( tom ( � TIM Was m KV.A N ° ° I WALLMOUAMNG.MULLIOMCONNECTION _ H H r r ALWW$M ANME (a) akNkr/skG =s• ANm ANaa w I J AT TOP 41 BOTTOM: SECTION W -W (1) I I (a) r /a•0 mau oar to mum r H 4 I a) s o x WALL rr rr W a° Nm. I sxtr , t/a• - r• USE a knl /ak$ =S' Ak avaas JIM I, RBVtSED ma om W r mtuo -arr nam 9 7 S • WALL MAY CaVORrE a= m Law t °�a swmthe na" yy I • • •w S8Ai1 ffi a1@W� ��Yat AU GRPJER YULUOX No s2 .C�/ Q t ELEI/ATIO X1 ELEVATION • • • • • • • • 000 • ©0 r I to old scam: t /e•= t• scArr: r/r- r• ••• ••i • •i ••• i i ••• p r. r Ata1RaM AAara I H I✓lorkiG $u)(d Code $(h V~ $urricone Zone ON 0 P t TYPICALHEAOERCOAWECTIONATENDS: „ °2 , rum0 ; , 40mxr•SLA4T ROLL SHUTTER esAWror. J SECTIONS W -W 1 G ELEVATION 6 1191 t e d.m .. • K �C4� IELa, INC. �� . . � 0 Darr satE : t/e• - t• r r w rr,« co a r + 09 -039 e- man: mt+oo.aclaom vnm. , (amiNv.�ttM. rte, C�mx*a -air Ee- aooe •m• a� ma �o. N:aan. oar eapawuma° JUN 01 2m ua µlei " °"° sr(aar sow to • • • • • • • • • • ' . ' PV&7RAWN TO OWING Nm. T6 ALLOY) Z000 A& Aft PLAN A & COMER 2 4' WOW SnVS REOLARED II CORNER 0MCAL) 1 0 04 SCREW To Coma WOW Sma ,g CON. BUZD-Wr MM M( SCREW IA LAG SCREWS REOVRM A& ( 63-716 ALLOY) W1 1/4V LAG WOOD Sw 1. PASPIUATIUM ARE 00 mk2i DO PW IH3122 09-039 4057 aw it OF re ~ | SLAT PERFORMANCE CHART MAXIMUM DESIGN PRESSURE RATING "W (p S f } AND CORRESPONDING MAXIMUM SLAT SPAN I" FOR TYPE I SLOT (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATNEs LOADS) 0 o Q MAr TYPE MAXIMUM MINIMUM 5EPAR4710N SLAT SPAN TO GLASS' .�. C o 0 ALE Ma TIME WAME I - -t 4ao OR LESS 4'-0* 27 a s /8 C p 45.0 s=ro• 2 718 a 518' SINGLE SPAN MULTIPLE SPAN 50.0 1' -8 2718' 2 5/8° 5x0 J' -7' 2718- 2 5/8° SPAN LAYOUT 50 .0 3 -8' 2 7/8 2518 aso 5' -5 2 718' 2111 70.0 J' -4' 2 7/8' 2518 710 X_J• 2 718" 2515 Sao J'-2" -- T — 71e 2518 85.0 J' - r 2718' 2 5/8• • SPANS YAL10 FOR EVERY 5$7ALjATt(Jnt LOGITED AT ANY £LEVAAON OF BUILDING MEASURED AT BOTTOM OF SHUTTER. 90.0 3' -t 2 716° '51' M811MU1( SEPARATION TO MASS FOR SINGLE AND MULTIPLE UNM SYIAU. BE MEASURED FROM BACK OF MAT TO GLASS. 85.0 s' 2 7/8 2 511 - •• MINIMUM SEPARATION TO GLASS FOR SHUTTERS INS 100.0 -tf TA(LEp 2' " 2711' 2 518- RSQ .TO' � � � T� THE Max, ALLY — 4WAMAJIUM to MASS 105.0 2 -rr' a 718' 2111' "' M ffUUM SEPARATION TO GLASS FOR SHUTTERS WS TALLED A80VE J0 -0 • CIA O N. OF MUM, MEASURED AT BOTTOM of SHUTlF�7 rro.s a =ro° a 7 /e• 2 s /8• I ISO 2' -r°' 2 7/8° 2 5/8• TABLE l : t2ao 2 =9' 2718 2S/8. 125.0 2 =9 2 718' 2 5 /8• SLAT SPAN (ft) MINIMUM SEPARATION TO GLASS 130.0 2'-8' 2 718' 2 5 /8• IJ5.0 2=8` 2 718' 2 5 /8' 48' OR LESS 2 718' t4a0 a' -7 2718. 2518- 145.0 2' - 7 - 2718 2111' ,ygjg : THE TOTAL SLAT DEFLECTION AFTER ADDING 150.0 2=7' 2 7/8• 2 5/8' THE DEFLECTION OF THE HEADER AND /OR THE 155.0 2'4' 2 7/8' 2118' STORM BAR SHALL. NOT EXCEED A MAXIMUM OF 2' OR LIM IN THE POS/ W DIRECTION AND 180.0 z' -s° 2 71e' 2518- A MAXIMUM OF L130 IN THE NECATNE DIRECTION. PRC0=1t9VIS® • • • • • • • • • NCO • • • • • • • • • • • • Prodm ce nol DAvlsroa Florida 8u8dfn Code Hf h Y Hurricane Zone • '�'� • 40mrie•SLAT ROLL —UP SHUTTER mw er. LQ i • h d i �.•` V Altle. • n SHIELD, INC. s/3/oe Tmm Tamil t O N • • • 1) VAS a . WK �,ani, • nom., t . Mi , mu 09 -039 l 1 1 m ma. �manr ,or ecr masw wr AVAM N. UN 01 r n L1N 44441 ao ,. sow rzorte . . . . . . . . . . . .. .. . . . .. .. STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE RATING "W" (M. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM STORM BAR LOADING CHART BAR AND STORM BAR SPACING MAXIMUM DESIGN PRESSURE RATING "W" (p, s. f AND (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM MAX. SPAN FOR STORM BARS W/REMAR CONCRETE ANCHORS BAR AND STORM BAR SPACING, (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) w , 10,/ " r Rx l AR eraw,uUd+ C 2 t#v ' x 1 r 8 x 3/I 8w B° 0 2• x P 3• B x m 1/8 • E z• x J 4 x :�6 A/A11: SPAN FOR STORM BARS W /SPRING— LOADED SYSTEM ota/cR LOAD 4r slam aw vwa SMW BAR SPAM k smw BAR sPAtmo 71PE t STM BAR 1'i 1YPE' 2 S701m 84R E "FE 3 SW" &W 6 X-o 3' TO 4' <.r-0' 3' TO 4' S' J' -0 J' TO 4' MAXIMUM O 2 x 2 x 3/16' UO 2'm 3" x 1/8' 2"x 4"x 118" 40 OR LESS 6' -0" 6'-0 8'-0' 7' -70" 10' -3' 9•_B° DESIGN 45 B' -0 6'-0 8• -¢• 7' -4' 9' -f t ° 8 =J t • LOAD STM BAR -AaM �[ sfm aw SPACms �/c smw aw SPACmB ' (p.s.L) 50 W -0' 6' -0' 8' -!' 7'-0' 8'-8° 8 -6" < 3' -0' 3 TO 4 ' r: 3' -O" 3' TO 4' 5 3'-0 3' TO 4' 55 6' -0' 5' -to° 7' -8' 6' -8° 9'-4' 8' -t• OR 4' -5' 3' -4 8' -0' 6 t0' -0' 7 6o W -0' 5'-7° 71-4• 6'-4" 8 -1 t' 7' -9 45 3' -11 3 7' -t' 5'-4' 9' -2 6' -t1' 85 6 =0' 5' -5 7' -1' 6' -1" 8' -7' 7-5' 70 6' -0• 5' -2 6' -10" 5' -tt 8' -3' 7 -2' S0 3 2� 6' ^5' 4' -t0 8 =3 6 -2" 75 -0 S' -9' S' ' 6' -7° 5'-8° 8-0° S -1 t ° 55 3'-3 2'-5 5' -10" 4 -4' 7 -6 5 -8 50 5' -7 4' -10' 6 =4" 5' -6• 7' -9• 6' -8' 60 3• 2•-3• 5 4 -0' 6 5 -2' 85 5' -5' 4' -e' 6' -2' 5' -4 7' -8' 6'-6' 65 2' -9' 2' -1" V -11 3 6' -4 4' -9" 90 5'--3 4' - 7" 8-0 5'_2' 7' 6' 70 2' - 6 ° t' - 1 t" 4' - 7' X - 5' 5 =11' 4 -5" 95 5 ' - 2 ° 4 ' -5 ' 5' - 10' 5 ' -1° 7 ' -1 " 6 -2 ' 75 2 ' -4 ° 1 ' -g ' ¢ '_ 3 " 3 ' -2 " 5 ... 6 " ¢ - 100 5' -0 4'-4° 5 4' -11• 1 6'-fl' 6'_O' 105 4' -11° 4' -3° 5' -7' 4' -10" 8' -9' 5 -10, • STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM 110 4' -9° 4' -2^ 5'-5` 4'-8' 6'-7` 5 -s' SLAT SPAN SHALL NOT BE EXCEEDED. 115 4'-8' 4' -1" 5'-4' 4' -7 6' -6' 6' -7' 120 4' -7" 4 5 -2" 4 6 -4" 5 -6 125 4' -6' 3' -11 5' -1" 4' -5 6' -Z' 5' -4' 130 4'-5' 3' -10 5 4 -4" 6 -t 5 -J" 1J5 4'-4 3' -9 4' -!t 4' -J" 8-0" 5' -2" 140 4' -3 3'-8' 4 -t0 4' -2" 5 -10' 5 -t' 145 4' -2' 3 -7 4' -9' 4' -1" 5' -9" 5' -0' ISO 4' -1" 3' -7' 4'-8 4' -0" 5' -9' 4' -1 t t55 4' -0' 3' -6' 4' -7" X -11' 5 -7' 4' -10 160 4' -0' J' -5 4 -6 3-17' 5 -5 4 -8' • STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. exonttcrlesWSeo m mmptymgv nft Ftodda •• ••• • • • • • •• • • • • • • • • • AaoopimwNo O • •• • • • • ••• • • • • • • • • • • By • • • • • • • • • • • • M{aatSDeQo pmd�t Coottol �lvision Florldo Buildin Code ( Olgh Velocfty Burrkane Zone • °�: 0 : • 40MM.SL/1T ROLL—UP SHUTTER LA •• t•` •NC.• • • •g0l�ll_SN M: lAp, INC. A/1r • • • A 748, AW. wm fa n . r� ,- ,m,'•ee • � Fl. M122 09 -039 e -mail: tLtaw®eoLaom arm. � dmme -seal - rm � t�tu�meel ppAw1N0 Bo �y o i9 a w eaaraw 1FLaBM Ua. 44187 � N9K 818SI 13 •F' 18 ••• • • • ••• • • STORM BAR LOADING CHART STORM BAR LOADING CHART MAXIMUM DESIGN PRESSURE, TWO "W" s. f ) AND MAXIMUM DES GN PRESSURE RATWO -e (p. s f , AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF OF STORM BAR AND STORM BAR SPACING. STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGA77VE LOADS) (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) MAX. SPAN FOR STORM BARS W/REOULAR CONCRETE ANCHORS MAX. SPAN FOR STORM BARS W/SPRING- LOADED SYSMW tYPE 4 S10RN 8a4 rYPE a SCORN BAR TYPE 8 STORK aw TM 4 SMW W DT ME 5 SMW MR FT TYPE 6 SWW SW MAXIMUM O 2 X 4" x 1/4' (2) 2' x 3 x 1 /6 1 (2) 2' x 4' x 114' NAX/NUN F 2' 4" x 114' (2) 2"X J° x 1/8• (2) 2° x 4• x 114° DESIGN DEMON LOAD SMW aW 9+AM SMRM MR SPAaW Yk SMW aw svxare � LOA � f 7fc sm" W SPACM 1(r SCORN OW WaW. 7It SMW aW SPlr.M (PS.�) S 3'-0 3' TO 4' d 3 -0' X TO 4' 0 X -0 3' 1D 4' , lc 3' TO 4' S X -0' 3' TO 4' S 3 =0' X TO 4' 40 OR 17' -70 it' -0 10' -3' 9' -B i4'-l' 13 40 OR LEss 10'-4' 7' -9' JO'_3 9 -6 14 -1 12 -1 45 11 -6' 10' -8 9' -11" 9 =3' IX-8' 12 =9 45 9'-2 6' -t l 9-11" 8' -11 13'-8 10'-8 50 /1' -2 10' -S 9 =6" 9' -0" W-4 12' -5 50 8' -3` 8 -2 9 8 12 9 55 10' -it' 10' -2 9 =5 8' -9' 13'-0 12 -1" 55 7' -6 5' -8 9' -5 7'-3 1Y-8" 60 10 .8" 9' -}r" 9' -J 8' -7' 1 12' -9' rt' -10' 6' -11' 5'2 8' -11' 6' -6 t0'-8" 55 10 -4' W -9" s =1" W -5 12'-6" rt' -7 70 10'-4' W -6' W -11 W -3 72' -3 rr =5° 65 6' -4' 4' -9' 6' -2 6' -2 9' -11 T -5 75 W-1 t' 9' -2' 8' -8" 8 t2' -0' 11 70 5 -11 " 4' -5 80 9' -tt 8' -tt" 8 =7` 7' -t0 r1' -10 tr' -0" 75 5'-6" 4 -t" 7 =J 8'-7" 6=5 85 W -10 8' -7" 8' -5' T -7 11 10' -10' 90 s-a° 8' -5• 6 -4" 7 tr' -6' to'-s• * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM 95 s' -s' 8' -2' W -3 7 -2" 11'-4' to =7" SLAT SPAN SHALL NOT BE EXCEEDED. too 9' -2" 7 -11 8' -7 yam• tr' -z° r0 =5 105 W -t1' 7' -9• 7 6' -10" tr =7' 10'-4" 110 8' -9' 7 =7` 7' -8° 6 10' -11" r0' -2" Its 8' -7` 7' -5' 7' -8 6 10' -10 r0' -1' 120 8 -5" 7-3" 7' -4" 6' -5 10'-8° 9 =11' 125 8'-J' 7' -1' 7'-3" 6' -3° 10' -7' 9 -to, 130 8' -J 7'-0 7' -1' 8' -2' 10' -6' 1 9' -9° 135 7' -Il' W -10' 6' -11° 6 -0" 10 9'-8 140 7' -9" 6' -9 6 =10 5' -I1" 10' -4 9'-6` 145 7 -7' 6' -7 B'-8' 5' -10 10'-2 W -4' 150 7' - -6" 6• -6' 6 =7' 519' 10 -7' 9' -2 153 7' -4' W-5' 6=4* 5'-7' l0 =0 9'-o' 160 7 6 -3' 6-8' 9'41' * STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. pgpDUCCt`�� • •• • • • • ••• • pT�ietoa Florida Building Code H• b Veelocity Huf/1COn6 Zone °2M 1V= WC, • 40m" SLAT ROLL -UP SHUTTER DAA{f?1 6n c.a .: • aAc n;L INC. ATE • • 1 p ALiK NM AM awe � o-I tmt w • n,,.,( Gymeua 09 - 039 mt w moon" mr ax a amts aar OR wm No J U RTTIN TER ® - 811 P E t G D �5 xie FLORIa1 J.1441 W 4 SNCEf 14 Of le •• • ••• • • • ••• • • STORM BAR LOADING CHAR MAXIMUM DESIGN PRESSURE RATING 'W" (p. s. f.) AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACM (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) MAX. SPAN FOR STORM BARS W /SPRING- LOADED SYSTEM ma 1 mA1r AS " mrar n T $ MA%fMUM z x a x J /!6 O 2• x a J x f/B ' �J a• x J 4 x f/B ' DESraa LOAD Sm"r SW WIMM atr =M OW WACM aF Saner &W SPAGM •w" ( 6 J =0' 3' TO 4' 6 J =0° J' TO 4' C 3'-0° J' Tn 4' 40 OR LESS 4 -5• J'-4' W -0" 6'-0 10'-0" 7 =9' 45 X -11 X -0' 7' -1 5' -4" 9' -2` 6'-!f 50 3' -7 2' -8' 6' -5" 4 =f0 8 -J 6 -2 55 3' - J` 2' - 5' S' -l0' 4.-4° 71_61 5._6. 60 J' -0 2 -J' S 4 -0' 6' -1! 5' -2' 65 2'-9 2 -1 4' -i1' J' -8' 6'-4 4' -e' 70 2'-6 7' -1f 4 -7 J -S 5 -ft 4'_5• 75 2'-4' 4' -J' J =2" 5 =6 4' -! • STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED. STORM BAR LOADING CHAR MAXIMUM DESIGN PRESSURE RATING "W" Cp. s. f.} AND CORRESPONDING MAXIMUM SPAN "L" FOR A GIVEN TYPE OF STORM BAR AND STORM BAR SPACING. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) MAX SPAN F4R MW BARS W �IK/� i>-LaAQfB S!' W 1m> a sm�r aaR M a sroRa &W 1r1 a sm ar aw x 4° x 1/4• �(a) 2" x J' x 1/e' (2) 2` x 4' x 114 LOAD ak =W eat VA= * MW sae MCM Smror W WAM V" (AIL i.) 4' J' -0° Jr TO 4' 3' -0 J'70 4' 6 J -0" J' TO 4' 40 OR LW tD'-4 7 -9 f0-J• - 7 7 7 - 74 7 7 - 72 -7 95 9 -2• 6-11• 9'41• 6 -I I' 1J-8° 101-81 50 8 -3' 6' -2 9'-8" 8'-0' 12 -10" 9 55 7' -6 5'-8' 9' -5' 7 =J J7-8' 8 -9 60 8 -11 5 -2' 8' -ff' 8'-8' 10-8" 9 -0° pxaDUCl g�ylSBp 85 6'-4 4 -9' 8' 2 6 -2' 8 -f1 7' -5 •• ••• • • • • • •• 7p 9 - ?" 6' -1f' • • ••• • • • • • �' 7� O 75 5'-8' 4 -1` T=1` 5'-4' 8- W -5 • •• • • • • ••• • / • STORM BAR SPACING SHALL SE SUCH THAT MAXIMUM • • • • • i • • i • • • i i • • • SLAT SPAN SHALL NOT BE D(CEEDED. Prm> Divlelon Pfarldo EuJldf Coda (olob vadfacity Hurricane Zone • • *am, Tumo W- • 40mrm •SL L0, • W ROLL -UP SHUTTER m"a arf • • • V' 0.141x. • • • J'�lj1l SHIELD, INC 4AI0 saaee 1 �wr • • • i 17 • er 7 40 eve ena vas. , , lam7ue -mu 09 -039 ® 000all9 AR i omens as 9R i mwmr pQ ORAMaYa K. JUN 0 1 209 ue a�slei � � �,, wn. srUr 144 or ra ... . . . 