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BP-02-9530Miami Shares Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: EXPIRED Issue Date: 5/17/2002 Expires: 11/13/2002 Permit Number: BP2002 -953 Owner's Name: GLENWOOD AND JEANNE EKLUND Phone: (305)758 -9095 Permit Type: Imported Permit Work Classification: <NONE> Job Address: 1460 102 Miami Shores Village, FL Contractor(s) Phone Primary Contractor QUALITY ROOFING CONTRACTOR 305- 751 -0382 Yes Additional Information Perm Type: Building Alpha Two: Repair /Remodel SF Residential Alpha Four: Roofing Alpha Five: Residential Alpha Six: SINGLE FAM Pay Date: 5/22/2002 Pay Amount: 60 Pay Comments: 1 ck #17263 (3 permits Bond Return: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated Fees Due Amount Total: Building Department File Copy Applicant Signature Parcel #: 1132050240250 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 3,000.00 Re uired Ins ections G5 Iv Invoice Number Amt Due Amt Paid Total: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Dale 05/13/2002 1bb Address 1460 N.E. 102 Street Tax polio Legal Descriptionlly Designated: Yea No OwaedLessae /Tact Jealn Eklund Master Permit # ?)��� "9'!5� ®J OwncesAdd= . 1460 N. E. 102 Street Phan (305) 758 -9095 gCo Quality Roofing Contractor, Inc.. Address 13800 N.W. 1st Ave. Q Carlos Aroch sto # RC0058627 ArchitecdEngi Bonding C 4=y one Cmp y # 000017889 Ins, Co, (305) 751 -0382 Mortgagor Address Permit Type (drde one): BUILDING ELECTRICAL PLUitdHtl411TG NZCHANICAL '�t,'DOFING PAVING FENCE SIGN woRK DESCRIPTION j Repair flat roof, repair tie -in of flat roof to tile roof. Squm Ft Repair istimal1ed Cost (QUO) $3,000.00 WARNING TO OWNER: YOU DOW REC®RDANOTiCE OF COMI ONCENIENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR TO YOUR PROPEM (IF YET INTEND TO OBTAIN FOMCING, COST WITH YOUR LMER OR AN ATTORNEY BEFO RECORDING YOUR NOTICE OF C0*MKCEMENT.) . AM&adm is henmy made to ' apemmk to do wodc and iasRa hdm as hxUoated above, amtd an the attached addmdm (if a"Um Ne). I Cm!* that all work will be performed to meet the mall lays negnlatiag caa�ractiorr iA this jwrisdidion I rmderdand that separate permits are required for ELECTRICAL. PLMMING, SIGNS, POOLS, ROOFINQ and MECHANICAL WORK' OWNERS AFFII)AVTT: I outoy that all the foregoing infommatim is acomW and that all work will be done in complimm with all applicable laws regulating won and zonI Fwtbermme. I the aboveatemed cowmI to do the work dated. ' ofownur D Notary as to OwneanI My CmnwiswmExpims: MMYLOU KERN MY COMMISSION # DD 06W9 EXPIRES: October 10, 2005 B!! Thru Notary Public Underwdta,s Notary" as to Coott witor or MY Ca udsdcm Expires: MY COMMISSION # DD 06W9 EXPIRES: October 10, 2005 bonded That Notary Public U;;;; i m FM. PERMIT ®� RADON C.CF. NOTARY BOND APPROVED: TOTAL DUE zomling 2 Elect<ice[ Mwbenical Plumbing Structural Engineer s v ER r Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 5/17/2002 Applicant: GLENWOOD Owner: EKLUND JOB ADDRESS: 1460 NE 102 Buildin g Permit Permit Number: BP2002 -953 EKLUND GLENWOOD ST Contractor QUALITY ROOFING CONTRACTORS INC Contractor's Address: 13800 NW 1 AVE Local Phone: 305 - 751 -0382 Parcel # 1132050240250 Legal Description: MIAMI SHORES BAY PK ESTS AMD Fees: Description Amount FEE2002 -2856 Building Permit Application Fee $60.00 Total Fees: $60.00 Permit Status: Approved Permit Expiration: 11/13/2002 Construction Value: $3,000.00 Work: REPAIR FLAT ROOF REPAIR TIE IN OF FLAT ROOF TO TILE ROOF Page 1 of 1 PB 56 -86 LOT 8 Total Fees: $60.00 Total Receipts: $0.00 If there is no permit aackaae accessible on the lob -site for inspectors to verify. there will be no insoections. Re- inspection ®Serurity en_leonreA Aaru men f. See 6ork for detail a. Q] QUALITYRoonNG CONTRACTOR, INC. .13800 N. W. I ST AVENUE 3 MIAMI, FL 33168 -4849 PAY - OR ER OF .i ORDER OF At 17263 83 -4/830 R. DATE S� 2 2 —c')1 1345 i $ �P -30 Bankof America, l�„ AF.H R/r083100277 FOR`! 11"01,72630 1:0630000471: 00 1595300 246iin LLARS 8 BLK 3 cation herefor in strict compliance with all fications that may have been submitted to s or If the plans are changed without 3onsibility for a thorough knowledge of the that he assumes responsibility for work done Ins pertaining thereto and in strict conformity responisibility for all work done by either SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner witli the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - `Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing .system meets the wind resistance and water intrusion. performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renafling 'Wood Decks: When replacing roofing, the existing wood roof deck may have to be ren iled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring u (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be 4ve wed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the .underside of the decking may not be acceptable. The Florida Building Code provides -the option of-maintaining this appearance. 5. Podding Water: The current roof system and/or deck of the building may not drain well and may iiscLewrater to pond (accumulate) in loNv -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. � 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not oN_•erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. �. Ventilation: Most roof structures should have some ability to vent natural airflow through the in erior of the structural assembly (the building itself}. The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service-life of the roof. f 7,1�4ner's/Ag�nt's Signature DaW Contractor's Signature CADOK' AIE- Ikmy`.IOCAI.S- I%Temp\SECTIOY ISM41K i Date —00 Job Address Legal Description 311L Owners /Tenant C /� Owner's Address L � 0 4 Contracting Co. Qualifier State # Architect/Engineer Bonding Company Mortgagor PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Ta.x Folio Yes No JZ _ Master Permit # 7 Phone Y0.5 ��9'1 ZQ 2 - -® Phone Municipal # Competency" Ins. Co. `? J % 4'SV d� eaa� Permit Type (circle one): BUILDING ELECTRICAL PLUMB94G MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 7y St Square Ft. 13�1- L- estimated Cost (value) ' II WARNING TO OWNER: YOU, MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR 80119 VEM UM TO YOUR PROPERTY (III' YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE, RECORDING YOUR NOTICE OF CO CEMENT.) Application is hereby made to obtain a permit to do work and installation as ind tail above, and on the 'attached addendum (if applicable). I certify that all work will be perfomied to meet the standards of all laws regulating construction m thins jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK OWNER'S Ap?mAV1T: I certify that all the construction and zoning. Furth nrm9 , I autl 11 i ring information is accurateland that all work will be done in compliance with all applicable laws regulating the above -named contract to do the work stated of owner and/or Condo President N as tf Owner and/or Condo President t1ate LZ My on Expires: Joel Broiler MY COMM010N # CCO86845 EXPIRES Febt wry 21, 2004 ^' RPM `�P °• BONDED THR TROYfABV4NSU Mq IN, )4-ha as t$ Contractar,��vner- Builder Data My Commission Exprt �xN 1001 Broiler *s MYCOMMatoly # CCams EkP1R1�` FEES: PERMIT RADON C.C.F. a NOTARY Q � BOND APPROVED: _ TOTAL DUE n�o �N Ilrti � Zoning O ASP ave uilding Electrical Mechanical Mechanical Plumbing Structural Engineer 0 k /7-5. i6v* 1UP* P* xl .0� 50' CP- -k- Th,'s; property described as: r"U00 Lot 8, Block 3 FLOOD REEPLAT OF TRACT A OF uORES BAY cov.