The URL can be used to link to this page

916 NE 96 St (7)APPLICATION FOR BUILDING PERMIT ► .... Application is hereby made for the approval of the detailed statement of the plans and specifications :ierewith s fitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Buildin Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores V' age and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address it; No. -,(_`. Aire t Registered Architect and /or Engineer Name and address of licensed contractor )y-U. ___'- Location and legal description of lot to be built on: Lot 1 O' (A) _ Block 7 la. subdivision Street and Number where work is to be done C A hTI__ s State work to be done and purpose of building (by floors) and for no other purpose. New Building ✓ Remodeling Addition. Repairs ............... .... .. . No. of Stories To be constructed of Q % - Kind of foundation Q-41)-•-c.. 4,- ,.4 Roof C�vering .. - Estimated Total cost of improvements $ I , - 0 0 Amount of Permit $._�'4 b Zone cubage required 5 oCn� Plan Cubage Distance to next nearest building r Maximum live load to be borne 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 applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sib- contractors employed by him in the work to be performed 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 required 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 (Signed) _ __ STATE OF FLORIDA, COUNTY OF DADE. Ss. 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 duly sworn, upo oath deposes and says that he is the of the above described construction, that he : s carefully read thy► foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Disapproved (Signed) _ Erman % MIAMI SHORES VILLAGE Ot Date_ u di ins ' ctor BUILDING INSPECTION DEPARTMENT ate Size Building Lot / 3 Read, Sworn to and Subscribed before me. Date `� ? ` 0 • . Z. to me well known, Notary Public, State of Florida My Commission Expires PLANNI BOARDS DATE Member Member Member Date Disapproved Date of $1.00 will be made for making corrections or changes to this application after approval has been obtained from Jn fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or f: »»T'- workmanship. Permit No 1 94.E Disapproved - (Signed) MIAMI SHORFS VILLAIR APPL.' eATI4I Ff UI LD Ntl7 'I � c M IT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build - ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida. all ordinances of Miamt Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address . -.. Street.: Registered Architect and /or Engineer ,....,, 'Name and address of lcense contractor QZ.. i, j, r.._,; ad:,�,,.�,"- ";Cii2y„, : 4 Vv 6 e " ? Location and legal description of tot to be built on: Lot Block Subdivision .Street and Number where work is to. be done State work to be done and purpose of building (by floors) "Ii:/..,:an- 13,24.._. : %N.. 1 -s.22C..- .a7l..•si d for .no other purpose. 0 New Building Remodeling Aldition Repairs No. cf Stories _ To be constructed of Kind of foundation . Roof Covering ........--- ...... -..— Estimated Total cost of improvements $ Amount of Permit fi _ Zone cubage required -Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne 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.. Date' Date BUILDING INSPEC' CN DEPARTMENT Date _..... r VI lcr,cr'7 •. 0 _.. .. .e+. ..,.0“41 L a' ,rd.L L... - -- —.