000 . . DEADER LOADING CHART 94 MUM DESIGN PRESSURE RATING "W" (p s f AND CORRESPONDING MAXIMUM SPAN ' FOR A GIVEN TYPE OF HEADER (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) O TYPE l tiEAD£R O TYPE 2 tf£ADLR © TYPE J HEADER MAXIMUM 2 x J` X f/$' 2'x 4'X 1/8 2"x 4° X 114' D£SJON LOAD (P:: r:) STORM 1141? t87f.7tf S700M MR NFICNT STORM 8M HF91t7 � = 50' S' TO 7' 45 5' TO 8' 'r $ =0" 8' TO 8' 8' 70 10' f0' TO 12' 12' TO 74' 40 .0 OR 8' -1J' 8 12' -2' 8 =$ 14' -t0" t2 =10" W-6 W-6 g 43.0 8=4 7=11" 11 9 - f40` 72 =2" 10' -f0 8 9 -2 50.0 8' -f0 r 6 1D' -11" 8 =8 13'-4 fJ'-$ f0' -4 8'-5' 8'-8 5R0 8' -3" 7 =2" 10' -5" 8' -J" 72=8 lit--o" 8' -10' 9'-0` 8=4 60.0 8=1" W-10 t0'-0" Y -17 J2' -2 f0' -B" 9' -5` 8'-Y Y -1!" 65.0 - • Y 9 6' - 7' 9' - r Y —r 11'-6' }0' -} g=p• $'_J° 7-a" Y -6° 6' -4° 8' -J" 1-4 1f' -J` 9' -9' 7' -}!° Y-4" 75.0 7'-J' B' -t' 8' -11' 7' -!° JO' -l0 9' -5 8'-,5• 7'_8" 7'_ 1° 800 Y -0" 5' -11" 8' -$' 6' -10' l0' -6' 9' -T 8' -2 Y -5 6 =tt" 80.0 8' -8 5 =9 W-5 6' -7 10' -2 8' -f0° 7.-J. 81-81 90.0 6' -Y 5' -7 8'-2" 6' -5" 8' -fT" 8'-7' 7 Y-0 6'-8" 910 6' -5' 3' -5` Y -71" 8 =J' 8'-8" 8'-4 7' -6' 6' -10" $' -4" 100.0 6' -J' S' -J" 7=9° 8'-1 9'--5` 8 =2` Y-J' 8•-8° 8 =2' 105.0 8' -1` 3' 2' 7=8" 6 8' -2 7' -tf" 7'_f 6'-6 6'_p• 170.0 6 3' -} Y-4' 3' -10" 0 8 =0 -° 7'-,9' 8' -71' 6 =4` S' -!0" ' 115.0 5' -10' 4' -7! Y -2 5'-8 8' -9` 7-7 g'_g• g• -p• 5•_9• t20.0 5' -8" 4 =10 7= }° 5' -Y 8' -Y Y -5' 6 $'_l g' -7 125.0 3' -Y 4' -9 6' -!t 3' -6' $' -5" 1--j 6 5 5 )IRO 5' -6` 4' -8 8' -8° 5=4 $' -J Y -2 6' -S" 5 =10 5' -5` }IRO 5' -5' 4' -r 6=8' 5 =J 8=f Y-0 6 =J 3=g' 5'-4" 140.0 5' -J' 4' -6' 8' -8 Y -11 ` 8' ^1 - 1' $' -2" $' -Y V-2' 145.0 5' 2 4' -5 6 - 5 f• 7 to" 6 6 - f - 5 6 5 150.0 4' -4 8'-4 5 Y-$ 6'-8 5' -17' 5' -3" 3 =0° 155.0 v 4' -11° 180.0 4' -17° 4' -2' 6 =f' 4' ^70" Y-3° 6' -5' 3 =9° 3' -J 4' -10 PRODUCI'REVISHU • • • • • e • • •�"g " 0q •• i i iii •• �d/ •i • i • • i • ••• ••t •i 1 1 •• Control Flodda Bultdin Code H Velocf 8umkmw Zone • • ° f • 40rjalrl► S,V i ROLL —UP SHUTTER • Ll • • 1 1Ne • : • s RO GSHIELD, INC.9 • • • �l u� o error s = MW. • 7tII. 748' 2 e-mee: Nfxo�d,00m ea�i , a . -smr 09 -039 E9- W08719 � w maonex my ae r m�a ma ORAMNa xo P.E. HALTER A Jr. r WD m-xm da• ILOttlOA Lgl 44167 3107 15 at' to • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ' • • • • • • • • • • ••• • • • ••• • • MULLION LOADING CHART ' MAXIMUM DESIGN PRESSURE RATING "W" (p s f) AND CORRESPONDING MAXIMUM SPAN "L "(Ft) FOR A GIVEN TYPE OF MULLION AND MULLION SPACING (Ft.}. (USE MAXIMUM VALUES BETWEEN POSITIVE AND NEGATIVE LOADS) TYPE 1 MULLION TYPE 2 MULLDN TYPE J MULLION Nmtw r. 4' x f/B' O 4' x 4' x 114' ® 4" x 6' x JW DE-%W LOAD NULUON SFACM MW.LM VACM I4" (p.8. /.) MULLION 5FACadfi V 4' -0' 4' TO WI S' To 6' 6' TO 8' d 4' -0" 4' TO 5' 5' TO 6 6' to 8' d 4 4' TO 5 TO 6 6' TO 8' 8' to 10 TO' TD /2 E OR 9' -O 8'-4' 7' -10 W -2 W-9 TO' -tf 10' -3 10' -9" 16=4' 15' -2' 14' -J W-tO" W_ to 13' -0 4S0 B' -B 8' -0 7-7` T -f0 1 1=4` 10' -8 9' -ff" 10'=4' 75'-B 14' 60.0 8=4° 7' -9° 7• -3' Y -7` !0' -!f' 10' -2° 9'-7' 10-0' t5' -2' 14' -1' 13 =3' t3 =70' 12 =10" t2' -t" 55.0 W -1 7' -6 7' -f 7-4" IW =7" 9'-10' 9' -J" 9' -8° 14•-8' 13'-7« 12'-10 f3' -4° 72' -5' 11'-8' 60.0 7' -10 7' -3' 6' -fO' 7 =2" 10' -3' 9' -7' 9' -0' 9' -5' T4' -3' 13' -J' 12' -5" t3 =0' T2 =1' 11-4 65.0 7'--8" 7 -1' 6' -B 7' -0" 10 9' -4' 8' -2" 13' -ft" 70.0 7' -5 6' -11" 6 =6` 8 =10' 9 -9" 9 =f' W -6 8 -tt` T3' -7' 12 -7' 11' -!0 12'-4" 11' -5' W-9, 75.0 7' -3" 6' -9' 6 =4' W -8' 9 =7' 8 =10" 8 8'-8' iJ' -3' 12' -3" Tf =2' 10' -8 80.0 7 =2 B =7 6' -3 6' -B` 9 8'-8 8' -2' B' -B' T2' -11' 12'-0" f1' -4' f7 =to 10=11' 10' -4 88.0 7' -0 6 6' -t' 6'-4" 9' -2' 8'-8" 8'-0" B =4" 12;8' W-9' 11' -7 f0 =9 10' -1" 90.0 6' -f0 6-4' 6' -0' 6' -3" 8' -4' 7' -10 8' -2' 12 =5' f1' -7 fO =ff' 11' -4' 10'-6' 8 -Il' 95.0 6' -8' 6' -J" 5' -10' 6 =2 8'-10' W -2" 7' -9" 8 =t" 12 3" f1'-4' TO'-8 JT' -2" fO'-4° 9,-.g- 100.0 6' -7" g' -2° 5L9' to" 8=8• 5•_f• 7'_7• 7-If. 12'-0' i1' -2" 10' -6 t0 -I1' lot_r 9 =7' 105.0 6' -6 6 -1` 5 =7` 5' -Tl' 8' -6' T -1!` 7' -6' 7' -9' T1' -10" fl'-0" f0'-4" W-9" - 1f0.0 B' -5" 5' -11 5' -5' 5' -10' 8 =5' 7' -10' 7' -4 7' -8' 1I' -8 t0 -10' TO' -2° 10 - 1150 6'-4" 5' -10' S' -4' 5=8' 8'-J' 7 7' -J" r -7 f f' -8' t0 =8" Io t0' -5" 120.0 6' -3` 5' -9 5' -J` 5' -7" 8'-2' 7' -7" 7'-2' T-5" 11'-4 10'-6" 9' -11' t0' -4` - 125.0 6' -2 5=7" 5' -f' 5'-5" 6' -t" 7"-6' 7'-0" T -4' 1T =2° 10'-4 - 13010 6' -1" 5' -6' 5' -0" 5'-4" 7 -ft' 7 -5 6 =t1" 7 =3" 11'-0" tO' -J° 9'-8' f0 =0 - lJ5.0 W -0" 5 4;i1° 5' -3° 7' -10° 7 -J 6 =1O" 7' -2" 10 t0' -t' 9 =6 140.0 5' -11' 5' -J° 4 =T0` 5' -2 7' -9° 7'-2 6' -8° 7' -1' f0' -8° !0' -0' 9' -5 9' -90' - L 4% 5' -10' S' -2' 4 =9` 5 =!" 7'-8` 7' -1' 8=-8" 7 -0° l0' -7' W -10" 9' -J° 8'-8' _ 5' -9' 5' -1 W-O" 7=7` 7-0 6' -7" 6' -fl' t0' -6° 4• -7" 4 =7t' 7' -8 ' 0 6' -7' 6' -10 10'5' S' -6' 4 =ft' 4 =6" 4- to* 7' -5° 6 =ft , _9" NOTES : REFER TO ELEVATIONS ON SHEET IA OF 16 PRODUCT I- FOR MU I EONS INST W/0 M eas Ada yCmOu A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED • • • • • • • • • • • • A4�1 $l ;Ze " 2 7.0 -. 2 FOR MULUONS WSTAtLED %e SLQM BARS & y AOfF4 : ••: A) MULLION SPACING SHALL BE SUCH THAT MAXIMUM HEADER SPAN SHALL NOT BE EXCEEDED • ! • • • • • • • • • d' camel B) STORM BAR SPACING SHALL BE SUCH THAT MAXIMUM SLAT SPAN SHALL NOT BE EXCEEDED • • • • • • • • • • • • Dhldm Florido Bugdh7g Code ( Mich V&Iowcfiy Burricono Zone 0 2 M=0 a•. s • 40m" SUT ROLL -UP SHUTTER nr ,: r.r • La AT _0 o Ne • • i • 1 0tUJOSHIELD. iN 41-11- OW4 1) DATE TI EN01N INO CO • • • 0. 3r r " 1 �R U+ s eo • 9m.: 7 ; -aw 09 -039 uftemowtom EB- aw"I.1r. P.E to r nas me r m�mmi ma ONAS7A47 Xa Z Lm.aJ liowuA Lio 44,87 . BNEdT 15 ff re • • • • • • • • • •• •• • • • •• •• im Miami Shores Village 10050 N.E. 2nd Avenue 4f H Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 f f Expiration: 0610712010 .....__ Project Address Parcel Number Applicant 11300 2 Avenue 1121360000050 Miami Shores; FL 33138 -0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) Phone Cell Phone Valuation: $ 1 ,500.00 TGSV ENTERPRISES INC (305)323 -5755 Total Sq Feet: 64 Type of Work: Repair For Inspections please call: Additional Info: COATING (305)762 -4949 Classification: Commercial Available Inspections: Inspection Type: Roof Repair Final Roof Roof Review Fees Due AI110Unt Invoice # Invoice Total Amt Paid Amt Due CCF $1.20 Education Surcharge $0.40 RF -12 -09 -36571 Permit Fee - Repairs $150.00 $162.20 $162.20 $0.00 Scanning Fee $9.00 Check #: 15473 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $1.60 Total: $162.20 Building Department Copy February 25, 2010 2 Miami Shores 'Village MONTE Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 F E�B 2 &21 fi Tel: (305)795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 ,.... $TTILI)ING Permit Na. -- � � 3 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type BUILDING 'ROOFING- ,, Owner's Name (Fee Simple Titleholder) 13 � i•rv� v e� t��v7e Phone # Owner's Address 11'bQCj Q C - g t City 4 State Zip 3 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 1.1 3 O d /1(" Z .. kF City Miami Shores Village i County Miami -Dade Zip FOLIO / PARCEL # I I Z 1 3 6 C> ,o d o 160 Is Building Historically Designated YES NO )!57 Flood Zone Contractor's Company Name F'[nYJ ,, A t-UAA Phone # (0 9- Contractor's Address i�- �1 -, 1 pfi'` P City oL�`k State Qualifier Name , y. \ L o �, ^, o to,,^ Phone # ' State Certificate or Registration No. C°e cl 13 2 (o 21 A Certificate of Competency No. Contact Phone 3 z'> ca 1'S 'A 5-5 E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square ! Linear Footage Of Work: C L 4 Type of Work ElAddition []Alteration NNew ❑ Repair/Replace ❑ Demolition Describe Work: -�Y e64t•t ..�� , �44 �r,��'s��;�e�;� *�r Submittal Fee $ Permit Fee $ CCF $ CO /CC .$ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ . Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side —> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has , commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 sit for the first insp tion which occurs seven (7) days after the building permit is issued. In the absi nce of such posted notice, t inspection will o be a proved and a reinspection fee will be charged.., Signature - Signa Owner or Agent Con etor The foregoing instrument was acknowledged before me this The foregoing instrument 5 A � was acknowledged before me tlus day of J� r O(A by Jt l�%A n1�c,,1 Mnarr -�. day of 9 , 20 10 by - O m t Ar who is personally known to me or who has produced who is personally known to me or - who has produced ' fl As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: _ _ _ - &ti�ianaattari ®O 'p Sign: Sign: MITT Print: a LINDA N 'y a at florida Print My Comm. ExVM Jun 16.2013 � My Commission Expires C • mn n # 663031 My Commission Expires: ' ° �w APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06 /10/2009) . - Miami Shores Village Building Department' po >0050 N.E.2nd Avenue, Miami Shores, Florida 33138 DEC 0 4 2009 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. e PERMIT APPLICATION Master Permit No. - ' 69- JY78 FBC 2004 Permit Type (circle): Building CR Owner's Name (Fee Simple Titleholder) Qv r q t:��A� v Phone # Owner's Address — 1 1 - 00 f • e- . 2 fq `Y a City M A 1A l _ ®f e° S State e3 r 1. o A Zip 1 G 9 C c. z.9 Tenant/Lessee Name Phone # Job Address (where the work is being done) 3 6 b N 6 0 ``` o'' City Miami Shores Village County Miami -Dade Zip 1 6 FOLIO / PARCEL # i I - 2- 1 3 6 °° ® - 0 0 S Q Is Building Historically Designated YES NO Contractor's Company Name I v + �S�S �►h� • Phone # 2CLS- ?-3 Contractor's A 1 2 01 W -s GS S 1 rP City e1" State Zip 3 :5 e3 l 4 - Qualifier Name 'rut' rc> Phone# :3® , 5 - G8 1S I State Certificate or Registration No. C C C. 9 l a ( 6 6 q Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ , �� L) Square/ Linear Footage Of Work: a Type of Work: ❑Addition ❑Alterati 16ew , � ❑ Repair/Replace ❑ Demolition Describe Work: d , C-- Submittal Fee $ Permit Fee $ �� CCF $ C /CC Notary $ Training/Education Fee $ ®• Technology Fee $ 1 40 0 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ I l See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signatu Owner or Agent Con actor � The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 1 s day of , 20 _, by day of N ` � 20 � by -1ri �uzv who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: P iC -STATE n' 1 " f)RID Print: Print: n s 1-t aSc e ,,•` "•, r ChriStl`dI1 V My Commission Expires: My Commission Expires: ••.,,,,,,.• �P� 1'> 2013 �ortBl�xl�tg�x�rrrtc$� :u:oce„nvct APPLICATION APPROVED BY: �s Plans Examiner Engineer Zoning (Revised 07 /10 /07) Waterproofing 109a MIAM Miami -Dade County Building Department Electronic Application Waterproofing Permit Form .livering Excellence Every Day" Category 109 Section A (General Information) Master Permit Number: CC-7-09-1198 I Process Number: F7 Job Address: 11300 NE 2nd Ave ............. Contractor Name: I Florida Roofing Solutions Waterproofing Category ❑ Balcony ❑ Parking Garage ❑ Plaza Dock 21 Other: ITICKET BOOTH Waterproofing System Information Low slope roof area (ft.2) 64 Steep Sloped area Total (ft (ft.2) I- ........... .................. 2) 64 :*o*:o . ......... 0 0 *000:* Section B (Section Plan) 0 0 Sketch Section Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppe" vv 0 rain 111 0 01 : : 1 dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and 0 - :0 '' r --------- � 0* Perimeter Width (a'): Corner Size (a' X a'): 8 X 8 El Yes See Attac • 0*00 • 0000 .1 Miami Shores Village t APP OVED BY DATE 70111110 DEPT BLDG DEPT 07 SUBJECT TO COMPLIANCE WITH AL L FEDERAL STATE AND COUNTY RULES AND REGULATIONS Waterproofing 109 MIAM Miami -Dade County Building Department Electronic Application mm E Waterproofing Permit Form " cellence Every Days — Category 109— *Denotes required user inputs. If an item does not apply enter n/a in that line. *Master Permit Number: CC -7 -09 -1198 *Job Address: 11300 NE 2ND AVE *Application Date: ......