=,Unit- iio.: 1 X65' vi!AmI S, all parlo! - 2 �1, 140 93 Su L :3 ESTJVMS 3-- - 94 7--ccordiii to the Lc%t C.-J: F. .it.::.. - --4 +9.00 N.G.V.t;- L. q ;, 0 56, Pa C! 0 - �j of th<- pubjjc -*,toco -&-, D:idt� County, Fio—;da- Note. Underj;70Und yence ownerc -;t .:p by -)i)-. id. 35? oo a la o Certified To: Rapid Title SerNices Companyr Attorneys' ,ritle'lnsurance Fund, Inc., Eklund. Glenwood C. and Jeanne R. and Dow Guarantee Corp., -its successors and/of a-�4:iqn3. 0 77�7 \A - V% EA V,t x �J�,414 0 k /7-5. i6v* 1UP* P* xl .0� 50' CP- -k- Th,'s; property described as: r"U00 Lot 8, Block 3 FLOOD REEPLAT OF TRACT A OF uORES BAY cov.=,Unit- iio.: 1 X65' vi!AmI S, all parlo! - 2 �1, 140 93 Su L :3 ESTJVMS 3-- - 94 7--ccordiii to the Lc%t C.-J: F. .it.::.. - --4 +9.00 N.G.V.t;- L. q ;, 0 56, Pa C! 0 - �j of th<- pubjjc -*,toco -&-, D:idt� County, Fio—;da- Note. Underj;70Und yence ownerc -;t .:p by -)i)-. id. 35? oo a la o Certified To: Rapid Title SerNices Companyr Attorneys' ,ritle'lnsurance Fund, Inc., Eklund. Glenwood C. and Jeanne R. and Dow Guarantee Corp., -its successors and/of a-�4:iqn3. d5 ^.3 j .. , VA 0 RE 5y, 782• 11— 0 a I P \A lk I V,1% nI z AV 25 Xt- 0 77�7 - e6 �J�,414 i Eklund, Glerwood C. and PROPERTY Of Jeanne R., 1-460 N-17. 10-�nd street, e-Jami Shores., P, Flor�d4 3' 0 LA 1E .d GARCIA. INC. L with sut%eNt-r'. Ieal.- i RS I k%-D %I R\, t N Ok, I C-1 INK. - ~,•!f'r't`_ _ ,., +P• R0 H,)\ 561111 Mw-,:,. f."4A, ifl,;, T7- -_ 1305) 666-7909 1,305)523-8663 ZPZ7 R 1`381 -4- - L V /I d5 ^.3 j .. , VA 0 RE 5y, 782• 11— 0 a I P \A lk I V,1% nI z AV 25 Xt- e6 Eklund, Glerwood C. and PROPERTY Of Jeanne R., 1-460 N-17. 10-�nd street, e-Jami Shores., P, Flor�d4 3' 0 LA 1E .d GARCIA. INC. L with sut%eNt-r'. Ieal.- i RS I k%-D %I R\, t N Ok, I ~,•!f'r't`_ _ ,., +P• R0 H,)\ 561111 Mw-,:,. f."4A, ifl,;, T7- -_ 1305) 666-7909 1,305)523-8663 ZPZ7 R 1`381 'Z'r�-Zr �-,! 63 "Name,, revised. CRITIQUE SHEET JOB ADDRESS I / by A) • F. ® J-- S ' APPUCANT - �� `- U0 _ w N ER, PHONE # Q 1G1,117 V�2_. FEP C. C ` C.z N �, c ? d' - APPLICATION SHEET —OF MISCEUANEOUS om M A Am®r AZA � - E tom, PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING ! ZONING DEPARTMENT SECTION BY DATE ZONING' ELECTRICAL. MECHANICAL. PLUMBING FIRE PUBUC WORKS STRUCTURAL. _ BUILDING OFFICIAL. � t. "ed to coaapilancs with aft FFed*A State. County.%,&" noes end regulations. wago assn m no rssponstb9ity for accuracy offor results (cosh these puns. x. This copy of plans stud be avai(ablo on building site or no Inspection vda be coadaded. mew_ Tlt DATE zc-) Ai% l Al = COMMENTS INITIALS LIA GE2F:�-C6- ,1-s 601A.)6 7_*—�> fb� j)'040 E. D1_ e ()IV°d W!Lk� It�- �lM1Drlrly� r >lZv'7S ir.�d c(r Si 11,6 emirs �� �'� r� � W.P4 w C, A �EcA Is �S 3'' °VL 1 �u �,A M, C MODEL B Section �— E¢ I l�Z F D ,xz POST u Plain Caner End Line 0 A B C D j E F J F4CKET9 POST u Plain Caner End Line 0 L MIAMI SHORES VILLAGE, FLORIDA BUILDING mate ... ELECTRICAL Cl - 77i Contractor's j PLUMBING ❑ PERMIT . License No. ROOFING ❑ ❑ Work to be performed under this Permit �'#, > �'r �/ r;�;r . 1,� ` ✓ t ..f1 f.. °'�; Owner of p/ . d jj ire 0 �� Building ! �'��'Yd 4:6�. t�_i ` fji! Y = b.i A � � 4,r, f o s Arcidtac i�1 �! " r�# d �•Y P'�,1. i'i �r� t`,� /fr7 ~~ ' CoItractor f 1' Permit: f or Builder ,0` t . r ? % r t t . I •A l .CCF ( Sob Legal - �tatr l�t isio f Bond: Description i. i Sq. Ft.: Radon: . �• Address of 1L1 L j f f ,/� Id � �,� � Project �r Amount of / Building its' l°, $ Permit: t/� This permit is granted to the contractor or builder named above to construct the building or to install the equipment or :device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in -compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities: This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the- contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and ; regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications, and that he assumes respon- sibility for work done by his agents, servants or amplo i �.! Signed • (INSPECTOR) BY 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 acceptin this permit I assume responsibility for all work done b either, myself, m a Po tY Y y , y gent, servant or employee. 3437A200 10 /30 /00tilll_ 41-190 , CONTRACTOR or BUILDER by AUTHORITY . a BUILDING MIAMI SHORES VILLAGE, FLORIDA DaisL •r `� 19� jy• . ELECTRICAL 0 X77L 3 1 C orPUMBING ❑ PERMIT License No. ROOFING ❑ d /� �''" �`���.c 6 to ❑ Work to be performed under his Permit-4. p,, 4'.,. a-i rl %; � ' :1 �' r 1 . L •.11 °_ Owner of / Binding - f t t_ td t .. j i i . P' -I V ° _ I .. d f .,��? r t? �r ,' y Architect ;Y /_T rt : ( j' 0' d i� j'/.•' !,"t l i ` S ai !rj (.�, ;! L Contritctol / �' , «, f J Permits r j or Builder ' r Ir 1. / ";:t/Y, :�¢� If �j �• S CCF: _� /.r' r--� Subdi- i .? - Notacyc 3 ,Lot vision , " ( °1 K '�L Bonds , !1 `,a Description 1 ,,i • �' / / ; , B1. Sq. Fta ' S -mss .: ,. Rations: " Address of I J A A �n Value of + Amount of,/ 1 U Building +� r 7'. Project $_X Permits 411 "•'^' This permit Is granted to the contractor or builder named above to construct the building or to install the equipment or device. described in the applies- don herefor In strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plain, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work h not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted In the understanding that the- contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or emplo s �./ Signed • (INSPECTOR) BY In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. i1l 3437A200 a" f. , .'.. CONTRACTOR or BUILDER Y AUTHORITY 9..�i:nei�dk..i}.ii+4 di.:l +il;a ii.•_ �.i .S - �.y.50- idr, «5.. *- -..+.� pit {�*- ii!i�.'�:ii.: .. _ -_ �irl .i . - ._..J'._ -- ♦ R.rii .a, .a Y�L >frY± .SFii:.ii.'$f'rv2'1d '4Y1TS_T'1�. .. `317 ntrl i MIAMI SHORES VI LLAG E BUILDING INSPECTION DEPARTMENT � 3 (74-1 APPLICATION FOR BUILDING PERMIT 1 Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build in or other structure h rein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, d all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the . g Division of Miami Shores Village shall be compli ed' with, whether herein ecified or not. A copy of approved plans and specifications dust be kept at building during progress of the work. __�'�c Owner's Name and Address 61 � tf A) .5 A!5 � C O AI S %. _��! No. If d d Registered Arehkeetand /or P sei' R1 S ZAJ Name and address-of licensed contractor &e-- CA-,j /� �_q`�,�® �cr/P <L4_ c� .