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as art employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Lrws of Florida, Permanent Supplement. and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspections on the site of the work such public notice . or notices as are required by the Act. The undersigned agrees to employ only such .. ant-waters, on cork to be per(ormed under this permit, as are licensed by Miami Shores Village. Remarks (Signe. .... - 2 Read, Sworn to and Subscribed before me. Notary Public, State of Florida Building Inspector My Commission Expires STATE OF FLORIDA, 1 , COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. PLANNING BOARD DATE Chairman Member Member Member Member .. _ .------ .•-- .-- --- •- --- .._. -_ - -_ Member .. -_- Council Approved Date Disapproved .:`Date NOTE: A charge of $1.00 will be made for making corrc tons or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is rd do nee riary by imzwo er notice for inapealion cr faulty materials and /or workmanship. 'ATION OF STRUCTV.E: • - - , 7,11v S NAM?, AND ADD ?2, Ea Zormillia Mama StAkies TYPE OF STRUCTUPB Ono Stm NUMBER OF Cr:Birl FEET(APPTIOXIMATn) A9.000 DATE AND APPROXIMATT TIY OF RE SE OF FUNTGAVT 4L20/00 NAME AND APPRONIMATF 0 U::.7TY OF FUMIGANT SULFPRYL FLOURTDE LENGTH OF PliMIGATIOr ?E!a0D(APPROXIMTE) DISTANCE TO NEAREST ST21JCTURE 13 OTTER 10 FT e UNDER 14) 2T, CERTIFIED FUIYUGATION OPEAT3R OR SPECJIAL FIREGATIOTC" IDENTIFICATI ON CARD HOLDER IN (MA.RGE TELEPHONE: DAY: 633-3421 NIGHT: ,24 .3365 FUMIGATION SHCILL BE PERFOWED AT ATI TITS IN STRIO2 ADFIEREWCF, TO THE FUMIGPTION REGISTERS LA3T2L AND FTA, STATE BO.IFD OF HEALTH REGULATIONS, Dade Couloty Health Dept, Fire Dept Shnr/fffs Office :NAME: jiMMY KING CIKR EXTERFATTNG COMPAY,'INC, 1960 NeWe 27 Avennn Miani Flae 3129 FTIIGATION NOTIFICATION NYLON T7NT 1 Joe Morgan 916 N.E. 96th St. owner BUILDING PERMIT NO. ZONE OWNER'S NAME JOB LOCATION (ST. OR AVE.) GENERAL CONTRACTOR 17151 DATE C1- 2l1-62 '04-e Ast PRESENT ADDRESS 861 ;.'.. 61st St. LOT BLOCK 10 -•;1=; of 9 76 ADDRESS DRAWINGS. SPECIFICATIONS. FESTRICTIONS AND CUBE CHECKED EY: x NEW CONSTRUCTION REPAIRS ALTERATION ADDITION SUBMITTED TO PLANNING BOARD RESUBMITTED TO PLANNING BOARD SUBMITTED TO VILLAGE COUNCIL APPROVED REJECTED PERMIT FEE $ � PEQUIREMENTS 25.000 CU. FT. PLAN CUBE 27 DESCR.PTION REFERRED TO COUNCIL REMARKS LICENSE NO. 61 65 Sec. 3 PHONE NO. 1 ef\aGBUj4D BOND NO. '1 3 DATE CU. FT. EST. COST S CERTIFICATE OF OCCUPANCY NO. ISSUED BY F t TO BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE REASONS PHONE NO. 89 41., SUBDIVISION LICENSE NO. 16,000 DATE TYPE STORIES ROOF CONSTRUCTION INTERIOR CONSTRUCTION CRS 1 tile errazzo floors, hardwood floors, DE walls and ceilings 12 bdrm. -2 baths - living room-living pored- kitchen- breakfa t nook - garage INSP &cjrIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION / ' S � - ' ., TEMPORARY SERVICE _% �'. � ' 2 - $ BEAMS & LINTELS f:1:7t' `' $ F��6� i� SEWER 3 FRAMING C - 1 F_--" $ GAS $ $ INSPECTIONS FINAL -4 i .'0 �). Y'' BY RE- INSPECT BY ROUGHING CLEAN -UP - `,n_ 3 -a 0# - y�i,•S 6 /4G• > - 1Q — L-' CONTRACTOR j'V - Ne- .+ - ., -�_ '� - �-'�� : ' PHONE PERMIT NO. 1 ( yy 1 39 1 l DATE - � �� / FEE $ r �"`� 7 NEW BLDG. I ALTERATION ADDITION � REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE _% �'. � ' 2 - $ SEPTIC TANK )n,.....,„ : . j�3 a 31S $ F��6� i� SEWER 3 $ SOLAR HEATER $ GAS $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING C 4 14 _52- GAS --e>4.-..c; 2,- ;"-:''' n SEWER SEPTIC TANK SOLAR HEATER FIXTURES - + �+ \ ' CONTRACTOR IA-) �•k_ 4 A -, PHONE PERMIT NO. ' DATE ��' ' � i F EE $ �' NEW BLDG. 1 ALTERATION 1 ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE _% �'. � ' 2 - $ . .� `�d a H. W. HEATER CONN. $ RANGE CONN. $ MOTORS S FIXTURES $ $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE /1 ,�.� �'i ROUGHING --e>4.