_. *Process Number: *Waterproofing Manufacturer Name: GAF TopCoat *NOA Product Approval Number: 07- 1130.03 Does this roof assembly comply with the requirements for a fire rating per section 1519.16.3 HVHZ Florida Building e • Code? * @Yes O No Note: Submit current copies of the fire directory listing for the waterproofing assembly, nZafecturef's Ii tallatiew • o • details, and the current Miami -Dade County NOA Product Control Approval for review prior to issuing the ;.•..; waterproofing permit. • 4 •. 0000 • • 0000 0000 0000• Note: This waterproofing assembly shall comply with all the requirements as listed in sec,ii�orl�;19.1 •• ter p f roo ••••' � �� 'utia.. located in the HVHZ section of the Florida Building Code. . • • • • 4 • . • 00•6 04••4• 0 0000 0 0 • •00400 of • • 00 • • ••0• *Deck Type: F9 oncrete * El Plaza Deck _..._..... .............. * ❑ Parking Garage *Primer: n/a ft /gal * ❑ Balcony *Insulation/Fire Barrier: n/a * M✓ Other *Number of Fasteners per Insulation Board Ticket Booth P(1) Field: n/a_ P(2) Perimeter: n/a P(3) Corner: n/a *Base Coat: Topcoat CRT *Slope: 25 . "112" *Coverage: 80 ft /gal *Roof Mean Height: _10...... __: ft. *Membrane: n/a *Roof Length: 5.._ ..................._ ft. *Intermediate Coat: I Topcoat CRT *Roof Width: 8 _ ft. *Coverage: 80 ft /gal *Maximum Design Pressure: * To p Coat: I T ......_opCoat CRT -576 ps f __......_.. ....____.__....... 1500.00 *Coverage: 57` ft 1gal . *Estimated Value: $ ............................... *Surfacing: [n/a *Overburden: n/a TGFU.R14948 - Roofing Systems http: / /database.ul.comlcgi- bin/ XYV /ten3plate/LISEXT /lFRAME /sh... ONLINE CERTIFICATIONS DIRECTORY TGFU.R14948 Roofing Systems Page Bottom Roofing Systems See General Information for Roofing Systems TOP COAT INC, SUB OF GAF MATERIALS CORP R14948 24 INDUSTRIAL RD WALPOLE, MA 02081 USA FLUID APPLIED COATING SYSTEMS Class A De . NC Incline: No limitations • • 0000•• • • • 0000•• Base Coat. — "TOPCOAT Gray" or "TOPCOAT White ", 1 -1.5 gal /sq. • • • ° • ° ° Intermediate Coat (Optional): — "TOPCOAT Gray" or "TOPCOAT White ", 1 -1.5 gal/sq. ° ° • • • • 0 • • • • • • • • i • Top Coat: — 'TOPCOAT White" or "TOPCOAT White ", 1 -1.5 gal/sq. • • • • • • • • 0000•• 2. Deck: NC Incline: No limitations ° ° ° ° 0000 0000 0000 0000• Top Coat: — "TOPCOAT White or Gray" , 2 -3 gal/sq. • °. •. ° 0000 • •: • • • 3. Deck: NC Incline: 1 -1/2 • • • • • • • • 6090:0 0000•• • • Existing Roof System : i • i • • • • • • • • i • Insulation (Optional) : — Polyisocyanurate, glass fiber, petite wood fiber any thickness, mechanically fastened o adhered *hp t • • roofing asphalt . • . • • • • • • Membrane: — "Intec GBSP -4 FR" (modified bitumen) . 00 • 0 • • • • ° ° Surfacing : — "TC5406 UL White" or 1 TC5406 UL Slate Grey" coatings at 1.75 gal/sq . 0000 4. Deck: NC Incline: i Existing Roof System : Insulation (Optional) : — Polyisocyanurate, glass fiber, periite wood fiber any thickness, mechanically fastened or adhered with hot roofing asphalt . Base Sheet : — Type G2, mechanically fastened or adhered with hot roofing asphalt . Membrane: — "Intec GBSP -4 FR" (modified bitumen) . Surfacing : — 'TC5406 UL Aluminum" coating at 1.75 gal/sq . Last Uodated on 2006 -09 -18 Questions? Notice of Disclaimer Paae Too Copyright 0 2009 Underwriters Laboratories Inc The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2009 Underwriters Laboratories Inc. ®" An independent organization working for a safer world with integrity, precision and kri(iWladge. 1 of 1 12/1/2009 8:33 PM M I A M I DAdE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33134 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County I 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 Pr&kiat:. Control Division (In Miami Dade County) and/or the AHJ (in areas other than Mia Coon `•• reserve the right to have this product or material tested for quality assurance purposes ,)�'f tjiis prodiTt %. • • ; • material fails to perform in the accepted manner, the manufacturer will incur the expeW.4�such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or arAerial within. : 60 60 : their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined loy Aamit"e • ` • • • • County Product Control Division that this product or material fails to meet the regtrijempnts of t48.• • 00000 applicable building code. • • • • 6060 6060 This product is approved as described herein, and has been designed to comply with the'Floridb. Buil4hfif 0. 60 00" Code and the High Velocity Hurricane Zone of the Florida Building Code. 00 : • • • • DESCRIPTION: TOPCOAT Waterproofing 0 • • . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. .RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 9. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1130.03 MIAMI Expiration Date: 02/28113 Approval Date: 02/28/08 Page 1 of 9 AP PROVED APPLICATIONS: Deck Type 3: Concrete Decks, Non - Insulated Deck Description: 2500 psi structural concrete or concrete plank System Type F(1): Fully Adhered liquid applied roof system. All General Limitations apply. All GAF Materials Corporation TOPCOAT products shall be installed in accordance with manufacturer's specifications. The following are minimum installation guidelines. Consult the GAF TOPCOAT' Specification Manual or Technical Service for specific/complete installation instructions. Substrate The TOPCOAT CRT system is to be applied over structural concrete only with Preparation: a minimum slope of'la ":12 ". Concrete roof substrate must be completely cured and dry before application of TOPCOAT products. Substrate should not pond water for a period longer that 48 hours. • Base Coat: Apply two or more coats of TOPCOAT CRT at a rate of 1.25 gaWrisQ.r 10� • • • •, square feet per coat to a wet mil thickness of 20 mils each coat. •AX fvo24 hours • • • • • • • • - to dry and inspect base coat for defects. Correct unsatisfactory ddifditiflns prior • :....: to proceeding. . • • • • . • • • • • • • • .... .... ..... • Finish Coat(s): Apply one or more finish coats of TOPCOAT CRT at a rate of lOV 111lons ' •' • • • • • 100 square feet per coat to a wet mil thickness of 28 mils each coa Allow 2 • hours drying time prior to allowing foot traffic or inspection of rVotsu iface. • .... ...... Integrity Test: Required, and shall be performed in accordance with ASTM D !%57s Water • • ; • • • • maybe maintained for a period longer than 24 hours if required. • • Inspection: Contractor and a representative of the membrane manufacturer shall inspect the waterproofing assembly and notify the contractor of any defects. Inspection must take place prior to installation of any overlay insulation, protection pads, drainage boards and traffic surfacing. All defects observed shall be corrected. Maximum Design -576 psf (See General Limitation #9) Pressure: NOA No.: 07- 1130.03 Expiration Date: 02128/13 Muu"a°a°; Approval Date: 02!28/08 Page 5 of 9 f GENERAL LIlYIITATIoNS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Required integrity flood testing report from an approved lab shall be provided to the Building Official for review at time of final inspection. I Contractor shall be approved by GAF Materials Corporation, Inc. 4. Flashings shall be installed according to the manufacturer's published standard details and shall be submitted to the Building Official for review. 5. Contractor shall submit to the Building Official for review the system specifications and details. Submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 6. Systems shall not be installed over lightweight insulating concrete. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated• iKr e • • • • • • compliance with Roofing Application Standard RAS 117. Calculations prepared, zi�pedpd segled • • • by a Florida registered Professional Engineer, Registered Architect, or Registerecj.upf Consuwt. • ....:. (When this limitation is specifically referred within this NOA, General Limitmk&09 will not • be applicable.) • • • • 0 0000 0 • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing terminVii8fi designs' •' • •' • . shall conform to Roofing Application Standard RAS 111 and the wind load requirements of 0000 • applicable Building Code. • • ...... 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure Bones �i,�,• • • • • • % • • field, perimeters, and corners). Neither rational analysis, nor extrapolation shall b, pear Ved for • • • • : 0 000: enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners atittcothers). :.0% • • (When this limitation is specifically referred within this NOA, General Limitation #7 will nor be applicable.) 10. All approved products listed herein shall be labeled in compliance with TAS 121 and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMFDADECOUNTY I APPROVED ■ END OF THIS ACCEPTANCE NOA No.: 07- 1130.03 Expiration Date: 02/28113 Motet ®o Approval Date: 02/28108 Page 9 of 9 AC ORD„ CERTIFICATE OF LIABILITY INSURANCE 09/1 THIS CERTIFICATE 19 ISSUED AS A AAATTER OF INFORMATION S RRflh�N ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE BROW RN $ Off m A ZNC HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR MVD 400 ALTER THE COVERAGETAFFORDED 13y *THE POLICIES BELOW. KLMU 1 A=8 FL 33016 -1585 Phone : 305 - 36 -7'800 Pa x: 305 --822 -568? INSURERS AFFORDING C OVERAGE NAIL TI�ISDRm _ INSURERk C ZN7 RY SURETY CONp r $6 INSURER & CO NTT* ENTAL CAS C 20443 FLORTDA ROO SOUTTIONS,.ZNG. INSURER C: taTiumL sns x� IIAR 20478 4980 EAST �,O= COURT svRERD: RHEAS FL 33013 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOb INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUER OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS. W40M Oulu LT11 MQ TYPEOFINSURANCE RORIGYWUMBER LATE DTI LI?ArrS GENERAL EACH OCCURRENCE $1 000000 _ A X COMMERCIAL GENERAL LIABILITY CC�620S12 09/19/09 09 /1 3/1D PR EMISES {Eaaea,raneo} s 50000 CLAIMS MADE OCCUR MED EXP (Arty me perso 35000 — PERSONAL 4 AD IN JURY $ 10000 GEN ERAL AGGREGATE 1 8 2000 000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMPlOP AGO $ 2 0 00000 POLICY X A LOC _ AUTONC E UAIMUTY A X ANY AUTO COMBINED SINGLE LIMIT 4 09/13/09 09/13/10 (Ea $ xv 206456997 ALL OWNED AUTO$ SCHEDULED AUTOS BODILY INJURY S (Par pm m) HIRED AUTO$ NON -OWNED AUTOS BODILY INJURY $ (Par AO¢Zt PROPERTY DAMAGE $ (Perawieni) GARAGE LIABILITY ANY AUTO AUTO ONLY. EA ACCIDENT $ OTHER THAN EA ACC $ — AUTO ONLY. AGG S ICLCE9,gtURLBRELIA LfABIL,OY OCCUR CLAMS MADE E ACH OCCURRENC 3 — AGGREQATE S DEDUCTIBLE •• $ RETENTION S S 1AI HERS CON PENSATION AND S C EMPLOYM' LMLTTY FOLICY ' , X R AFFICER RIETOR W=064569988 09/13/09 09 /13/10 DENT $ 5000 O EXCLUDED? SPECIA PR�OViSIa $ blr EA EM PLOYER $ 50 0000 LIMIT S 500000 CP.SCRIPTION flF OP�sATIONS! LOCATIONS t VEHIGLEg I EXCL113EQN$ ADDED BY ENCORSEM011T! SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION C I724XAM SHOULD ANY OF THE ABOVE DMMMO POU016 BE CAUMLED gMORE THE OLPIR!