�6� 36 .fye Location and legal desc4tion of lot to be built on: Lot Block_ Subdivision �� �A%pl�C E ^s T ,_� Street and Number whe�e work is to be State work to be done and ¢urpose of building (by floors) $�f�iY' /.e�J r'4 7-1d e L- OT4,e�!4. - '1 VA- for no other purpose. New Building - -1_ Remodeling Addition , Repairs No. of Stories____________________ To be constructed of u c441W Sind of foundation - Roof Covering Estimated Total cost of provements $_ _ ___ 7 8 , Q0 _.Amount of Permit $�_ k� Zone cubage require plan Cubage Distance to neat nearest building Size of Building Lot— - Maximum live load to be home by each floor— I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned ap�licaut for this building permit)loes hereby certify that be understands and accepts his obligations as an employer Of labor under the Flo ' Workmen's Compensatiou Act, being Section 5988, Compiled General Laws of Florida, Permanent Supplenient, and has complied with a provisions thereof, and will require similar compliance from all contractors or sub - contractors employ by him in the work to be perfo ed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are reiiitired by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA,' COUNTY OF DADE, I I ss. ( Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared and who, being by me first d of the above described nstr therein by him stated ar7true. Permit No. Disapproved ( Signed) me well known, sworn, ufon oath deposes and says that he is the _ _ 3n, that he has carefully read the foregoing application, and that he did sign the same, and that all facts Read, Sworn to and Subscribed before me. Date _ Notary Public, State of Florida pector My Commission Expires— PLANNING BOARD _ _DATE Member Member Member Member Member Council Approved I Date Disapproved NOTE: A charge f $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-gi ction fee' of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. °y- I It -fYPt I 'CYPt II.. _N PC. M. Ate. e&-bM th L.L01.To 6t MG,R.1C T`(PE. D MEI1SIO1`1S 'T411CKrJESS M�,x. P,SED,M SP4t.1, C.'CO C. SPAGItJ� cj b ► �. 3 a -CO 'j -O Ca' -,� 5 -CJ' 4.0.. �� 3.00 1.056 .L /aJ�O .�.J�P �1��0 CJ' — © -C7 0' -v/" GN II 2 4. .OSa L I 3 50c) 3.c .ovA. .CE .o%. moo .tao .100 1°J -10 21'-o 1.1 I _ 1.10 3.2D .110 OCxO .100 2d:-© 25 -d, 21'- 2• 2�J' -O ?�t ; -2" O I 3 810 5 x" .120 .o-p . tog 21'-Vr O -C; N' -2" C64' t6-0" P I d.. 5 to to 3: j5 . t55 .off . III 4.00 3c .OE6 ,OCR 088 13 -10 Itl' -�" l5 -d" tG; -3" I 3. cao 3aD .�4- .00do .opt. ��' to' N 1d'- l 301 I 3. J.00 300 .125 .Oa& .125 2e-2" ACS I A,00 8.m 3.00 .125 .o-P .Me, !Z j -5 288 -6" 2C;-e; tA'- 3 aotO I A..bo 10.00 4..00 , uo . (7G .140 - c1- -d- 5cp-O 36-0 AO d: 4-6 -S I h. 2. A-40 .ors .0501 .toe, a, 16 t',.5' -5" IX-4 .. 14: -I t,. tom- t`. J IIC 2. G.00 .0co .Or'O .1p5 tiL II� 2 7.Od .I4� .ono . 24:-G" 2S -a 2::; -1 t" 2e; - a6 Ad E>U.AM 1`016.0 TlAXA_r .5 A61 CONTROL. PRODMT5 , INC. ;C W.W. l ' M�AM1, F OP,\aA ¢EV►s�av t3Y 'xlawt= .2t- su1SKl1�1 Assoct�-cE.s tts.C. Et1Ca1 E.Et�S ll�.M1 F�.�LZIDA. MES P 5Al5 LlkA P r-. T1�. � OF t; t.�tZ1L7p� C-. TAEbt.F� JPs 4 -Co4- PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 2 Date0k IL 00 Job Address /1746 Q AI /02 S-4 Tax Folio/ 1 e7 � S 0 24 e )-,S C) on LO-/ LOGIe Historically Designated: Yes No Owner/Lessee / Tenant 16L a X)OI Master Permit # Z44q 9,q) f �, Owner's Address 6� 60 /U E /(0)— S Phone Contracting Co. R L E L l � Tx Address qS I A16- J S QualifierF h*%i4i � E,gRRU (lSn N Phony State # 0 D / 4-4 / �k Municipal # 5 � Competency # 9 7E-p0 0 Z7Yins. Co. l "C# .T ALV Architect/Engineer.. Address, Bonding company_ Address Mortgagor �-- Permit Type (circle one): BUILDING ELECTRICAL WORK DESCRIPTION /V 0 A) fllO, 5 �,1 � Z* 0A /-r Address MECHANICAL ROOFING PAVING FENCE SIGN' Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AVfI : I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating canstructi and zoning. Furthermore, I authorize the above -named contractor to do the work stated. n A A '% w d of owner and/or Cando President ivouny as My.Commi�: s —D (- � 'l ie ►V m L40NTIEL , P0102 GJ � C L Signature Fi Not5W as to Con My Commission or Owfier-BuRder ARY PUBI)c 5rATS E)F 1 tARIDA 0OMML4BM No. CC 7 Utti3 P 71L 03 FEES: PERMfT A cue RADON C.C.F. NOTARY_ BOND ZV APPROVED: TOTAL DUE_ Zoning Building Electricalt�b' Mechanical Plumbing Structural Engineer door GFI door l VA Tuc� Notes 1 -new 15A ltg clr to � i �� � Avs �(to NuJ Ln exist pnl, o, x c �. 1 -new pnl GFCI rec to exist Ul E { L s L 1 -new 240v 60A cir to J Qj u S Coining exist exist pnl pnl 200A 40 cir o W IU ll e,S L -N S FI GFI breaker 60A/240V SPA 3 —o� .. s BILLYS ELECTRICAL SERVICES INC 951NE155ST N MIABEACHFL33162 . . M `village of-Miami Shores N° 3977 /'� JOB 0 p- 9- ADDRESS Z INSPECTION iii _ C' •� 1 B 1 INSPECTOR DATE N 4-7- PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 2 Job Addn�s 1 yM o p) . � Z D Q J=3 Tax Folio Legal Description Historically Designated: Yes No ,V Owner/Lessee /Tenant 4 5 E &AJ 4 &4AJA k., C%C„C. [/d Master Permit # � 8 2 Owner's Address 17� a � zv4z 5-e, /uS Phone 30cr•- 7, re- Contracting Co. CL NU J) r r Address Qualifier State # Municipal # Architect/Engineer Bonding Company Mortgagor Permit Type (circle on BUILDING // WORK DESCRIPTION I ) 1- SS# _ Competency # Address [74V771111 Address Phone Ins. Co. PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Square Ft. ��, Estimated Cost (value) , - V057 9 C WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. Furthermore, I authorize the above -named contractor to do the Ark stated. A U Signature of owner and/or Condo President Date Notary as to Owner and/or Condo President Date Nosy as t%tontracto%r Owner - Builder ` I , Date My Commission Expires: My Commission Expi tiPRY P&a OFFICIAL NOTARY SEAL ANGELA M BECKER 1�� * COMMISSION NUMBER �,+ < CC786697 9lF �� MY COMMISSION FXPIRES otiC f tV ®V. 15;7002. FEES: PERMIT RADON C.C.F. L�� NOTARY S. O 0 BOND APPROVED: TOTAL DUE Zoning Building Electrical Mechanical Plumbing Structural Engineer .... ............ )RD a UA ... ............................ ....... (MIMIDD/m FILIA... C-11 i"M PRODUCER I 04/26/01 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE ANDY'S ASSURANCE AGENCY HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE 4817 NW 183RD STREET COMPANY CAROL CITY, FL 33055 (305) 620-1664 FAX: 620-1665 — A STATE NATIONAL INC. BURNS & WILCOX INSURED COMPANY DANIEL HELWIG B 11214 PINES BLVD #224 COMPANY PEMBROKE PINES, FL 33026 C COMPANY D THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. co LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DDrM POLICY EXPIRATION DATE (MM/DD/yy) LIMITS GENERAL LIABILITY GENERAL AGGREGATE s300,0 0 0 X PRODUCTS - COMP/OP AGG $ 300,OOO COMMERCIAL GENERAL LIABILITY CLAIMS MADEFX OCCUR PERSONAL & ADV INJURY $300,OOO A OWNERS & cowmarosis PROT TBA/2001-03-221 04/26/01 04/26/0 Y EACH OCCURRENCE $ 300,OOO FIRE DAMAGE (Any one fire) $50,000 MED EXP (Any one person) $5,000 AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT $ BODILY INJURY (Per person) ALL OWNED AUTOS SCHEDULED AUTOS BODILY INJURY (Per accident $ HIRED AUTOS NON-OWNED AUTOS PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN AUTO ONLY: ................... . ..... . ....... ......... – .... 1.11 ... .--- ........... ... .. ..... . ................ . ANY AUTO EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ AGGREGATE $ UMBRELLA FORM $ OTHER THAN UMBRELLA FORM WORKERS COMPENSATION AND EMPLOYERS' LIABILITY 0 STATY, I - 1 TORY UM 1 0 TH. .. ......... EL EACH ACCIDENT THE PROPRIETOR( INCL PARTNERS/EXECUTIVE EL DISEASE - POLICY LIMIT $ EL DISEASE - EA EMPLOYEE $ OFFICERS ARE: EXCL OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNMICLES/SPECML ITEMS INSTALLATION OF HURRICANE SHUTTERS ...................... ................. . . . . . . . . . . . . . . . . . . . . . . . SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE MIAMI SHORES BUILDING DEPT EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 90 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FPLURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY ,fpF Ay KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. MED REPRES ............................ .......................... .. ................ ........ ............ ------- ly R it a y k _-,A G 11 �n k It qo 4 mw N � mw qp It 11 uWAQ ��,oilat� �U t..Cttp�,.j s" tA .0e .3 1100 llpL& �Y a vas 0,� 130 ,60, of,/;L r opsm ot&+s[ ice- — e c6r _ +Acoc6c+P.4 SA*fs- D:O I V U art, I Y, 4 Y 7l, ua Dear We are the Dade County Notice of Acceptance Holder for the 6.8" Accordion Shutter under number 99- 1220.09. This letter authorizes ir1r,�- iYl r� ,' `t,�.y to use our 6.8" Accordion Shutter to be used at the following job: Mr, a CS. &I" }w bo AJZ IOa , M; MYV41 1 J.'L 3 313 E> Sincerely, Mathew Cicero President Coastal Shutters, Inc. 3789 N.W. 46th Street - Miami, Florida 33142 Office 305 - 633 -3351 - Fax 305 - 633 -3516 1- 888 - 927 -3740 ent Sy: COASTAL-SHUTTERS; PC 305 633 351e; Apr-12-01 10.38AM; Page 111 Dcar We are the D&de COMO NOLict OfAooept;3arce Holder far the r}.$ under Number 99- 1220. ", cicimo taent S xy. ftjqdM 33142 0 Shu1x-t to use our Sent By: COASTAL SHUTTERS; ►II A... M- 305 633 3516; Apr -12 -01 10:09AM; Page 2/4 E COUNTY. FLORIDA FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE {vSETRO -DADS FLAGLEP P{UILDING 14 WEST FLAGLER STREET. SUITE 1603 WAtitl. FLORIDA 33130 -1563 PRODUCT CONTROL, NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Coastal Shutters, Inc. 3789 N.W. 46th Street Miami FL 33142 Your application for Product Approval of- 6X I Accordion .Shutter. under Chapter 8 of the Code of Miami -Dade County governing the use o Construction, and completely described herein, has been recommended f County Building Code Compliance Office (BCCO) under the conditions This approval shall not be valid after the expiration date stated below. 8 product or material at anytime from a jobsite or manufacturer's plant for If this product or material fails to perform in the approved manner, BCC the use of such product or material immediately. BCCO reserves the rig determined BCCO that this product or material fails to meet the requirer Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99-1220.09 Espires-02/04f2003 THIS IS THE COVERSHEET, SEE ADDI'T'IONAL PAGES FOP TRACTOR LICENSING SECTION (305) 375.2527 FAX (305) 375 -2559 ;TOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375.2908 PRODUCT CONTROL, DIVISION (305) 375.2903 FAX (305) 372 -6339 Alternate Materials and Types of r acceptance by the Miami -Dade ipecifted herein. CO reserves• the right to secure this uality control testing. may revokc, modify, or suspend to revoke this approval, if it is :nt5 of the South Florida Building Z' / // 4­4 //4-7 !Raul Rodriguez Chief Product Control Division SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PR0DVCT REVIEW CO VIMMEE This application for Product Approval has been reviewed by the BCCO and Product Review Committee to be used in Dade County, Florida un 1 of 3 Approved: 02/04/2000 Internet mail address: postmaster® buildiagcodeonline.com qW Romepage: I approved by the Building Code the conditions set forth above. rancisco _ Quintana, A. Director Miami -Dade County Building Code Compliance OfFIL ildi ngcodeontlne.com 0 Sent By: COASTAL SHUTTERS; Cc oastal Shutters, Inc 305 633 3516; Apr -12 -01 10:10AM; Page 3/4 ACCEPT CE No.: 99- 1220.09 APPRO,VVI _ FEB 0 4 2000 EXPIRES I FEB 0 4 2003 1. SCOPE This approves an Aluminum 6.8" Accordion Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFSC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum 6.8" Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 9 -909, titled " Coastal 6.8" Residential Accordion ", prepared by Knezevich & Associates, In,—, dated December 3, 1998, last revision #1 dated March 19, 1999, sheets 1 through 6 of 6, b acing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These document; shall hereinafter be referred to as the approved drawings. 3. LMTATIONS All permanent set components, included but not limited to err bedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected again t corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum 6.8" Accordion Shutter and its components shall a installed in strict compliance with the approved drawings. S. LABELING Each unit shall bear a permanent label with the manufacturer's following statement: "Miami -Dade County Product Control Api 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by co 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as ideni of Acceptance, clearly marked to show the compo installation. 6.1.3 Any other documents required by the Building Building Code (SFBC) in order to properly evaluate Helmy AAOaka Product Control 2 of 3 or logo, city, state and the ies of the following: in Section 2 of this Notice selected for the proposed icial or the South Florida installation of this system. P.E.- Product Control Examiner livision Sent By: COASTAL SHUTTERS; 305 633 3516; Apr -12 -01 10:10AM; Page 4/4 •" Coastal Sh+u„tters, Inc. ACCEPT EXPMS I Renewal of this Acceptance (approval) shall be considered after a re the original submitted documents, including test- supporting data, a than eight (8) years. 2. Any and all approved products shall be permanently labeled with the the following statement: "Miami -Dade County Product Control Al the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a'change in the South Florida Building Code al and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the on C. If the Acceptance holder has not complied with all the requi] the correct installation of the product d. The engineer, who originally prepared, signed and sealed submitted, is no longer practicing the engineering profession. CE No.: 99- 120.09 FEB 0 4 Z006 FE 8 0 4 2003 ication has been filed and documents, are no older :turees name, city, state, and , or as specifically stated in the evaluation of this product originally approved. ments of this acceptance, including required documentation initially 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. S. Any of the following shall also be grounds for removal of this Accep nce: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any produe for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -D de County, Florida, and followed by the expiration date may be displayed in advertising literature. If an portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other Jocuments, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3 END OF THIS ACCEP'TANC I Helmy A. , P.E. - Product Control Examine] Product Co of Division 3 of 3 a OVQA �o � { OgAil _ �+1,4 'S" a IV a $a �� �J � ,y _ �►. �, .r, � °K. �,,_ 5 �: ,� ► , Z. N-1 m e PA Ok1 1 Re" 9 e Q 1T.