►TM DATE THERacv, THE ISSUING 019URIERIMLL 84WAVOR TO MAIL 10 DAYS WRrr EN CITY OF XlAbC sRORKS NOTICE TO THE CERTIFICATE HOLDER NARR$O TO THE LEFT, BUT FAtLd1RE TO DO 80 SHALL 10050 N.M. 2ND AVM 'UMM No O BLIGATION OR LIAR Uf Y OF ANY WND UPON T'HE RNSLIRJ;R, ITS AGENTS OR MIAMI' SHORES FL 93138 REPRESENTATIVES. A REPRESENTATIVS ACORD ZS (200!!08) 0 ACORD CORPORATION 7988 AC# 443097 STATE - 0� FLORIDA DEPARTMENT •OV BUSINESS- AND • PROVERS- ONAt - - tEGT]:LATION: . CON'S'Z'•rRUCTIO YND•'USTRY LICENSYNG BOARD SEW L 09 . 06050 '0773 6':•05. 1 1no :5.3L'2S3'Q 1400,0 412- .:..'r'Yi�° � EE't,�3 xNE,�E'�•.:'K7RCAR`� ��13',1:t)N . � • , ' • - . • � • . 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'I ..LH.,mill+ °, rp P �p�p`•: DO NOT FORWARD " PT FLORIDA ROOFING SOLUTIONS INC EDWIN GAZTAN PRES w , t 498'0 E 10 CT `'r•';:`'. w: HIALEAH FL 3$013 jl w4Y , N,f.�ll'•��• °�<:rr;.;��nu:r�:��ti..' 11 11 it 1! �i 1`• � it � 11 � ff ��, i �• " .;1�:1�'1ti�l�1�°:..0'ff� er r►► t :tl►rr 1+ ►trr 1 #Er i t!1 f�l ►+ Itrl�►f r ? SEE OTHER SIDE c CERTIFICATE OF INSURAN lnmolo Pricer: Lion insurance Company TIM Ceraflcatle Is Ioued as of � only and �'es no how 2739 U.S. Highway 19 N. affor i�t aa, i or mw Holiday, FL 34691 Irwaxwers i CoYerage NAI =tinned: South East Personnel Leasing, Inc. IMUMA. Limkstrrertce m 11075 2739 U.S. Highway 19 N. insurer e: Holiday, FL 34691 Iriwer c' Insurer D: Insurer E: -» . Coverages The Policies o insurance ism below hwe been Issued to Me insured namad above for the policy W n c sW ngaV r or artyconiractor ntVorespectmmich Ids ce0cffie maybe Issued ormay peftn. the tnsurance dforded by1118 pofldes u8%r1bed Wean is subJeato 83 the teens, eXXISions, SW cotttdtiote fsuchpoldmAgWagmIrnbftmmayhmbmnredxedby paid chime. iNSR ADDL Effecfive umfts LTR NSRD Type of insurance Policy Number Dee (MMI)D MMID G ENERAL LiABILITY Eachotaerence Cmawdal Claims Madeerai Liability �t � ratted f (EA $ Mad Dp Aemor� Adv In1wy Pen elal aggrec,�te lint applies per: Gertaral Aggegws Poiicy ❑ Project ® t.00 Prodtxis- CompfOp A99 UTOMOBILE LIABILiTY combined Sir,& Limit (EA Acciderd) AryAao N y AB Osmed A+Aos Scheduled Autos (Per P—) tired Autos Body NmOwted Autos (Per AccldaM PropWDamMe (Per Acciderd) EXC:ESSIUMBRELLA LIABILITY East occuaence Occur ❑ Claims Made AgpWale Deductible A Workers Compensation and WC 71948 011012010 01/0112011 x v40 stailt- OTH- Employers' LlabIlIty to Ulnas ER Ary proprieUdpatrtedexeetdiw officerffimmitleir E.L. Each Aeciderd St,t tmb excluded? E.L. Disease - Ea Employee $9,O�A00 If Yes, descrare udder specie! pmvislons below. E.L. Disease - Poky Limits $1,ot>O,ttt)o O#W Lion Itmewlice ComPanYr is A.M. Beat Coin rated A (Excallant . AMB # 12015 Descriptions of operatlonstLocaflons /VeNdesiEarciuskm added by Endorsementl3peadai Provisions: Clerit ID: 41-WU4 Coverage only applies to active employee(s) of Soulth East Personnel Leasing, Inc. that are leased to the fbill wing "Client Company": Electric Solutions, Inc. Coverage only applies to injuries Mewed by South East Personnel Leasing, Inc. active employee(s) , whi working in Florida. Coverage does not apply to statutory ertiployee(s) or Independent contractors) of the Client Company or arn other entity. A list of the active employee(s) teased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938 -5562, Project Name: FAX: 954 -723 -3045 & 305-762-5253 / ISSUE 11 -18-08 (TD) / RENEWAL 12 -17-09 (SH) / REISSUE 01-22-10 Begin Diet 417/2008 I17+ 'r�N L E M44Mi SHORES $UILDINC3 DE any of die move dedpo8cies LA before die don date thereof, the issuing insure ro afl endev"to mail 30 daps w rbn nadcs to the Mceft holder namad to the tat buff ims to do so sha8 impose no obligation or fiabidty of wyIdnd upon ft irsrs . us egam or represenletives. 10060 NEE 2ND AVENUE MiAMI SHORES, FL 35138 , t it w,r. r Miami Shores Village v fly f t 6FV 10050 N.E. 2nd Avenue ., Miami Shores, FL 33138 -0000 Phone. (305)795 -2204 ` 3f3 Expiration: 0512412010 Project Address Parcel Number Applicant 11300 2 Avenue 1121360000050 Miami Shores, FL 33138 -0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 ELECTRIC SOLUTIONS INC (305)970 -8426 _.•... Total Sq Feet: 0 Type of Work: ELECTRICAL For Inspections please call: Additional Info: SOCCER ENTRANCE (305)762 -4949 Classification: Commercial Available Inspections: Inspection Type: Final Meter Box Alteration Relocation Fire Alarm Service Change Underground W. W. Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $3.60 ELC -11- 09-36478 $ 292.60 $ 292.60 Education Surcharge $1.20 $ �'�� Permit Fee- Additions/Alterations $280.00 Check #: Scanning Fee $3.00 Technology Fee $4.80 Total: $292.60 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; stdtements 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 regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated January 19, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy January 19, 2010 1 U � Miami Shores Village -11 n p 7' e� Building Department NOV 2 J 200 g armen p 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B Y; Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305).762.4949 BUILDING Permit No. PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) a,✓y y (J n i d e ✓f r - Phone # Owner's Address 1! 3 ° f G 2nd 4.4- City �M off' S �� S State L Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 1 1 300 A/ Z 4t/EF City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # I I Z 1 6 0 10 16 O Is Building Historically Designated YES NO 1C Flood Zone Contractor's Company Name ��ed ri L S lU f l 3 /`. Phone # 30 5 '? 70 - P I /2 do Contractor's Address g/y &tno �-o", _5T - ) Z Of City l � State L Zip ,3 3 d L O Qualifier Name /C A. _G L �O/1.� Phone # 3 o f 9 '7O -P92 4 State Certificate or Registration No. �� ® OU Certificate of Competency No. Contact Phone 3 O K `9 7 O - J ? L 1 2 (o E -mail S'_ f y S 0 (..� n d —C �.,r Architect /Engineer's Name (if applicable r C "A Phone # 16T aoS' C0711ni ,, r- Value of Work For this Permit $ S, j� ©O Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration }New ❑ Repair /Replace ❑ Demolition Describe Work: O e C. .t T cot eQsus� �� esctc K ) Itdu4 eta � Eros at s� Not nortaN #pow III cis "�.' I 4 Submittal Fee $ Permit Fee CCF $ 1 3 - (9 0 CO /CC $ Notary $ Training /Education Fee $ -RO Technology Fee $ 4 - n Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Q Structural Review. $ Total Fee Now Due See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR 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 w 'ch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection 3w:��7 tion fee wil l be charged. Signature Signature Owner or Agent Contractor � �d The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this �3 day of Ab (1, 200 , by t'?� C. A. W.a� M day of , 2 00, by /y�GI'�1. 1yt8J who i persona kno to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. bet viers L ein w as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 1 Sign: MITTS Sign: LA9 Y Print: * P ` Notary Public - State of Florida F-A as jun 16. 2013 Print: _ A0 2, Fill My Commission Expires: �q�saio° I DD 8=31 My Commission Expi "t M=OMM 3611 10a1NppN 3tN1.: ' 10 �ip� ;, •• Bonderwriters m APPROVED BY Plans Examiner Zonin g Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) um � 10050 NE 2nd Ave Miami Shores, FI 3313 Phone 305. 795.2204; Fax 305.762.5253 www.miamishoresvillage.com CONTRACTOR LICENSING/ REGISTRATION REQUIREMENTS FOR ALL CONTRACTORS TO REGISTER IN THE VILLAGE OF MIAMI SHORES THE FOLLOWING REQUIREMENTS ARE NEEDED: DADE COUNTY CONTRACTORS A. Certificate of Competency B. Dade Municipal Occupancy C. Dade Occupational Occupancy D. State Registration E. Liability Insurance Certificate F. Workers Compensation Insurance or Exemption STATE CONTRACTORS: A. L State License B. Occupational License C. v Liability Insurance Certificate D. Workers Compensation Insurance or Exemption ****"**** INSURANCE CERTIFICATES MUST BE MADE OUT TO THE FOLLOWING *********** Miami Shares Village 10050 NE 2 AVE Miami Shores, FI 33138 ALL PERMIT APPLICATION REQUIRE THE QUALIFIERS NOTARIZED SIGNATURE Business Name: Business Address: Business Telephone: '76 ' r Fax Number: ( g f 7 Qualifier Name: , CITY OF HOLLYWOOD c/ TREASURY SERVICES DIVISION LOCAL Bvsnisss TAX RECEIPTING 2600 HOLLYWOOD BLVD, ROOM 103 HOLLYWOOD, FL 33020 ELECTRIC SOLUTIONS INC. 1918 HARRISON ST STE #205 HOLLYWOOD FL 33020 41 31678 L� 1 COL �4 ' CITY OF HOLLYWOOD LOCAL BUSI NESS TAX RECEIPT PRINT DATE: 11/13/09 pYnRM �° THIS IS YOUR LOCAL BUSINESS TAX RECEIPT. PLEASE DETACH AND POST IN A CONSPICUOUS PLACE AT THE BUSINESS LOCATION. PLEASE DO NOT REMIT ANY PAYMENT. THIS IS NOT A BILL. Business Name: ELECTRIC SOLUTIONS INC. Business Location: 1918 HARRISON ST Business Class: CONTRACTOR /ELECTRICAL Tax Basis: 2 - 4 WORKERS Receipt Number. 10- 0 0020504 Receipt Year 10/01/09 Expiration Date: 09/30/10 , NEW CHARGES: (itemized Below) 240.00 Comm Base Fee 240.00 Additional Charges: TOTAL NEW CHA RGES: 240.00 Penalty Amount: 24.00 Previous Balance Due: .00 TOTAL AMOUNT PAID: 264.00 PURSUANT TO STATE LAW, THE LOCAL BUSINESS TAX IS LEVIED ON THE PRIVILEGE OF D OI N G BUSINE WITHIN A CITYS LIMITS, AND IS NON-REGULATORY IN NATURE. ISSUANCE OF A LOCAL BUSINESS TAX RECEIPT BY THE CITY OF HOLLYWOOD DOES NOT MEAN THAT THE CITY HAS DETERMINED THAT THE EXISTING OR PROPOSED USE OF A LOCATION IS LAWFUL. ISSUANCE OF A LOCAL BUSINESS TAX RECEIPT DOES NOT LEGALIZE OR CONDONE THE NATURE OF THE BUSINESS BEING CONDUCTED IF CONTRARY TO ANY LOCAL, STATE OR FEDERAL LAWS OR REGULATIONS. STATE OF FLORIDA DEPARTMENT OF BUSYNESS AND JpR0pZSSI0NAL REGULATION ELECTRICAL CONTRACTORS LICENSING B. (850) 487 -13 5 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 MALONE MICHAEL BRETT ELECTRk SOLUTIONS INC 1918 GARRISON ST #205 HOLLYWOOD FL 33020 STA'M of Fr oarM Ac's' 3956035 Can boxers gratuiations! Wins this license you became one of the nearly one million DEPAR OF 1'it7SINESS AND Floridians licensed by the Departmen# of Business and Professional Regulation. PROFESSIONAL REGULATION Our professionals and busin range from architects to yacht brokers, from _ to barbeque res#aurants, and they keep Florida's economy Strang. ECO 0 0 ].5 8 5 08/28/08 0 8 8 0 4 7 8 0 Q Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. CERTIFIED ELECTRICAL CONTRACTOR There you can find more Information about our divisions and the regulations that MALONE, KICKAZL 13RETT impact you, subscribe to department newsletters and learn more about the ELECTRIC SOL'UTTONS INC Department's Initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly skive to serve you better so that you can serve your customers. 10 CERTIFIED v"es the provisiam oil ch.483 rs i Thank you for doing business in Florida, and congratulations on your new license! 2p10 noso82soz rss upiratiaa date. AVG 31, , DETACH HERE Ac# 39 5 6 035 STATE OF FLORIDA DEPARTI+�ENT O $ S AC PROFF 8ENSONt A 3 L 8o�D LATION ELECTR CAS.. ;RY RS LT SEQ# L08082802756 • • L R' v 1 08/ 28/20081088047800 EC000158 The ELECTRICAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter. 89.FS. Expiration date: AUG 31, 2010 MALONE, MICHAEL BRETT ELECTRIC SOLUTIONS INC 1918 HARRISON ST #205 HOLLYWOOD FL 33020 CHARLIE CRIST CHARLES W. DRAGO GOVERNOR SECRETARY DIS PLAY AS REQUIR BY LAW 11/18/2009 11:33 9545800576 JW DESK PAGE 01/01 `• CERTIFICA OF LIABILITY INSURANCE I 1 l fV09 mma .RN TM CER MCATE IS UMM AS A MATTER OF WORMA'TM 100 N*M $tme Road 7, 6108 ONLY AR ID CONPM NO RWITS UPON THE CERTiFrICATE HOLOM , FL 33063 TEIt I1tE N t= ERTIFlCATE AMEND, EXTEND OR Phone WAP3 -7218 FOX {054}583-21146 INSU COVED NAIL # INSURED Electric Solutions, Inc INIsuRER A. American Vehicle Ins. Comp 1918 Harrison Stred - Ste. #206 INSURM 0. INB _ Hollywood, FL 3=0 INSURER D: INSURER E! COVMAMS IN SURER F. THS POLICIES OF MRANCE LISTED HAVE OM MSIJED TO nC ibMN= NPa= Aom roR THE PCILIGY PERIOD INWATW N OTINITHSTANIDm ANY REOUNOMIENT. I OR CONDITION OF ANY CONTRACT OR OTHER DOGUE1T IWITH RESPECT TO V THIS GERTIFCCATE WRY BE ISSUED OR WAY PERTAIN. THE 94SURAUM AIWORDED BY THE PO ICIES OESCRIBEID HERESI 0 SUBJECT TO ALL THE TERMS, EXCLUCSXHNS AM CONINrIONS OF SUCH POLKWA. AGGREGATE UMMS SHO W MAY HAVE SOM REMJM BY PAID CLAIM& MOM AWL TYP@ t1M� POLICY Y EF W WE PMJCY EVIMT10Ii LB61Tf$ C,I AL Lla�au.ITY _ EAC H t CCURRENCE 1 000 DAMAGETORENTED wmhow LamERAL GL- 05MU0676- 0 =01/06 03ro1f11D ❑❑ CLAIMS saACE ® O=IR M1W W (&r 0= vim) s, o A ❑ ❑ PERSOM s MW INJURY 1 000,000 ❑ -^ GOM AGO RCOATC 2,000 t)00 NK ACS CPATE U r APPLIES POPh PRODUCTS - {:CFMP AW 2,000.WO PI POLICY ❑ MO.IECT Lac Fire Damage Uabilfty 100,000 QUOMM LIARL" COMBROD sI IDLE LIT ANYAUTO su wwo ALL OWNER AUTOS OWLY MURY HIRM AV= ❑ NON OWNED AUTOS Bat w dod) Y GANWE LIMUrY AUTO ONLY - EA ACCIG NT ❑ ❑ I= ANYA OTryER� VA AQQ ❑ AM HRw" LIAtBIL" EACH 00OWU ENOE ❑ ❑ OCR ❑ CLAIMS ME AOC3REGATE © DEDUCTIBLE ❑ MOO= is +LOY I L41S1L fY TU�N H_ ANYIFW PRIETOR t PARTNER 1 E 0XITNE 641- LU M ACCAXIN T OFF M I Mi R EXCLUDED? 8Jy 01611 ASK - SA EVIR M 1fjp%de=ft under SPF_C1V. PROVISIONS 6elaw E.L. DISEASE - POLITY LIMIT OTHM ORSCRIPT= OF OPBttATtOi+ I LOCATIONS 1 VSFBCLU t BXCLMM ADDO BY MWQRSIMIMIT 1 SP=IAL 'ELECTRICAL WORK -WITHIN BUILDINGS*** CERTIFrATE tKUMR CANCELLATION SHOULD ANY OF THE A SM 0890MM PCdMES ON C .LW DEPM THE amATioN DATE THBulP. M ISSUINS INSUIPM IMLL BNDBAVORTO MA L Miami Shares Village Building Dept 30 DAYS VAWM NOTICE TO THECERTWMM HC LMN NANIM TO 10050 NE 2 Avenue TM LBET, wT SURE TO no So SHALL 094M NO CBLOATIM OR LIABILITY Miami Shores, FL 33138 OFANY KIND UP ON TIC INSII OK M AGENTS OR ttERF t ITATiVE,9 AUTHORMWRNqIJ1SWM �- 305- 7513-897 - - - -. ACOM 26 0011) OF - ' .. _ 0 ACORD CCIWWA =--1M CERTIFICATE OF LIABILITY INSURANCE 1111 producer: Lion Insurance Company This Certificate Is Issued as a matter of Infonnatian only and oonfem no rights 2739 U.S. Highway 19 N. aeon the Certificate holder, Title C®rtMoate does notametd, extend or alter Holiday, FL 34691 the owerage afforded by the policies below. 727 - 938 -5562 Insurers Affording Coverage WC of Inwred: South East Personnel Leasing Inc. Insurer A: Lon Insurance Company 11075 2739 U.S. Highway 19 N. Insurer 13: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: COvemeS The policiet; of I rh s certificate y ni issued or tl cy n ng M remM term or on any or o r re to c tt�ypendn, the insurance afforded bythe policies described Mrsin is subject to di the terms, exlusiors, and condition of such policies. Aggregate limits shown may have been reduced by pdd daims. LTR N p Type of Insu artce Policy Number PO Effective Potty n Date Limits {MMIDD/YY) (MM/D G ENERAL LIABILITY Each Occurrence Commercial General Liability Damage to nmd promises (EA Claims Made 13 Occur occurrence) $ Mod Bp $ G eneral aggregate limit apples per Personal Adv Injury 3 General Aggregate $ Policy 11 Project ❑ LOC Products- Comp/Op Agg $ A UTOMOBILE LIABILITY Combined Single Limit Any Aaro (EA AcddsM $ AU Owned Autos BodlY Scheduled Autos (Per person) $ Fred Autos Bo ly" Non-Owned Alas (Per AcciderO Properly Damage (Per Accident) EXCESWUMBRELLA LIABILITY Each Occurrence Ocau 13 Owns tie Aggregate Dedxtibb A Workers Complansatton and WC 71949 01/012009 01/0112010 X I WC Statu. OTH Employers! Liability tDry Limfts ER Any proprietodpartledexeeutive officedrramber E.L. Each Accident $100,000 exeludedT E.L. Disease - Ea Employes $1,000,000 If Ye% dewribe under special provisions balm. E.L. Disease - PolicyL.irrtds $1.000.000 other Lion Ir innalice Company b A.M. Best ComparlY rated A- Excellent; . AM # 12616 Descriptions of Operation /LccadonslVetdcles/Exdustem added by Endorsement/Speclal Provisions: Client ID: 41.66 -114 Coverage only applies to active employees) of South East Personnel Leasing, Irtc. that are leased to and w orldng for the following "Client Company": Electric Solutietns, Inc. Coverage only applies to Injuries incurred by South East Personnel Leasing, Inc. active employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employees) teased to the Client Company can be obtained by faxing a request to (727) 937 -2136 or by calling (727) 936 -5552. FAX 954723 -3045 & 305-762-5253 / ISSUE 11 -16-49 (TD) Bedn Date 4 CMUTCA TEHOLDER CANCE VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT Shams cry afttte above described policies be emceW before ft m0nalion data thereof. the issuing irsurerveit entldeeaorto mail 30 owswrittan notice to #* cetdficeft holder nwnedto the left, butfaihue to do so shall i mpos e no obligation or liabiw of ery t4nd upoAftirom. its agem or 10060 NE 2ND AVENUE MIAMI SHORES FL 83138+' Miami -Dade County - Local Business Tax - Receipt Details Page 1 of 1 IA I -DADE COUNTY - LOCAL BUSINESS TAX Receipt Number: 554245 -2 BUSINESS NAME: ELECTRIC SOLUTIONS INC MAILING ADDRESS: 1918 HARRISON ST BUSINESS ADDRESS: DOING BUS IN DADE CO MAILING CITY: HOLLYWOOD BUSINESS ZIP: 33000 MAILING STATE: FL MAILING NAME: ELECTRIC SOLUTIONS INC MAILING ZIP: 33020 Description: ELECTRICAL CONTRACTOR MESSAGE: This Local Business Tax Has Been Paid https:// ipas. miamidade .gov /OCLWeb /OCLLicenseDetail jsp ?1n= 5542452 &bn = ELECTRIC +... 11/19/2009 Inspection Worksheet Miami Shores Village Ak 10050 N.E. 2nd Avenue Miami Shores, FL, Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 137912 Permit Number: 4-12 -09 -2008 Scheduled Inspection Date: March 18, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: , BARRY UNIVERSITY Work Classification: Repair Roof Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 112136000005 Project: <NONE> Contractor: FLORIDA ROOFING SOLUTIONS, INC Phone: 305 -687 -9877 Building Department Comments APPLY COATING TO ROOF Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 137226. CREATED AS REINSPECTION FOR INSP - 136848. CREATED AS REINSPECTION FOR INSP - 130856. Foundation and masonry must be complete first. NB Failed ❑ Same comments NB Same comments, did not visit site today. Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 17, 2010 For Inspections please call: (305)762.4949 Page 13 of 20 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL CO)0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 136826 Permit Number: CC -7 -09 -1198 Scheduled Inspection Date: March 03, 2010 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Foundation Owner: , BARRY UNIVERSITY Work Classification: New Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 112136000005 Project: <NONE> Contractor: TGSV ENTERPRISES INC Phone: (305)323 -5755 Building Department Comments NEW SOCCER ENTRANCE GATE AND TICKET ROOTH AT SOCCER FIELD Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 02, 2010 For Inspections please call: (305)762 -4949 Page 27 of 31 t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 136826 Permit Number: CC -7 -09 -1198 Scheduled Inspection Date: March 03, 2010 Permit Type: Commercial Construction Inspector: Bruhn, Norman Inspection Type: Foundation Owner: , BARRY UNIVERSITY Work Classification: New Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 112136000005 Project: <NONE> Contractor: TGSV ENTERPRISES INC Phone: (305)323 -5755 Building Department Comments NEW SOCCER ENTRANCE GATE AND TICKET ROOTH AT SOCCER FIELD Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 02, 2010 For Inspections please call: (305)762 -4949 Page 27 of 31 Am Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 8 l orl,5 Inspection Number: INSP- 129991 Permit Number: ELC -11 -09 -1936 Scheduled Inspection Date: March 11, 2010 Permit Type: Electrical - Commercial Inspector: Devaney, Michael Inspection Type: Final Owner: , BARRY UNIVERSITY Work Classification: Addition /Alteration Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360000050 Project: <NONE> Contractor: ELECTRIC SOLUTIONS INC Phone: (305)970 -8426 Building Department Comments NEW SOCCER ENTRANCE GATE AND PICKET BOOTH Inspector Comments Passed ER Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 10, 2010 For Inspections please call: (305)762 -4949 Page 7 of 20 _ Of L PES � TCONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 AS PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. O DATE OF TREATMENT: C� TIME OF TREATMENT: IN �✓ APPLICATOR: OUT BUILDER NAME: TREATMENT ADDRESS: 3 D c-) /v yi . :a V6 JOB #: ux, V , LOT: BLOCK: UNIT: SPRAY & TAMP PRAY ONLY\� SPRAY # RESIDENTIA COMIVI RCIA ADDITION CHEMICAL: i ' % 160 0 GALLONS ( - MONOLITHj S/F STEMWALL SF �' � b A- LIF OF ,.: STAGE OF TREATMENT 'HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA Q 04 1 PERIMETER TREATMENT CHEMICAL; *'' % GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: L/F 300 S STATE ROAD 7 PLANTA ON, FLORIDA 31317 954- 584 -8588 1- 800 -749 -8588 FAX: 954- 584 -6117 r TASK LABORATORIES, INC. 14241 SW 140 Street, Miami, Florida 33186 Phone: (305) 235.5355 Fax: (305) 235 -8353 Field Density Test of Compacted Soils ASTM Method: D - 2922 -81 Client TGSV Enterprises, Inc. 1 0rder# I T2010-003 Address 1301 W. 68 Street, Hialeah, Florida 33014 Date 1/21/2010 Project Barry University - Ticket Booth for Socer Field Gauge # 33690 Address 11300 NE 2 Avenue, Miami Shore, Florida 33138 Test # � # locations # # 5 Final Subgmde for sidewalk south of ticket booth at N. side of walkwa 6 Final Su rade for sidewalk south of ticket booth at center area of walk" 7 1 Finaiisubarad e for sidewalk south of ticket booth at S. side of walkwa Description of Material Dark tan & Grey silica sands Backfill Base Subbase Embankment Li Sub grade x Grade Building Pad Lj Laboratory Identification Number T2010-003 T2010 -003 T2010 -003 Test Number 5 6 7 Depth In Inches 12 12 12 Field Density. Lb I Cu.Ft Wet Basis 109.6 110.0 110.7 Field Dens k. Lb I Cu.Ft (Dry Basis) 102.4 103.0 102.9 Moisture Contents 7.0 6.8 7.6 Maximum Density In the Field %) 97.2 97.8 97.7 Compaction Requirement by specs % of maximum density 95% 95% 1 95% 100% Maximum Dens (lab) 105.3 105.3 105.3 Proctor T -180 AASHTO Method C 1 2114 1 2114 1_2114 Compa ction Test Result PASS PASS PASS urnum Moisture 11 Remarks OX ested B .D. Checked By MI miffed, f , r i FLORIDA CERTIFICATE OF AUTHORIZATION No. -8 7 944 Aam Ghod, E. 55538 Should any subsoil cxmditfons in the property (area) tested found different from that encountered on the test�i locations reparGed on our Density Test, TASK LABORATORIES, IIdC. is rrot responsible. As rnudtai protection to dents, the pubNc and ourselves, all reports are submitted as #ie cxintidentiai party of clients and for b1lcaHons of statements or extract from is resented perufi our written SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS TASK LABORATORIES , /MG. 14241 SW 140 Street Miami, Florift 33166 Phone: (305) 235 -5355 Fax: (305) 235 -8353 Fie_ ld Density Test of Compacted Soils ASTM Method: D - 2922 -81 Client TGSVEnLwY Inc. Order # T2010 -003 Address 1301 W. 68 Street, Hialeah, Florida 33014 Date 1/20/2010 Pro ect Barry Univers - Tic ket Booth for Socer Field Gauge # 33690 Address 11300 NE 2 Avenue, Miami Shore, Florida 33138 rest # Locations 1 Final Footings subgrade at NW comer of west ticket booth footi 2 Final Footings subgrade at SE