-I NN a Sent Byr COASTAL. SHUTTERS; S ' \I i e k. Hsu-- f%= .1 305 633 3516; Apr -12 -01 10:09AM; Page 2/4 8u PRODUCT CONTROL NOTICE OF ACCEPTANCE Coastal Shutters, Inc, 3789 N.W. 46th Street Miami FL 33142 C' Your application for Product Approval of: --6.8" AccardivnShutrer.j under Chapter 8 of the Code of Miami -Dade County governing the use o: Construction, and completely described hereiri, has been recommended fc County Building Code Compliance Office (BCCO) under the conditions This approval shall not be valid after the expiration date stated below. BC product or material at anytime from a jobsite or manufacturer's plant for c If this product or material fails to perform in the approved manner, BCCC the use of such product or material immediately. BCCO reserves the riph determined BCCO that this product or material fails to meet the requirem Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 99- 1220.09 Expires 0-210412M f -DADE COUNTY. FLORIDA DADE FLAGLER BUILDING DING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING WEST FLAGLER STREET. SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 575 -2901 FAX (305) 375 -2908 ONTRaCTOR LICENSING SECTION (305).375.2527 FAX (305) 375 - 2553 :TOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375.2908 PRODUCT CONTROL. DIVISION (305) 375.2902 FAX (305) 372.6339 Alternate Materials and Types of r acceptance by the Miami -Dade specified herein. CO reserves• the right to secure this uality control testing. may revoke, modify, or suspend to revolve this approval, if it is ;nts of the South Florida Building /,/ �///4_7 IV Raul Rodriguez Chief Product Control Division THIR TS THE COVERSHEET. SEE ADDITIONAL PAGES FOIE SPECIFIC AND GEEN E RAL CONDITIONS BUILDING CODE & PRODVCi REVIEW C This application for Product Approval has been reviewed by the BCCO and Product Review Committee to be used in Dade County, Florida un 1 of 3 Approved: 02/04/2000 Internet mail address: postmaster @buildiugcodeoisline.coai qW Homepage: I approved by the Building Code the conditions set forth above. rarlcisco _ Quintana, R.A. Director Miami -Dade County Building Code Compliance Ofii; Sent Byr EOASTA� SHUTTERS; 305 633 3516; Apr -12 -01 10:10AM; Page 3/4 Coastal Shutters, Inc. ACCEPT CE No.: 99- 1224.49 APPROVEP FEB 0 4 2000 .EXPIRES FEB 0 4 2003 • CTANiIAI?il f`l1NriT'1'Yf11�tC .. 1. SCOPE This approves an Aluminum 6.8" Accordion Shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SF8C Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION This Aluminum 6.8" Accordion Shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 9 -949, titled " Coastal 6.8" Residential Accordion ", prepared by Knezevich & Associates, In-.., dated December 8, 1998, last revision #1 dated March 19, 1999, sheets 1 through 6 of 6, baring the Miami-Dade. County Product Control Approval stamp with the Notice of Acccptance number and approval date by the Miami-Dade County Product Control Division. These document shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited toe bedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected again. t corrosion, contamination and damage at all times. 4. INSTALLATION This Aluminum 6.8" Accordion Shutter and its components shall a installed in strict compliance with the approved drawings. 5. LABELING Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statemcnt: "Miami -Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by co, 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as ident of Acceptance, clearly marked to show the compo installation - 6.13 Any other documents required by the Building Building Code (SFBC) in order to properly evaluate Helmy AAOaka Product Control 2of3 ies of the following: in Section 2 of this Notice selected for the proposed cial or the South - Florida installation of this system. c_ wff- — P.E.- Product Control Examiner division Sent By! 00AST4 SHUTTERS; t a � Coastal Shutters, Inc.. 305 633 3516; Apr -12 -01 10:10AM; Page 4/4 ACCEPTA CE No.: 99- 1220.09 FEB 0 4 2000 AAPRni EXPIRES FE 9 0 4 2003 _.__.,.� , ; : �r,.�� ►,v�,c. cTr Nrniiu r6NDITIONS I Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, a gineering. documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturees name, city, state, and the following statement: "Miami -Dade County Product Control Ap roved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a, There has been a'change in the South Florida 13uilding Code a ecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the ont originally approved. C. If the Acceptance holder has not complied with all the requi meets of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed a required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufactu a of the product or process shall automatically be cause for termination of this Acceptance, un! cs prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Accep anee: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any produc for sales, .advertising or any ocher purposes. 6. The Notice of Acceptance number preceded by the words Miami-DIG de County, Florida, and followed by the expiration date may be displayed in advertising literature. If an) portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other Pcurnents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies_ S. Failure to comply with any section of this Acceptance shall be c, Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3 END OF THIS ACCEPTANCE Helmy A. Product Contra 3 of 3 for termination and removal of P.E. - Product Control Examinel Division 1 - NOTES: 2.874 2.782 1. THIS ACCORDION SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, MIAMI -DADE COUNTY 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES MUST BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N. 4. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AT THE BOTTOM END OF THE LOCKING SLAT AS FOLLOWS: Coastal Shutters, Inc. MIAMI, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI, U.O.N. POP RIVETS SHALL BE 3/16 "0 5052 ALUMINUM ALLOY. 6 THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 202, AND 203. 7 DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION (CTC) TEST REPORT No. 98 -050. 8 FLOORS TRACKS MAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE CALK -IN REMOVABLE ANCHORS. 9 ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR SIDE CLOSURE. 10. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 2.655 2.300 1.825 2.195 .588 *'. 1.583 8.6001 6� o OBASE SILL SCALE: HALF SIZE 1.753 1.162 750 .729 .115 *r- �__ -� 0 N .100. 