comer of west ticket booth foolin 3 Final Footings su rade at NE comer of east ticket booth footin 4 Final Footings subgrade at SW comer of east ticket booth footing Description of Material Dark tan & Grey silica sands Backfil! Base Subbase Embankment Subgrade LX j Grade Building Pad Laboratory Identification Number T2010 -003 T2010 -003 T2010-003 2010 -003 Test Number 1 2 3 4 Depth in inches 12 12 12 12 Field Density. Lb / Cu.Ft Wet Basis) 109.6 108.6 108.5 107.8 Field Density. Lb/6A { D Basis ) 102.2 100.9 101.6 101.0 Moisture Contents 7.2 7.6 6.8 6.7 Maximum Density In the Field %) 97.1 95.8 96.5 95.9 Compaction Requirement by specs % of maximum density 95% 95% 95% 95% 100% Maximum Density lab 105.3 105.3 105.3 105.3 Proctor T -180 AASHTO Method C 1_2114 1_2114 1_2114 1_2114 Compaction Test Result PASS PASS PASS PASS ti mum Moisture 11,2 Remarks OX Tested By W.D. Checked B MI r7 ZVfy iimitted, FLORIDA CERTIFICATE OF AUTHORIZATION No. 7944 Aamir A. Ghori, E. # 55538 Should any subsoll conditions In the property (area) tested fwd different from that e on th e tested locations reported an our Density Test TASK LABORATORIES, INC. Is not responsible. As mutual protection to clients, the public and ourselves, an property of clients and for publications of statements or extract from is reserved pending our written reports a re submitted as the confidential SOL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS TASK LABORATORIES, INC. 14241 SW 140 Sl+'eO, M101714 Florida 33186 (305) 235-5355 Proctor Compaction Test Client TGSY Ente ses, Inc. Jab No: T2010 -003 Address 1301 W. 6e Street, Hialeah, Florida 33014 1 Report No: 12 Project Barry University - Ticket Booth for Socer f=ield Address 11300 NE 2 Avenue, Miami Shore, Florida 33138 Matrbt Light tan crushed limerock with coarse to fine sand Source Of Material Sample Location At Job Site Sampling date 1/21/2010 Lab !D# 2115 Collected By JWD Sample # 2 Analysis date 1/2512010 Checked By M.1 Analysis By JT.H / R.S. jApproved By M -1 TEST - RESULTS The following compaction test conducted in accordance with the standard Methods for Moisture Density Relations of soil using a 5.5 1b. Hamster and 12" drop AASHTO designation T -99 & ASTM D -1557. 130.0 NO MN % MOISTURE DRY DENSITY 5 3.2 1222 4F �ya a 4.7 125.0 6.8 127.8 9.5 128.9 128.0 F�> 4 11.3 127.0 x sr rk s '3.t�'>. C^ rv sThir t o �, Ms Optimum Moisture 9.5 100% Maximum Dry Density 128.9 126.0 98% Dry Density 126.3 L � M 95% Dry Density 122.4 Z 124.0 w O f s Respectfuli fitted,�� TAS RIES INC 122.0 e { MY ?'3 Aamir ri, P. E. # 55538 2.0 4.0 6.0 810 10.0 12.0 14.0 % MOISTURE SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS TASK LABORATORIES, INC, 14249 SW 140 Sttee>; Florida 33185 (305) 235 -5355 Proctor Compaction Test ClletrE TGSV Enterprises, Inc. Job Rio: T2010-003 Address 1301 W. 6$ Streefi, Hialeah, Fiarida 33014 Report No: 1 Project Barry University - Ticket Booth for Socer Field Address 11300 NE 0 Avenue, Miami Shore, Florida 33138 Matrix Dark grey course to fine sand Source GF Material - Sample Location At Job Site Sampling date 1!2012010 Lab ID# 2114 Collected B W.D Sample # 1 Checked B M.1 Analysis date 1/2112010 Ana is B T.H 1 R.S. Approved B MI TEST - RESULTS The following compaction test conducted in accordance with the standard Methods for Moisture Density Relations of soil using a 5.5 1b. Hammer and 12" drop AASHTO designation T -99 & ASTM D -1557. 108.0 K a° % MOISTURE DRY DENSITY 4.5 98.7 , 6.7 100.6 106 t 9.1 104.4 11.2 105.3 ; 12.9 104.0 Optimum Moisture 11.2 $ 100% Maximum Dnf Density 105.3 arm r �ry 98 Dry Density 103.2 902 959'6 Dry Density 100.0 a �a 100.0 Respectful miffed, 98.0 TAS O ORIES, INC �� ., �'ik�.. `� lie '� � 2 �w� � • Aamir hori, P.E. # 55538 � . y 8 i1r° 5. IfJ dY. yy 9N4.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 '%6 MOISTURE SOIL & MATERIAL TESTING GEOTECHNICAL INVESTIGATIONS INSPECTIONS ENVIRONMENTAL AUDITS The following pages were originally attached to plans with the following permit # OC - `} - oR- ltgg Edward F. Cannon, AIA 5005 Collins Ave., # 1224 Miami Beach, Florida 33140 RESPONSE TO DERM DISAPPROVAL REMARKS Date: October 27, 2009 To: David Ortiz Project Site Manager Process No.: M2009009590 Rev. Type: DERM ENVIRN RESRC MGT Re: Disapproval Remarks Date Entered: 10105/2009 BERNAL Distribution: The Project Site Manager will distribute this information to the Contractor for submission to Miami -Dade County Building Department. Response to Building Critique Sheet by item: Item: IF YOU DO NOT NEED TO REMOVE TREES: 1. ON SITE PLAN, SHOW TREES WITHIN TWENTY FEET (20) OF ANY TYPE OF CONSTRUCTION, INCLUDING DRIVEWAYS, SEPTIC TANKS, FENCES, PIPES, BUILDINGS, CONSTRUCTION ROADS ETC. Reply: See drawing A -1, Revision #2, 10.22.09 DERM Comm., SITE PLAN. Trees are shown based upon field observations and University provided survey dated 05 -04 -09 by Biscayne Engineering Company, Inc. 2. SHOW DISTANCE FROM THESE TREES TO CONSTRUCTION. Reply: See drawing A -1, Revision #2, 10.22.09 DERM Comm., SITE PLAN. 3. LABEL THE TREES AS EXISTING TO REMAIN. Reply: See drawing A -1, Revision #2, 10.22.09 DERM Comm., SITE NOTES #8 — "ALL EXISTING TREES TO REMAIN ". 4. ON SITE PLAN SHOW 6-8 BARRIERS AROUND TREES LESS THAN 18 i INCHES IN DIAMETER AND SHOW 10 -12 BARRIERS AROUND TREES 18 INCHES IN DIAMETER OR GREATER- Reply: See drawing A -1, Revision #2, 10.22.09 DF" Comm., SITE NOTES #9 — CONTRACTOR TO PROVIDE DERMAPPROVED 6 -8 BARRIERS AROUND ALL TREES SHOWN ON SITE PLAN LESS THAN 18" IN DIAMETER AND 10 -12 BARRIERS AROUND ALL TREES SHOWN ON SITE PLAN 18" IN DIAMETER OR GREATER End of Response to DERM DISAPPROVAL REMARKS Edward F. Cannon, AIA 5005 Collins Ave., # 1224 Miami Beach, Florida 33140 RESPONSE TO BUILDING CRITIQUE Date: October 27, 2009 ® To: David Ortiz Project Site Manager Permit No.: 09 -1198 Job Name: Barry Ticket Re: Building Critique Sheet Date: September 21, 2009 Distribution: The Project Site Manager will distribute this information to the Contractor for submission to the Village of Miami Shores Chief Building Official. Response to Building Critique Sheet by item: Item: 1. Plans must be reviewed and approved by MDC Fire Department. Reply: Barry Univ will request the contractor to do this immediately. 2. Plans must be reviewed and approved by MDC DERM. Reply: Barry Univ will request the contractor to do this immediately. 3. Provide a receipt from MDC planning and Zoning for Impact Fees. Reply: Barry Univ will request the contractor to do this immediately. 4. Permit for electrical and roofing must be completed. Reply: Barry Univ will request the contractor to do this immediately. 5. Separate permits for signs and fence must be submitted prior to starting that work. Reply: Barry Unix will request the contractor to do this immediately. 6. Provide wind load design criteria. Reply: Design wind load in accordance with ASCE 7 -05; V= 146mpA exposure category: "C "p- I =1.15; GCpi = +/-0. 18. 7. Provide wind design pressure for openings.. Reply: See drawing A -1, General Notes. - Item #6, Roll Up Door, wind design pressure = + 42.03, - 55.70. - Item #9, Door, wind design pressure= +40.51, - 52.62. End of Response to Building Critique r "c� OC) � NOTE: ALL SHEET MUST BE EVIEWE MIAMI -DADE COUNTY BUILDING DEPARTMENT Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) a Miami, Florida 33175 -2474 • (786) 315 -2100 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI -DADE FIRE RESCUE AND /OR DEPARMENT OF ENVIRONMENTAL RESOURCES MANAGEMENT PROVIDE MUNICIPAL PROCESS NUMBER HERE a F Job Address l` 3 00 AI G 2pto� 1 4( , e tr Z Contractor No. 16 8 0 w 1 /� ZI - ®O ! °- Q ( 6 0 PS? Last four (4) digits of Qualifier No. Z0 8 0 o w Folio 6 v a Contractor Name 7 �y�,t��r't * S cs C Lot Block v Z p Qualifier Name Q o� � ��v z o g Subdivision PBpg 0 Z Address 1761 65gd h .Sw- -G&t Metes and bounds City h-z «.(txd State F Zip -114—Y [ ] New Construction on [ ] Demolish Vacant Land [ ] Shell Only Current use of property LL w [ ] Alteration Interior [ ] Addition Attached W W [ l Alteration Exterior [ ]Addition Detached Description of Work e C°e4/ [ ] Relocation of Structure [ ] Re- Roof- (p{- a [ ] Enclosure [ ] Foundation Only r v 2 [ ] Repair Sq. F D Units Floors [ ] Repair Due to Fire V ue of Wor • MBLD* ' N [ ] Chg. Contractor W Owner .0 `/ LU ( Category ? [ ] Re -Issue a Address I ? IV 67 2 / ,,.•� [ ] MELE Sd [ ] Re -Stamp y City /ldliun� WV� -> State -LZip 3316 2 [ ] MLPG [ ] Revision w Phone W [ ] MMEC [ ] Not Applicable for 3 Last four (4) digits of [ ] FIRE Fire Owner's Social Security No. C Name Owner Z S d � vex t Z a Address W f d r U'° 6 W Address J �z 23 City �1 o e ta « State A- Zip 3 3 Q ► � 1113 City State _Zip CL s Phone 7 96 - L I Z E Y g 7 0� W Phone Z ^ I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible at the rate of $190 for the first hour g and $65 per each additional hour in addition to the review fees. Minimum charge one -hour. vain 1 - Request: Date: w. w 2"d Request: Date: 3 Request: Date: I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline. �a Additional review fees may apply. 0 C 1 Request: Date: OE 2"d Request: Date: w 3'd Request: Date: 0 123 01 -192 3/08 BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING - COMMERCIAL MBLD 02 SUB - GENERAL BUILDING - RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK -IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT /EXHIBIT MBLD ELECTRICAL r 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS /STATE MLPG MECHANICAL r 09 ABOVE/BELOW GROUND TANKS /PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida MIAMMP- 9 Property Information Map S mmary Details: Folio No.: 1- 2138001 -0160 � m roe 11300 NE 2 AVE ailing BARRY UNIVERSITY INC ddress: 11300 NE 2 AVE MIAMI SHORES FL 133 161-6628 PDescdpt[on: rops I formation: n Zone: 200 SCHOOLS PVT. 0066 EXTRA FEATURE THER THAN PARKING ths: /0 its: oota e: 40 SQ FT Q Lot 11 2 Year ilt: EW MIAMI SHORES STS PB 51-80 LOT 16 LK 1 LOT SIZE 11240 ion: QUARE FEET OR 17747-26110897 2(8) 16 R 17747-26110897 02 Assessment Information: y E 2009 2008 $42 150 $42150 $7 770 $7 962 $49,920 $50 112 e: $49,920 $50,112 Digital Orthophotography - 2007 0 ® 111 ft Taxable Value Information: This map was created on 9/25/2009 9:52:23 AM for reference purposes only. ear: 2009 2008 Applied Applied Web Site ©2002 Miami Dade County. All rights reserved. axing Authority Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $49,920/$0 $50,1121$0 Coun ty. $49,920/$0 $50,11?J$0 Ci : $49,920/$01$50,11 2/$0 chool Board: $49 920/$0 $50 112/$0 Sale Information: ffO/R: /1997 222 800 17747 -2611 eeds which include ore than one parcel View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl= http: / /gisims2.miamidade.go... 9/25/2009 Department of Environmental Resources Management Miami -Dade County Plan Review Summary Process Number: M2009009590 FINAL CORE REVIEW DATE: 1015/2009 OVERALL STATUS: Overall Disapproval PROJECT DETAILS: CONTACT DETAILS: FOLIO: 11- 2136- 001 -0160 NAME: JORGE LOPEZ ADDRESS: 11300 NE 2 AVE,, FL EMAIL: PERMIT TYPE DESC.: NEW SOCCER ENTRANCE PHONE #: 7864235487 DISAPPROVAL CODES: Disapproval Code 01: 0301 - Tree permit required. See application at Miamidade.gov/dermAibrary/permits/tree TASK R BY STATUS DATE STATUS Initial Core Review Laura E Hernandez 10/02/2009 Reviewed Comments: NEW ENTRANCE TO SOCCER FIELD TO BARRY UNIVERSITY. TREES Review Hilcia De la Cruz 10/05/2009 Disapproved Comments: Our aerial historic records indicate the presence (currently or in the past) of tree resources. Please clarify the information as follows: IF YOU DO NOT NEED TO REMOVE TREES: 1. On SITE PLAN, show trees within twenty feet (20L) of ANY type of construction, including driveways, septic tanks, fences, pipes, buildings, construction roads etc. 2. Show distance from these trees to construction. 