1.708 .100 F9O E-.105 1 1 230 I TYP. I .875 3 635 I 4.510 OBASE TRACK SCALE: HALF SIZE 1.200 MIN. 285 0° 125" TYP N 5.00" MAX. I 1 MALE/FEMALE LOCK 1 ANGLE_ SCALE: HALF SIZE SCALE: 3" = 1' - 0" 0 m m .195 -'I .062 630 1.250.," 3.745 OWALL HEADER SCALE. HALF SIZE STAINLESS STEEL ASSEMBLY 460"0 HOLE NYLON WHEEL 1 - - 240.. TYP, AT EVERY OTHER INSIDE JOINT AT TOP. y 2 ROLLER ASSEMBLY SCALE: HALF SIZE [-.062 062 .971 200 .096 ---'V M J O 0% N if .0684 1.825 068 I 143 143 -f Mr-1L3 095 195 062 � 200 01 m �' L613 095 ---��� II j 095 .095 -ir 971 3 610 OWALL HEADER SCALE. HALF SIZE NOT USED SCALE: HALF SIZE N ----fir 10 L 603 4 140 8 297 030R r 054 —� C) TYP. SLAT ;I SCALE: HALF SIZE 1.950 8o 0 tA 1 x-.05 �O01z 0 0 '- --1 tp l W m j , a. E 1 I .12 0--1 � '- 750 13 BRASS PUSH LOCK SCALE: HALF SIZE 30.225°�C" 043 15OR 1314 325 022 i 1625 069 OSTARTER -- SCALE: HALF SIZE NYLON (NYLON OPTION 414 x 2- L10 HT S W /AJS DLATING TOP S B ... ... ..ASHER: 7/16 -0 x 1/2" (al INTERIOR JOINT 7/16 -0 x 1" (a) INTERIOR JOINT B BUSHING ASSEMBLY C SCALE: HALF SIZE 1.994 V` 1' \_ `ice•. Cis .b Jm I FASTENER @ 18" O.C. EXISTING GLASS (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). N i Z d a 0 Ir W D Z to X d z W N J D 0 00. W U W to J W m W d to F- 1A. O VI F-' d Z d 67 0: �d E a0 W 10 6.80" ITYP.) TYPICAL PLAN VIEW SCALE- 3" = V -0" VARIES - NO LIMIT ALT. DIRECTION OF ANGLE LEG TYPICAL ELEVATION N.T.S. 1 -1/2" MIN. B MIN. 0.093" THICK 6.063 -T6 ALUM. ANGLE 1" x 1" MIN. 702 "x5 "MAX. 10 FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN 111 ANCHOR SCHEDULE). #12 x 1/2" GALVANIZED OR S.S. SMS. 3/16 -0 ALUM. X1/4 -20 THUMBSCREW INTO POP RIVET. OR 1/4 -20 THREADED HOLE. LOCATED AT MACHINE BOLT & NUT 1/3 TO 1/2 DISTANCE FROM (01 i8" O.C. BOTTOM OF SHUTTER FOR BLADES 5 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3 ". ONE AT 1/3 AND ONE AT 2/3 FROM BOTTOM OF BLADE, TYPICAL. FOR LOCKING SHUTTERS, A BRASS PUSH LOCK MAY BE SUBSTITUTED 2FASTENERS EACH ANGLE TOP TRACK 1" x 2- x 1/8" OR 2" x 2" x 1/8" ALUM. ANGLE — AN VIEW 3/16 -0 ALUM. POP RIVET OR #12 SMS '4 -20 THUMBSCREW LOCKING EVICE OR BRASS PUSH LOCK T CENTERMATE. SEE TYPICAL LAN VIEW FOR REQUIREMENTS BOTTOM TRACK EXISTING GLASS SILL 10 x-10 0 0 NOTE: STARTERS 0J MUST BE LOCATED TO INSURE FULL DEP'_OYMENT OF SHUTTER AND COMPLETE INTERLOC:QNG OF ADJACENT BLADES. z N O 0 F.. d Z d J l7 � d E ao W0: O 1/4 -20 THUMBSCREW INTO THREADED HOLE. (SEE TYPICAL PLAN VIEW FOR REQUIREMENTS) MULTIPLE SHUTTER ASSEMBLY SCALE- 3" = V -0" 3/16 **0 ALUM POP RIVET OR #12 SMS @ 18" O.C. (TYP) TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) (CC1 3/16 "0 ALUM. POP Lj 0 2" x 2" x 1/8" ALUM. RIVET OR #12 SMS #12 SMS. TYP TUBE 6063 -T6 ALLOY (� 18" O C (TYP) -cc tu 2" x 2- x 1/8" 2" x 2- x 1/8- s 6063 -T6 ALUM TUBE 3/16 -0 ALUM POP RIVET OR #12 SMS [a1 18" O.C. (TYP) • 1" x 2" x .093" 2 FASTENERS ` LOCK -SLAT) 6063 -T6 ALUM. EACH ANGLE ANGLE_ TYP d , 3/16 **0 ALUM POP RIVET OR #12 SMS @ 18" O.C. (TYP) TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) (CC1 TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = V -0" CC APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT D4 zoo BY _ PRODUCT CON ROL DIV'SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - f `J_ / i Z 0.O i UQ Z THREE 3/16 "0 ALUM. Lj 0 POP RIVETS OR THREE z #12 SMS. TYP 0 0 1" x 2" x 1/8" OR -cc tu 2" x 2- x 1/8" Q ALUM. ANGLE TYPICAL BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = V -0" CC APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT D4 zoo BY _ PRODUCT CON ROL DIV'SiON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. - f `J_ / i Z 0.O i UQ Z 3 u z z ti bl -cc tu Q 1- ui a O` S a w S w NZ a r O1� o N z to _ x O 2w Uo o m m m _z a W J Nm � Q a� F a Z 0 - 0 ►—r 60 "��a JO � ^� �a , Q < r M r j V, 0 ^ 4' In Q�zE 0W (100 a N , M ® U W y . 0 N e= U) N 0 b Oi z to N T O Q P V.J. KN C PRORESS10 EN NEER FL Lt a No- PE 983 D 2 ate 1 /08/98 sc t drawn by .s NOTED me Otslgn by checMed b Vj. vnc draw,", ne 99 -909 sheet 2 of 6 w � l7 � Lu O GLASS OR DOOR w F � V1 ° o EMBED. SEE TABLE 2 FOR MIN. ;EPARATIONI FROM GLASS EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 2" .0 pa 1/4" MAX. SEE TABLE SCALE : 3"= 1'- 0" cr W-_ to Ln date 2 /06/98 0: W FW . ww�O F w 7 90 t-• V) ?j 3:0 x 1/2" SMS w 0 w 'n l m GLASS L"1 00 — N Q O R D OR— X W 0! GLASS p � O J p 6" O.C. JUL aN 1/4 -20 S.S. MACHINE - SCREW & NUT (al 1/4" MAX. 9" O.C. U5 and N N r• FASTENER. SEE ANCHOR N SCHEDULE BASED ON CONNECTION "TYPE 2" EXISTING STRUCTURE 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE _ (MAY BE REVERSED AS SHOWN DASHED) — aWALL MOUNT SECTION SEE TABLE SCALE : 3"= 1'- 0" GLASS FASTENER, SEE ANCHOR date 2 /06/98 SCHEDULE BASED ON 5" MAX. CONNECTION "TYPE 4" ww uj EXISTING x 1/2" SMS STRUCTURE 11 FASTENER, SEE ANCHOR__ _ -- (al 12" O.C. OR SCHEDULE BASED ON OO =F CONNECTION "TYPE 1" 3/16 "0 ALUM. GLASS p � O o p 6" O.C. EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD EMBED. ANCHORS NOT ACCEPTABLE EXISTING STRUCTURE FASTENER. SEE ANCHOR SCHED. BASED ON CONNECTION "TYPE 1" o STAGGER SPACING. SEE SPACING m -- ' 1/2' OZ DIAGRAM ON ANCHOR SCHED. W 1/4" MAX. 1/2" Z��A_f SEE TABLE FL Ls en a No GLASS C 1 199_ date 2 /06/98 WW OR DOOR FROM ww uj ?j #12 x 1/2" SMS drs-9 no. tn =p .- (al 12" O.C. OR OO =F �w w 3/16 "0 ALUM. GLASS Zvm POP RIVETS SEE TABLE 6" O.C. 2 FOR MIN. X w `Z Z Q F iEPARAT10N FROM J uv) U5 and GLASS a ASSEMBLY — - - - -- X 1/4" MAX. F Q F 3 EXISTING CONCRETE W+ in EXISTING OR BLOCK ONLY STRUCTURE WOOD FRAMING 8. WOOD - - -- - - - -- 1 ANCHORS NOT ACCEPTABLE EQ. ' EQ. FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 5" STAGGER SPACING. OWALL MOUNT SECTION SCALE - 3 1'- 0" GLASS OR DOOR 1/4 -20 MACHINE BOLT W/ NUT OR #14 SMS P 12" O.C. (TYP, TOP & BOTTOM) " 1/4" MAX. 1 w F- O w o 3 '__ F/--, /_ 1 1/4" MAX. - r 2- FASTENER, SEE ANCHOR SCHEDULE BASED ON 1/Z" CONNECTION "TYPE 1" 11 CONT. (TYP.) TOP & BOTTOM FASTENER, SEE ANCHOR EXISTING 1 SCHEDULE BASED ON STRUCTURE EMBED. CONNECTION "TYPE 4" OBUILD OUT MOUNT SECTION SCALE 3 "= T- 0" a WW in ~ J =o� w UJ zu OWQ 0 Z F- cr Q 00. 4 SEE _TABLE 2 FOR MIN FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 3" V2 6' �Ix— #12 x 1/2" SMS " 1/2" ",' (al 12" O.C. OR 3/16"0 ALUM. POP RIVETS 6" O.C. EDGE FASTENER. SEE ANCHOR DIST SCHEDULE BASED ON CONNECTION TYPE 3" ALT. FASTENER LOCATION. STAGGER SPACING, SEE SPACING DIAGRAM ON SEE ANCHOR SCHEDULE ANCHOR SCHEDULE BASED ON CONNECTION `TYPE 3" -FRONT AND BACK ANCHORS NOT REQUIRED W/ THIS LOCATION ©CEILING /INSIDE MOUNT SECTION SCALE • 3 "= 1'- 0" iEPARATION SEE TABLE FL Ls en a No PE O 983 r C 1 199_ date 2 /06/98 cdl, 2 FOR MIN. FROM me dvs.gn by checked b w w drs-9 no. SEPARATION sheet 3 of 6 EXISTING WOOD w O 0~ FROM GLASS OR DOOR GLASS 0: c t F , (la 24" MAX 0 C Xz rULM Iry Q F J w F- O w o 3 '__ F/--, /_ 1 1/4" MAX. - r 2- FASTENER, SEE ANCHOR SCHEDULE BASED ON 1/Z" CONNECTION "TYPE 1" 11 CONT. (TYP.) TOP & BOTTOM FASTENER, SEE ANCHOR EXISTING 1 SCHEDULE BASED ON STRUCTURE EMBED. CONNECTION "TYPE 4" OBUILD OUT MOUNT SECTION SCALE 3 "= T- 0" a WW in ~ J =o� w UJ zu OWQ 0 Z F- cr Q 00. 4 SEE _TABLE 2 FOR MIN FASTENER. SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 3" V2 6' �Ix— #12 x 1/2" SMS " 1/2" ",' (al 12" O.C. OR 3/16"0 ALUM. POP RIVETS 6" O.C. EDGE FASTENER. SEE ANCHOR DIST SCHEDULE BASED ON CONNECTION TYPE 3" ALT. FASTENER LOCATION. STAGGER SPACING, SEE SPACING DIAGRAM ON SEE ANCHOR SCHEDULE ANCHOR SCHEDULE BASED ON CONNECTION `TYPE 3" -FRONT AND BACK ANCHORS NOT REQUIRED W/ THIS LOCATION ©CEILING /INSIDE MOUNT SECTION SCALE • 3 "= 1'- 0" iEPARATION PnOFCS:i�tt> FL Ls en a No PE O 983 r C 1 199_ date 2 /06/98 cdl, L FROM me dvs.gn by checked b vm vjK drs-9 no. 99 -909 sheet 3 of 6 EXISTING WOOD GLASS 0: c TRUSS OR RAFTER F , (la 24" MAX 0 C D OLn d EXISTING FINISH Q Z. .MATERIAL i u- ij 1" x 4" x 1/8" 6063 -T6 ALUM TUBE W/ THREE - 1/4"0 WOOD LAG SCREWS W/ 2 -3/4" T-IIN -_ mm g _ PENETRATION IN WOOD (til EACH RAFTER OF TRUSS. 