3. Label the trees as existing to remain. 4. On SITE PLAN show 6 -8L barriers around trees less than 18 inches in diameter and show 10 -12L barriers around trees 18 inches in diameter or greater. IF YOU NEED TO REMOVE OR RELOCATE TREES: Permit applications are processed by the Tree Program. The following items must be submitted to apply for a permit: 1. Filled out TREE REMOVAURELOCATION application form. 2. Application fee (check or credit card). Please find the Fee Schedule on page five of the Application Package. 3. Two copies of site plan showing all trees. Please mark the trees to be removed /relocated. Final Core Review Laura E Hernandez 10/05/2009 Overall Disapproval PLAN CONDITIONS: NO CONDITIONS PLAN REVIEW FEES (FEES ARE SUBJECT TO CHANGE PENDING FINAL APPROVAL): FEE CODE DESCRIPTION USER DATE UNIT TOTAL D034 FastTrack Fee ADMIN 10102/2009 1 $50.00 D034R FastTrack Fee ADMIN 10/02/2009 1 ($50.00) Total $0.00 FOR MORE INFORMATION PLEASE CONTACT: YOUR DERM CORE REVIEWER: hemal @miamidade.gov DERM PERMITTING AND INPECTION CENTER, 11805 SW 26 ST, 786 - 315 -2800 DERM OVERTOWN TRANSIT CENTER, 701 NW 1 CT, 305 -372 -6899 Coastal: dermcr @miamidade.gov EQCB: egcb @miamidade.gov Specialty Engineering Reviews (industrial, storage tanks, industrial waste pretreatment, asbestos, paving & drainage, trees): dermengreviews@miamidade.gov Tree Permit applications: dermtreeprogram @miamidade.gov Water Control: dermwatercontrol @miamidade.gov Wetlands: dermwetlands @miamidade.gov REE COMMENTS CHANGES NEEDED FOR NATURAL RESOUR ES APPROVAL (All chang &s must be ech ically reproduced) DATE OF NOTICE: Our aerial historic records indicate the presence (currently or in the past) of tree resources. Please clarify the information as follows: IF YOU DO NOT'NEED TO REMOVE TREES: 1. On SITE PLAN, show trees within twenty feet (20') of ANY type of construction, including driveways, septic tanks, fences, pipes, buildings, construction roads etc. 2. Show distance from these trees to construction. 3. Label the trees as existing to remain. 4. On SITE PLAN show 6 -8' barriers around trees less than 18 inches in diameter and show 10 -12' barriers around trees 18 inches in diameter or greater. [If trees are too close to construction for proper sized barriers, please contact our office —(786) 315 - 2800.] 5. We MAY need to see pictures of the site or the downtown office may have to do an inspection to be sure that no trees will be damaged by the construction. IF YOU NEED TO REMOVE OR RELOCATE TREES: Permit applications are processed by the Tree Program. The following items must be submitted to apply for a permit: 1. Filled out TREE REMOVAURELOCATION application form. 2. Application fee (check or credit card). Please find the Fee Schedule on page five of the Application Package. 3. Two copies of site plan showing all trees. Please mark the trees to be removed /relocated. If there are more than 10 trees on -site, you need to provide two copies of a tree survey. Pictures: a. Show diameter of trees at chest height. b. Take pictures close enough to see the individual leaves and bark type and take pictures of the entire tree. c. The pictures must show a landmark in the background so that the site can be identified: a house number; a street sign; a building. If the pictures are not good enough the downtown office may have to do an inspection. TREE PROGRAM: 701 NW 1st COURT,. 7 th floor. (305) 372 -6574 WALK THRU FROM 8:00 a.m. TO 12:00 p.m. EVENING HOU RS BY A PPOINTMENT ONLY REVIEWER: PHONE: (786) 315 -2800 r rr► �r � - - • - ►J /'�,':;',�'��i{� � :aj� mar. = ems � � r.�'•.4 - '� '^tii - • ' - - - � } ��n�x��' r � �'� q a�� tip':`.,..' •`� '.. _ � _"!��r', •�•t; .� � vI ., �ti��•�' >.', tip. % r'i� Vii.;: h ?�;�r� '� ,� y �;�, •� _ + .. rr r r r- r r r r � s - r )rr• • I�rr r • r • r r� I r I • r• r� •r r r r r �r r rrrr r• r r r r rr� s r r� r � rr r r r rr Special Permits and. Requirements 1* Tree removal permit applications involving Tree removal applications for work in a a building permit must include the Natural Forest Community must include the following items: following items: L A completed tree removal application form along with 1. A completed tree removal application form. Upon receipt non - refundable application and initial inspection fees. of an application to do work within a Natural Forest Community (NFC), DERM biologists will inspect the site 2. Two copies of a site plan. This site plan must show all to verify that it meets the definition of a NFC. proposed site improvements, including driveway, septic tank, pool, tennis court, utility lines, sewer lines, setbacks 2. Two copies of a site plan. This site plan must show the and any accessory buildings. proposed site improvements, setbacks, including driveway, septic tank, pool, tennis court, utility lines, sewer lines, and 3. At the discretion of DERM, a tree survey may be any accessory buildings. required. Please see DERM Tree Survey Guidelines and Specifications for further information. Please be advised 3. Prior to the issuance of a permit to remove all or portion of that DERM may require the property and area of a NFC for site development, a restrictive covenant may be proposed construction staked prior to inspection. executed to provide for the preservation and management of the remaining forest community. Blank shell forms of 4. All permits require the full replacement of tree canopy. the covenant document form are available from DERM DERM approval of a tree replacement or landscaping upon request. plan may be required prior to the issuance of this tree removal permit. Please read the tree replacement Note: Contact a biologist at (305) 372 -6574 for requirement section for details. information about these requirements. Tree removal permit applications involving new road construction or any improvement in road right -of -ways must Tree Replacement Requirements: include the following items: 1. Tree canopy replacement will be required as a condition 1. A completed tree removal application form along with of every tree removal permit. Replacement Tree Plan non - refundable application and initial inspection fees. forms are available upon request and may be used when the canopy impacted is less than 10,000 square feet. 2. Two copies of the paving and drainage plan with the (See Canopy Credit Formulas on page 1). locations of all trees to be affected. Please be advised that the center line and/or limits of construction must be staked 2 • when replacement tree canopy exceeds 10,000 square prior to inspection and subsequent permit issuance. feet, a landscape plan must be submitted and approved by DERM prior to permit issuance. A performance bond 3. All permits require the full replacement of tree canopy. is required for the cost of the canopy replacement. The DERM approval of a tree replacement plan or landscaping bond must be submitted prior to permit issuance. The plan may be required prior to issuance of this tree removal Department accepts letters of credit and certificates of permit. deposits for the bond. �'tC.TE4...ANO �6-iAQfl.@.1E} K� �R1 �1,.AIM1r� Hum General'Information Section 24 -49 of the Miami -Dade County Code mandates the protection of Dade County's tree and forest resources. The following information should assist you in understanding Miami -Dade County tree and forest protection requirements. Please take the time to read this information carefully before filling out the attached application. Where and when are tree removal Will I be required to replant trees for the permits required? ones that 1 remove? Tree removal permits are required for the cutting down, All "regular- sized" trees you remove -- except for the exempt bulldozing, removal or relocation of any tree in Miami- or prohibited species -- must be replaced with an equal Dade County, except for certain exemptions listed on Page amount (100 %) of tree canopy. "Specimen- sized" trees 3. Permits are also required for any work in any require double canopy replacement. This is accomplished by designated Natural Forest Community (i.e. pinelands, planting trees from the categories below: hammocks). DERM may require the property owner to modify a site plan to preserve tree and forest resources. Note:A tree is defined as any woody or fibrous perennial plant Canopy Credit Formulas having a minimum trunk dbh* of three inches or greater or Replacement Min. Size Canopy with an Over All Height (OAH) of twelve or more feet. Canopy Type At Planting Credit (Sq, ft) Shade Tree 1 12' OAH* 500 What about the trimming of trees? Shade Tree 2 8' OAH 300 Tree removal permits are not required for the selective Palm 1 10' OAH 300 pruning of trees, provided the pruning is done according to Palm 2 T OAH 100 the most recent American National Standards (ANSI) A- 300 Standard Practices for Tree Care Operations. However, Small Tree 6' OAH 200 excessive pruning (i.e. hatracking, topping, etc:) which *OAH = Over All Height results in the effective destruction of a tree constitutes a You may be required to replant more than one type of tree. violation of Section 24 -49 of the environmental Code of What about stands of natural forest such Miami -Dade County. Any other activity that can effectively destroy a tree, such as trunk girdling, excessive root cutting as hardwood hammocks or pinelands? or use of tree - killing chemicals, also violates Miami -Dade If a site has been designated as a Natural Forest Community County Code. or if you think a site may be a Natural Forest Community, please contact the DERM Forest Resources Program at Who administers the Miami -Dade County (305) 372 -6548 for information. tree and forest protection program? What fees do I have to pay for a tree Miami -Dade County Department of Environmental removal permit? Resources Management (DERM), Urban Tree Program, Code Enforcement Section. Anon- refundable application fee (based on zoning) and initial inspection fee is rewired upon e� rmit gp licn ation submission. Who must apply for a tree removal Additional fees may be charged at the time of permit permit? issuance. See the fee schedule on Page 5. The owner of the property upon which the tree removal What happens if I do not comply with the work will occur must sign the tree removal permit. The owner may designate an agent to sign the application and conditions and requirements of my tree permit by submitting a letter of authorization to DERM. removal permit or remove a tree or forest without a permit? What types of tree and forest resources You may be issued a "Notice of Violation" and ordered to does the ordinance protect? stop all land clearing and construction until you have There are three categories of protected tree resources in complied with Section 24-49. Furthermore, you may be Miami -Dade County: "Regular- size" trees (less than 18" required to pay penalties for each violation and replace tree dbh), "specimen- size" trees (18" or greater dbh), and canopy. Natural Forest Communities which includes grasses, shrubs, How long will my tree removal permit be and trees. valid? One year, but can be renewed by contacting DERM. * DBH (Diameter at Breast Height): Trunk diameter measured at 41/2 feet above ground. No Permits Required unless the Trees are in ,a Natural Forest Community (NFC) or a protected preserve such as EEL lands. * *Photos of the trees should be taken before the trees are removed. Keep the photos for your records. * *Trees can only be removed with the property owner's consent. * *Photos & information may be viewed at http:/ /www.miamidade.gov /derm/Plants/ Prohibited Tree Species: 1. Australian Pine (Causuarina eguisetifolia) Additional Trees that. are Exempt from 2. Banyan Fig (Ficus benghalensis) 3. Bishopwood (Bischofia lavanica) Permitting 4. Brazilian jasmine (Jasminum fluminese 27. Guavas (Psidium , uq aiava) - Exempt 5. Brazilian pepper ( Schinus terbinthifolius from permitting 6. Carrot wood (Cupaniopsis anacardiosdes) 28. Norfolk Island Pine Araucaria 7. Castor bean (Ricinus communis} hetero h Ila - Exempt from permittin 8. Catclaw mimosa (Mimosa pigra) 29. Poison Wood (Metopium toxiferum) - 9. Day blooming jasmine (Cestrum diurnum Exempt from permitting 10. Earleaf acacia (Acacia auriculiformis 11. Gold coast jasmine (Jasminum dichotomum Other Prohibited Plants (they are riot 12. Governor's plum (Flacourtia indica) trees : 13. Indian rosewood (Dalbergia sissoo 1. Air Potato (Dioscorea bulbifera 14. Lather leaf (Colubrina asiatica 2. Burma Reed Ng raudia re naudian 15. Laurel fig (Ficus microcarpa 3. Climbing Fern (Lygodium spp .) 