24" O.C. MAX. P/2., 1/4" MAX. 1/4 -20 S.S. MACHINE 1 SCREW (a? 12" O.C. W/ 1/2"0 ACCESS HOLE ON TWO 1/4"0 S.S. LAG SCREWS BACKSIDE OF TUBE OR (c� 24" O.C. MAX. W/ 2" #14 SMS (al 12" O.0 MAX. PENETRATION IN CENTER OF STUDS _ I #14 SMS @ MIDSPAN BETWEEN -1° STUDS FOR TRACK TO 1" x 4" (MAX DESIGN LOAD a 72 PSF) PLYWOOD & TUBE CONNECTION STUCCO FINISH 1" x 4 TRUSS MOUNT SECTION •' x 125" O z , a scr m w iZ ui CL WHERE TUA EXTENDS BEYOND LAST TRUSS, EXTEND TUBE TO NEXT TRUSS /4" MAX. 6063 -T6 ALUM. TUBE SCALE : 3'= 1 - 0 APPROVED AS COMPLYING WITH Tut NOTE: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 PSF O WALL MOUNT SECTION SCALE : 3 "= 1'- 0" SOUTH FLORIDA BUILDING CODE T_ A BY - PRODUCT CO OL DIVIS:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO. 7 --1.2 0O. 09 V.J. KNE E�ANEEn PnOFCS:i�tt> FL Ls en a No PE O 983 r C 1 199_ date 2 /06/98 cdl, drawn by AS NOTCO me dvs.gn by checked b vm vjK drs-9 no. 99 -909 sheet 3 of 6 EXISTING STRUCTURE - 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. ` EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE G1' THIS PG. FOR NUMBER OF ANCHORS REQ'D.) --� F- ?o _ �w M � O w GLASS OR DOOR I- zo F ' W m � 0 114 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE G1 THIS PG. FOR NUMBER p ANCHORS REQ'D.) EXISTING STRUCTURE EMBE ev ALT. LEG DIRECTION SEE NOTE G1, THIS PAGE FOR ANGLE SI AND ANCHORS RED' Ili rTw 0 SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS PAGE 6 THREE 1/4-0 THRU BOLTS O� /-- ACCESS HOLE 1/4 -20 MACHINE BOLT W/ NUT OR #14 x 3/4" SMS (Gl 12" O.C. - ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & f MAX. HORIZONTAL SPANS) 4-7-MAX. A - _ F x In Z z u CL Z a J VI J m D: CC w UJ D: u- I- _ w W !— F cr In F- X V 1 O j W X Z a " ° On F o r 7 * BEAM SCHEDULE DESCRIPTION SHUTTER SPAN BOTTOM BEAM TOP BEAM 2" x 5" Tw Tf = .125" 5._0» 9'-S- 9• -0- w 2 x 7" w = .072 Tf = .130" < O 8' -0" 9' -8" 7' -6" 10' -3" 8'-9" 7' -0" Tf = 224" 5' -0" 15' -5" 8' -0" 13' -2" 8' -L" 10' -3" 11' -11" 7' -9" MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE 2 PAGE 6) --- GLASS - OR DOOR #14 x 1/2" SMS OR 3/16 "0 ALUM. POP RIVETS Cpl 6" O.C. T SAND0 SEMB Y — EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE - - -� VI USE BEA SCHEDULE FOR 1/4" MAX. DETAIL }G . Tf TOP & BOTTOM BEAMS MAY BE USED -ALUM. BEAM (SEE BEAM TOGETHER OR IN COMBINATION W/ SCHEDULE THIS PAGE FOR OTHER CONNECTION DETAILS. WHERE USED BEAM DESCRIPTION & TOGETHER, BEAM MUST BE LIMITED TO LT w MAX. HORIZONTAL SPANS) TOP BEAM SPANS. "�LSEE NOTE G1, THIS 1 /L -20 MACHINE BOLT NOTE G1: PAGE FOR ANGLE SIZE W/ NUT OR #14 x 3/4'• 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE TOP & BOTTOM. AND ANCHORS REQ'D SMS @ 12" O.C. FOR 2" x 5" & 2" x 7" BEAM, USE THREE 1 /L"fD RAWL ALT. LEG DIRECTION ACCESS HOLE CALK -IN ANCHORS Cal 3" O.C. IN EACH ANGLE AND USE 8" LONG ANGLES FOR 2" x 9" BEAM, USE FOUR (MAX. DESIGN LOAD = _ 72 P.S.F ) 1/4 "m CALK -IN ANCHORS 3" O C IN EACH ANG E AND USE 11" LONG ANGLES L O BUILD -OUT MOUNT SECTION SCALE . 3 1'- 0" EXISTING STRUCTURE IL EXISTING FINISH MATERIAL l�l CUT IN 2" TO 3" INTERVALS O FOR CURVE (SEE DETAILL FOR WELDING INFO). TYP, TOP & BOTTOM. FASTENER (lp EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 3" TO VERIFY ANCHOR SPACING IS ACCEPTABLE EXISTING FINISH MATERIAL —� W U 2 a to 0 W u O w EXISTING STRUCTURE T1/4" MAX. _ to Z �a W =~ J N D: ztu J 2:) F C30 OS _ vv vtn X 4 a t';a F to a In -- fl/2" L x3b I 1 /4 -20 MACHINE BOLT W/ NUT Cpl 2" O.C. 11 CUT AT INTERVALS T FORM CURVE (SEE DETAIL LL FOR WELDING INFO.) FASTENER AT EACH 2" TO 3" PIECE SEE ANCHOR SCHEDULE BASED ON CONNECTION "TYPE 1" TO VERIFY ANCHOR SPACING IS ACCEPTABLE NOTE: CEILING HEADER MAY BE USED TOP OR BOTTOM AS FI LD CONDITIONS REQUIRE. �K CURVED TRACK DETAIL SCALE: 3" = V -0" — 7 rr w. F- o ' F I —(D = to In a X Z Q a to . Q rMAX. 1/8" TILE E ! FINISH MATERIAL `3/4" PLYWOOD I 2" x 4" x 1/8" CONT. I ALUM. TUBE (6063 -T6) N 1/L"0 POWERS RAWL CALK -IN C& 6" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1 /L"0 LAG SCREW ry I I (lD 6" O C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER ' 1/2 "0 THRU BOLT CDl 12" 0 C. POWERS RAWL CALK -IN CO 12" 0 C MB WITH 7!8" MIN. EMB IN CONC. OR HOLLOW BLOCK OR 1/4-0 LAG SCREW (Gl 2L" O.C. W/ 1 -1/2" MIN EMB IN WOOD WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0 55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX DESIGN LOAD _ 72 PSF) �I PASS THRU DETAIL SCALE . 3 "= 1'- 0" FASTENER, SEE DETAIL K (lp EVERY 2" TO 3" PIECE QT LINE DETAtL� L FOR INFO.). TYP -\ _ 1_I CH ICEILING HEADER O3 `:/✓ / 1 (SEE DERAIL (D FOR c�1 I WELDING INFO) e I P+ I e � ' QO I CURVED TRACK PLAN VIEW N.T.S. CEILING HEADER FULL LENGTH IrISIDE (SEE NOTE BELOW) �� EXCEPT AT "NOTCHES" PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE 'CEILING HEADER BUILD -OUT ANGLE 2" (p1 TRACK -*NOTE WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. O(USE ER4093 FILLER ALLOY FOR ALL WELDING.) L WELDING DETAILS SCALE: 3" = 1' -0" 0 APPROVED AS CONIP(.YING WITH THE SOUTH FLORIDA BUILDING CODE OAT BY PRODUCT CON OL DIV.-S: ON BUILDING CODE COMPLIANCE OFFICE- ACCEPTANCE N0. Z-Lc,. ®rj' U Zz z w Tn W V < O ry Q 0. m6 Qw w �'LL�^'$ i > N w Z o �5 1G egy w z > m _ "• Y O m 0z Uo -2 m m V W me N� � W z YU m m Z U 0 - 0 H 60 J 0 Q4 ��c^ v —0 NQ t/13w� OW cVO• >a .a.� too - U 9 wl IT V c m V.J. FL Ltc s- NO PEE 1 983 ! 2 1 1999 tv 12/08/99 drawn b S NOTCO MC t,9n by chect.ed bI JIM vex dra-9 no 99- 90_9__ Sheaf 4 Of 6 9 d Q a ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS W CC H � ANCHOR TYPE LOAD (W) PSF MAX. (SEE MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION CONNECTION W M NOTE 1) TYPE 1 1 2 1 3 1 4 5 TYPE 1 2 3 4 5 TYPE 112 3 1 L 1 S TYPE 1 1 2 3 I L 5 TYPE 1 1 2 1 3 4(5 TYPE t Z 3 4 5 L 8.0 1.2 48.0 12 12 12 12 11 12 12 10 12 7 112112 12 6 11215 m 2 12 12 12 12 12 12112112 12 12 12 9 121121 12 8 12 6 3 6 2. 0 12 12 11 12 8 12 12 7 12 5 12 8 5 10 4 12 12 12 1Z 10 12112110 3 12 12 7 12 9 6 12 L 7 1/4"0 i7w OR ELCO 72.0 12 12 9 12 7 12 12 6 12 5 11 5 4 7 3 12 12 12 12 9 12112 12 177312 .8 12 6 12 6 5 8 L 110.0 12 12 6 12 4 10 5 4 7 3 9 3 3 5 12 12 8 12 5 12 5 5 8 4 10 4 1- 6 3 TAPCON W/ 1 -3/4" MIN. EMBEDMENT 200.0 9 3 3 5 9 3 3 5 110.0 9 3 3 5 10 L 4 6 3 10 L L 6 3 10 4 L 6 3 (MIN. 3.000 PSI CONCRETE) 3 48.0 12 12 12112 3 16 1Z 12 12 12 16 12 12 12 12 12 12 12 12 12 16 12 12 12 12 16 12 12 12 12 16 62.0 12 12 12 12 16 12 12 12 12 14 12 12 12 12 9 12 12 12 12 16 12 12 12 12. 16 12 12 12 12 14 72.0 12 12 12 12 16 12 12 12 12 12 12 12 10 12 8 12 12112 12 16 12 12 12 12 16 12 12 12 12 12 RAWL DROPS NS & 3/8 -0 STAINLESS 110.0 12112 12 12 11112 12 10 12 7 12 9 8 12 6 12 12 12 12 16 72 12 12 12 , 12 12 12 12 t2 70 Fw- Ul STEEL BOLT WITH 1 -9/16- MIN. EMBEDMENT 200.0 12 9 8 12 6 12 9 8 12 6 112 9 8 12 6 12 12 12112 10 12 12 12 12 : 10 12 12 12 12 10 U (MIN. 3.000 PSI CONCRETE) z * / --'� 1-8.0 12 12 12 12 12112 12 10 12 8 112.12 7 12 5 12112 12 12 12 12 12112 12 12 12 12 11 12 8 6 2.0 12 12 11 12 9 12 12 8 12 6 12110 5 12 4 12 12 12 12 12 12 12 12 12 9 12 12 9 12 6 L) �v 1/4 -0 POWERS FASTENING CALK -IN W/ 7/8- EMBED. 72.0 12 12 10 12 8 12 12 7 12 5 12 7 1. 10 3 12 12 12 12 12 12 12 11 12 8 12 8 7 12 5 110,0 12 12 6 12 5 12 6 4 9 3 12 4 3 7 3 12 12 10 12 8 12 8 7 11 _ 'S 12 5 6 8 L & 1/4 -20 STAINLESS STEEL MACHINE SCREW 200.0 12 4 3 7 3 12 4 1 3 7 3 12 4 3 7 1 3 12 5 1 6 8 L 12 S. 6 8 1 L. 12 5 6 8 4 (MIN. 3.ow Psi CONCRETE) 48.0 12 12112 12 12 12 12 12 12112 12 112 11 12 8 12 12 12 12 12 12 12 12 12 112 12112 112 12 11 62.0 12 12 12.12 12.12 12 12 12 9 12112 9 12 6 12 12 12 12 12 12112 12 12 12 12 12 11 12 8 t/4 °� ELCO CRETE FLEX 72.0 12112 12 12 12 12 12 11 12 8 12 8 7 12 5 12 12 12 12 12 12 12 12 12.110 12 10 10 12 7 110.0 12 12 11 12 8 12 8 7 11 5 12 S 6 8 4 12 12 12 i2 i0 12 9 10 12 7 12 7 $ 10 b W/ 1 -3/4- MIN, EMBEDMENT 200.0 12 5 6 8 L. 12 5 6 8 4 12 5 6 8 L 12 7 8 10 6 12 7 8 10 6 12 7 8 10 6 (MIN. 3,300 P.S.I. CONCRETE) 48.0 12112 8 12 5 10 10 5 10 3 7 7 3 7 12 12 9 12 6 11 11 6 11 4 7 7 4 7 3 6 2. 0 11 11 6 11 4 8 8 4 8 3 5 3 L 12 12 7 12 5 9 9 5 9 "3 6 3 3 5 t /4"aA ITW OR ELCO 72.0 10 10 5 10 3 7• 7 3 7 L 3 11 11 6 11 4 7 7 4 7 3 5 3 3 110.0 6 6 3 6 4 3 3 7 7 4 7 S 3 3 4 UTAPCON m W/ 1 -1/4- MIN_ EMBEDMENT, 2�Q.0 3 3 3 L L L w F- LU cc _ ya 48.0 12 12 8 12 6 12112 6 12 4 9 9 L 9 3 72 12 12112 9 12 12 9 12 1; 11 11 6 11 4 62.0 12 12 6 12 5 10 10 4 10 3 7 4 3 5 12 12 10 12 7 12 12 7 12 5 8 5 4 7 3 Z U 3 0 1 /4_0 POWERS FASTENING CALK -1N W/ 7/8" EMBED. & 1/4 -20 STAINLESS STEEL MACHINE SCREW 72.0 12 12 5 12 4 9 9 L 9 6 4 12 12 9 12 6 11 11 6 11 1. 7 3 L 5 110.0 8 8 3 8 5 3 5 10 10 5 10 4 7 3 L 4 6 3 3 200.0 S 5 S 6 3 3 6 3 3 6 3 3 E_z 0 48.0 12 12112 12 11 12112 11 12 7 12 12 7 12 5 12 12 12 12 11 12 12 11 12 il 12 12 7 12 S 62.0 12 12 12 12 8 12 12 8 12 6 11 7 5 9 4 12 12 12 12 9 12 12 8 12 b 12 7 5 10 4 = 1/4-0 ELCO CRETE FLEX 72.0 12 12 10 12 7 12 12 7 12 5 9 L 4 6 3 12 12 10 12 7 12 12 7 1 12 5 10 5 5 7 3 110.0 12 12 6 12 4 9 4 4 6 3 1 8 3 4 4 1Z 12 12 7 12 5 10 L 4 6 3 8 3 4 5 3 W/ 1 -1/4- MIN. EMBEDMENT 200.0 8 1 3 L L V1, 8 3 1 L 4� 8 F3 L 4 VIA 8 1 3 1 4 5 3 8 3 L 5 3 $ 3 L 5 3 ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS d � v Zz MIN. 3/4" EDGE DISTANCE z ►--� 00 as 'd m LL1 Z 1? N ? X W I.- m ANCHOR TYPE (W) PSF MAX. (SEE NOTE 1) SPANS UP TO b' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -10" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE M o (� 1 2 1 3 4 5 1 1 2 1 3 14 5 1 2 3 L S C) L 8.0 1.2 12110 6 12 8 12 12 7 12 6 12 12 L 12 4 m 2 62.0 12 12 8 12 6 12 12 S 12 1- 12 10 3 12 3 1 /4 -0 WOOD LAG W/ 1 -3/1.- MIN. THREAD 72.0 12 12 7 12 5 12 12 4 12 4 12 6 3 9 110.0 12 12 L 12 3 12 6 3 9 11 L 7 O o EMBED. SHEAR PARALLEL OR PERPENDICULAR TO WOOD GRAIN 200.0 11 4 7 11 1- 7 11 4 7 3 48.0 12 12 177312 12 12 12 10 10 62.0 12 12 12 12 12 12 8 6 '�r 72.0 12 12 12 10 10 10 7 13--t- 7/16 -0 WOOD BUSHING W/ 7/8- MIN. EMBEDMENT 110.0 9 9 9 6 3 4 5 3 STAINLESS STEEL STEEL MACHINE SCREW . 3 5 3 5 3 ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTER TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2'•x4 - (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G=O.S5 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD _ 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT )• U.Q.N. 9. 0 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. 94p DESIGNATES ANCHOR CONDITIONS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHEREO WINGNUT. NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING SPACING DIAGRAM FOR CONNECTION TYPE 1 W/ PIECE AND TYPE 3 OUTSIDE ANCHO S ON PIECE U6 SCALE: 3" = 1' -0" O HEADER /SILL OR O/© COMBINATION APPROVED AS COMPLYING WITH THi SOUTH FLORIDA BUILDING CODE DAT . 4.2 oa BY _ PRODUCT CO OL DIVIS'ON BUILDING CODE COMPLIANCE 'OFFICE ACCEPTANCE NO. _21:1 -' / J Z O• D 9 . d � v Zz z ►--� 00 as 'd m JU"'g Q Q'`'' •a-+ f- -j ^ W a- v (arn:za 1- V M o (� aoto / , C) 6 • � sit = m �w Q m > - N z � O m 2 m _� _ x a m Uo -z m W� N� Wo Z 0 z m m Y - m 3kl V.J KNEZRV H PROFESSIONAL GHEE FL Lit n e No P 0 0983 1999 ° 'a 12/08/98 ftdrawn by MC l vjx drarsnq n". 99 -909 sheet 5 of -6 l Z 0 � ►--� 00 F- v) W v f.� JU"'g Q Q'`'' •a-+ f- -j ^ (arn:za 0W ii QN M �/ (� (r I / , 3kl V.J KNEZRV H PROFESSIONAL GHEE FL Lit n e No P 0 0983 1999 ° 'a 12/08/98 ftdrawn by MC l vjx drarsnq n". 99 -909 sheet 5 of -6 l T A MINIMUM SEPARATION FROM GLASS B L E 2 POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SHUTTER SPAN (L) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN.) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) 40.0 8' -3" 3 -1/8 1 -5/8 10' -0" 3 -3/4 2 -1/8 11' -11" 3 -3/4 3 11 -7 50.0 8' -3" 3 -1/8 1 -3/4 55.0 3 -3/4 2 -3/8 60.0 3 -3/4 3 65.0 60.0 3 -1/8 1 -1/4 8' -3" 3 -1/8 1 -7/8 10' -9" 3 -3/4 3 70.0 5' -0" 3 -1/8 1 -1/8 8' -3" 3 -1/8 1 -7/8 10' -5" 3 -3/4 3 9 -0 80.0 6' -0" 3 -1/8 1 -3/8 8' -3" 3 -1/8 2 -1/8 9' -4" 3 -3/4 2 -5/8 140-0 90.0 5' -0" 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -5/8 8' -3" 3 -1/8 2 -1/8 100.0 5' -0" 3 -1/8 1 -3/8 7' -0" ' 3 -1/8 1 -3/4 8' -3" 3 -1/8 2 -1/4 110.0 3 -1%8 1 -3/8 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -3/8 120.0 3 -1/8 1 -3/8 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -1/4 130.0 5' -0" 3 -1/8 1 -3/.8 7' -0" 3 -1/8 1 -7/8 8' -3" 3 -1/8 2 -1/2 R f TABLE 1 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM SHUTTER SPAN. POSITIVE LOADS t:,ESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. 2. PDR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT M..IGHER LOAD OR LINEAR INTERPOLATION FAY BE .USED TO DETERMINE ALLOWABLE SPANS. T A B ACCORDION SHUTTER SPAN SCHEDULE L E NEGATIVE DESIGN LOAD w IPSF) FOR ALL MOUNTING CONDITIONS L max. (FT -IN) 30.0 12 -10 35.0 12 -4 4.0.0 11 -11 45.0 11 -7 50.0 11-3 55.0 11 -0 60.0 10 -9 65.0 10 -6 70.0 10 -4 72.0 10 -3 75.0 10 -2 80.0 9 -11 90.0 9 -7 100.0 9-3 110.0 9 -0 120.0 8 -8 130.0 8 -4 133.0 8 -3 140-0 7 -11 150.0 7 -5 • 160.0 6 -11 170.0 6 -6 180.0 6 -2 190.0 5 -10 200.0 5 -6 APPROVED AS COMPLYING WITH THT SOUTH FLORIDA BUILDING CODE BY i/\ PRODUCT CONT01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0. �/ 2 Z • O �9 ue Zz a § � -w w r 07 ►w. <_ wr U F. U O <0 ` w Uw Jc O'L x a <w$ w w N z � w �s z Z x Uo m _Z W No w z z ZU Z U 0 (3 �--� CO IC "Wtv (U0 1.- �:t° JU �"'� ' rabsr J ( � O W - - E N t` U N t td `^ UJI fr �./ e 0 g EVI E IN I a No 0983 /08/98 rawn by nc Qeslgn by cn ®ctia0 b VJK V1K Ogg;-9,09 sheet 4 of 6 µUV A 7 �- , w .e► Y i �pj,,'syC LjYLTGi' Gr` jUitVL Lot 8 Black Z-3, id i LAT CF i'.� .G i" A BAY F ::riiC E6,j t% l' ;5, accordizi ; to the F l t thereol, as rccord< d In F l,,. t i3ook 56, at It ge 66, of the Public , Reccrds of Dade County, Florian. Order I'+io. / 12 �'.5.5 k,.B. 20/- .38 aculcs shown I HLREBY CERTIFY: Thy t the attcr.ched "SKETCH `V property is true an(: correct to the bfst -cr my knowlcdge and belief as recent, ly surveyed and platted under my direction. 8 a . H RR C. 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