16. Lead tree (Leucaena leucocephala) 4. Napier Grass Pennisetum purpureu 17. Lofty fig (Ficus altissima) 18. Mahoe (Hibiscus tiliaceus) 19. Melaleuca ( Melaleuca guingenervia) 20. Queensland umbrella tree (Schefflera actinophylla 21. Red sandalwood (Adenanthera pavonina) 22. Seaside mahoe (Thespesia populnea) 23. Shoebutton ardisia (Ardisia elliptica) 24. Tropical soda apple (Solanum viarum) 25. Woman's tongue (Albizia lebbeck 26. Common Types of Ficus Trees: 1. Ficus altisima - lofty fig, council fig, false banyan • prohibited 2. Ficus aurea - strangler fig • native 3. Ficus behghalensis - banyan tree • prohibited 4. Ficus benjamina - weeping fig • non- native; never specimen size 5. Ficus citrifolia - shortleaf fig • native 6. Ficus elastica - Indian rubber tree • non - native; never specimen size 7. Ficus Iyrata - fiddleleaf fig • non - native; never specimen size 8. Ficus microcarpa Ficus nitida Ficus retusa -Cuban laurel • prohibited 9. Ficus religiosa - bo fig • non-native: never specimen si * *Non - native and native Ficus trees require a permit prior to removal or relocation. www.miamidade.gov /derm Page 3 Updated 5/2007 t q` S It is not a coincidence that the well shaded areas of Miami -Dade County also have the highest property values. Trees are the reason why. They are essential for community because of the following: BENEFITS 0 A well shaded home can cut your air- conditioning costs by up to 40 %. 0 A well - landscaped yard that includes trees can increase your property value by 15 %. 0 A well - forested community can reduce storm water runoff by up to 15 %. 0 Miami- Dade's trees remove 5,425 tons of carbon dioxide from the air each year, improving air quality and combating global warming. 0 Trees provide food, nesting sites and protection for a wide variety of animals and resident migratory birds. x a� www.miamidade.gov /derm Page 4 Updated 5/2007 PERMITS FEES Before Inspection After Inspection (must be submitted with the tree removal (must be paid before DERM signs the tree application) removal permit Single Family Resid. $63 appl. + $35* insp. _ $35* insp. + $121tree up to max of $320 $98 Multi- family $80 appl. + $35* insp. _ $115 $35* insp. + $12/tree up to max of $395! acre (cano Business $105 appl. + $35* insp. _ $140 $35* insp. $121tree up to max of $395 /(acre)(cano y) Commercial $105 appl. + $35* insp. _ $140 $35* insp. + $12/tree up to max of $660 /(acre) (canopy) Agricultural $55 appl. + $35* insp. _ $35* insp. + $6/tree up to max of $90 $265/ acre (canopy) Right -of -Way / Swale $28 appl. + $35* insp.= $35* insp. + $6/tree up to max of $63 $265 /(acre)(canopy) *inspection fees are bases on removal of less than 20 trees. The fee may be raised as follows: 20 -100 trees: $65 100 -200 trees: $130 >200 trees: $265 USE THIS TABLE TO CALCULATE YOUR PLANTING REQUIREMENTS OF YOUR TREE REMOVAL PERMIT If you plant a: With this minimum size: You will get this credit (in SQ.FT.): Hardwood Tree 12' Overall Height 500 Hardwood Tree 8' Overall Height 300 Palm 10' Clear Trunk* 300 Palm 3' Clear Trunk* 100 Small Tree 6' Overall Height 200 Overall height r tl Example: If you are requested to plant (See Replanting Requirenments in your permit) 1,500 SQ.FT., you can plant: a) Three hardwood trees, 12' height each (you will get 1,500 SQ.FT). Or, b) Two hardwood trees, 12' height each, and two palms, 10' clear trunk each (you will get 1,600 SQ.FT.). Or, c) Any combination of tree sizes up to the required credit. PALMS CANNOT BE MORE THAN 30% OF T HE TOTAL CANOPY AND FRUIT TREES WILL NOT COUNT TOWARDS MITIGATION. Clear trunk www.miamidade.gov /derm Page 5 Updated 5/2007 MIAM -30ADE Tree Removal 0ermit owner'and Contractor Information Owner Name: Mailing Address: City: Sta Zip Code. Phone: Fax/B Contactor /Agent Name: Address: City: State: Zip Code: Contact Number: Fax/Emai Site Location and Description Address: Property Folio: - - - TWP/RG /SEC: Current Zoning: Subdivision: Does intended use of property require rezoning or plat approval? Yes No Work Description Building Permit Process Number: Number and type of trees to be removed or relocated: Reason for relocation or removal: Total number of trees on site: (A TREE SURVEY IS REQUIRED FOR APPLICATIONS WITH MORE THAN TEN TREES) Application attachments include: Name of person certifying that all above information is correct: Signature When the permit is ready, would you like it to be: ❑ mailed or ❑ will you pick it up in person? fia��L LTSE ONLY Received by: Date Receiv Fees Included; Payment Type: Return this application form to DERM, Tree Program, Enforcement Section 701 NW 1st Court, 7th floor, Miami, Florida 33136 For more Information call 305- 372 -6574, Fax 305 - 350 -6203 J 4 8 www-herald.com TUESDAY, JANUARYIB, 2001 F' • Dade s . hao ' � s h a de TaFI:S, FRAM 18 Among the barest: Hialeah address a problem that DERM get areas hit by canker loses with less than 3 percent can and several environmental and and those with the least cano - lem," said Alyce Robertson, an opy and portions of south civic groups have been sound- pies, she said. The county also assistant director of Miami - Miami Dade like Leisure City, ing the alarm about for years, will provide a list of trees as Dade's Department of Envi- which Andrew left with just 2 Miami -Dade is still drawing well as planting advice to max - ronmental Resources Manage percent cover, up its canopy plan, Robertson imize the benefits, McCrackine meat. Broward County, parts, of said, so all the details haven't said. It's not simply a matter of which were surveyed in 1998, been worked out -- such as That will mean no palms. aesthetics or tree - hugger sen- ranks a little better at 7.7 to which communities and home - Though they look picturesque siibilities. Trees provide impor- nearly 25 percent, according to owners will get the trees. It in past cards and Chamber of tart environmental and eco- American Forests. Broward could take several years to Commerce publicity shots,. nomic benefits, cutting high got $2 million for its canker complete the distribution. The they'd don't provide as much air- conditioning bills, housing losses and .the Broward League county also hopes to avoid shade as natives like gumbo birds and 'slurping up storm of Cities-plans to use it as seed problems that have plagued limbo and live oak. Tp water. money for a bigger effort to tree planting efforts of ths- More trees- would not have raise $20 million for tree plant past: scandals over shor prevented the widespread ing from other government palms, missing malioganie "� u ff flooding of the last two years and private sources. d untended new trees dying -S from surprise storms. But the The grant for each county is m medians and parks. j .5. appropriate number of healthy 3u addition to the $100 vouch- • Robertson said said she hai trees would absorb about 15 ers individual homeowners already gotten calls about thi percent of the water, the were supposed to receive for program — mostly from peo U V au county estimates. losing citrus trees. ple looking for cash handouts 1 `- A healthy tree canopy can The money won't come "It's not money, it's trees,' i even boost home prices. close to replacing every lost she said, "and there's not goinj "All the places in Dade citrus tree, let alone the mil- to be a tree for everyone why County that you think of that lions lost to decades of subur- wants one." are great places to live gener- 'ban sprawl. But it will begin to The county does plan to tag ally have great trees," DERM Landscape lacking spokesman Sean McCrackine �� f MADE. Ip S�I�►�E said. O �N DE in shady trees Coral Gables, Coconut Grove, Miami Lakes, Miami Miami -Dade County ranks at the bottom for average BY CURTIS MORGAN Springs, South Miami, North tree canopy among communities surveyed in recent =Orgw@herWd.com Miami --- all have plenty of years by American Forests, an organization that trees. In Broward County, Evenbefore the state embarked. on Plantation and Fort Lauder- county motes urban forests and anti sprawl initiatives. The its controversial. chain-saw slaughter dale's older neighborhoods program w emoved nearly 565,000 trees. For Broward of c itrus, M1ami- Dade's trees were also have healthy shade cover- County, measured in five different areas In 1898 before disappearing at an alarming rate. age. the canker program took about 120,000 trees, the Because of decades of urban sprawl But overall, Miami - Dade's survey offered a range rather than one average. Some and Hurricane Andrew's destruction tree canopy is disturbingly comparisons of urban areas: a place most people consider a lush sparse, according to the non Chesapeake Bay, Va.: .... N . ............ NN.NN.. 39 percent tropical paradise actually rank: profit organization American Baltimore-Washington, D.C.:............... 37 percent among the least shady landscapes it F orests, which surveyed the Austin: ..... N.. N ......... . 34 percent., the nation. county in 1996. Houston: , N.. N. NN ...NNN..N..NN......N..NNNN..N. 30 percent. County environmental manager Even before the canker cut Atiarrtaa .... NNN...... N ..,,.NN,....«.NN.......N.N..N.. 27 percent hope a new $6 million grant from the back, the county had less than Tallahassee: N,. NNN NN ......,...NN..NNN....:...p. 22 percent. Florida Department of Agriculture LO percent coverage well Broward ,, .. , .µNNNNN.N.N. 7.7 percent to 24.8 percent will help restore at least a small P& below the 25 to 33 percent Milwaukee: ... Nµ ........N.. „ „ 18 percent of the loss by providing yw h average for U.S. cities and Seattle:.... p. N..N- .N.µN.... ......... ..NN.NN. 13 percent from 150,000 to 300,000 trees `to nowhere close to the 40 per- Miami -Dade: NN NN .N 10 percent homeowners across the county. cent 'the group considers ideal. "What we realized even before tie canker program went through is the sl�iarl we already had a pretty severe p rob