-..c; 2,- ;"-:''' n H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL BUILDING INSPECTIONS PLUMBING PERMITS & INSPECTIONS ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE CV, 0 S 1 c v N9 1607 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla , Owner, Agent or Tenant of Building Y Lot I b ' uJti Block ') (en Subdivision i ) Street Address Approved use by occupancy ^^" Remarks: This Certificate of Occupancy is issued to the above named for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known ss the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. "Ter r ' -• � - BUILDING DIVISIC)N KINDS OF INSURANCE Number Number Effective Date Expiration Date Limits of Liability t3' (a) Workmen's Compensation and Employers' Liability 85256 W 6 -24 -52 6 -24 -53 as provided by law. (b) Manufacturers' and Contractors' Bodily Injury Liability 28769 M 6 -24 -52 6 -24 -53 10, 000 20,000 Each Person Each Accident (c) Manufacturers' and Contractors' Property Damage Liability 28769 M 6 -24 -52 6 -24 -53 1, 000 10,000 Each Accident Aggregate (d) Contractors' Contingent (Protec- tive) Bodily Injury Liability Each Person Each Accident (e) Contractors' Contingent (Protec- tive) Property Damage Liability Each Accident Aggregate (f) _ Each Person Each Accident (g) _ Each Accident Aggregate (h) Each Person Each Accident (i) Each Accident Aggregate UTICA, NEW YORK CERTIFICATE OF INSURANCE THIS IS TO CERTIFY that the policies designated below have been issued by the Utica Mutual Insurance Com- pany and are in force on the date borne by this Certificate. 1. Name and address of person to whom this Certificate is issued. Name VILLAGE OF MIA14I Address 2. Name and address of insured for whom this Certificate is issued. Name JOSEPH MORGAN Address `DTI 3. Location of operations of insured....912._.N91'th.. YOB. AI .t..- 96t.1_.S.t..,.._LQt...1Q.. tisd...w.....- 1/2.__Lot__. Block 76 Miami Shores, Section 3, Miami Shores, Fla. 4. Kinds of insurance afforded the insured. If any of the above policies are cancelled or changed during their term in such manner as to affect this certificate 10 days prior notice will be given U...REGIS_ B ....MIL..TQ.t VILLAGE OF MIAMI SHORES address in accordance with whose requirements this certificate has been issued. Notice b mail so addressed shall be sufficie t com fiance with this provision. Countersigned by Dated..; -•� "" Form 84,7-RE Ed. May 1949 MUT MIAMI SHORES, FLA e 861 North East 81st St.., Mimi, Fla MIAMI SHORES, FLA. y. TOO? UTICA MUTUAL INSURANCE COMPANY esident or Authorized Rep entative 4602 IC Secretary . 23 Agentt R. F. Toop 1317 z 7F v _ ,/ l ake Ag 'vf �'r�_ n consideration of the stun ~o Paid to Add is hereby licensed 1 to engage in or operate the btiness of For -the period subject to the (SEAL) Date issued erns of all ordinances. THIS LICENSE NOT TRANSFERABLE WITHOUT APPROVAL OF THE VILLAGE MANAGER viu.Aos ' 14 Rosa THIS LICENSE MUST BE DISPLAYED, IN A - CONSPICUOUS PLACE A Penalty is.ibnposed for failure -ter keep this license exhilltec4 your � a: pIaCe of "busload Architect contractor or Builder 1 Legal Lot Description, IIB!. of Value of II Amt, of ■ �` Project $ Permit $ 1 ( MIAMI SHORES VILLAGE. FLORIDA Q' DATE f ' 1 i-- 195 ❑ PERMIT iN? 13576 Contractor's ❑ r No ❑ Work to bo prform.d uncles this Permit CONTRACTOR OR BUILDER Subdi- vision This permit is to the contractor or builder named above to construct the building or to install the equipment or device described in the application ie with an ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plane, -er specifications that. limy have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any in complianatilith midi ordinanas or if the plans are changed without authorization. A further condition upon which this permit is Ile that the contrite= or bulkier named above assumes the responsibility for a thorough knowledge of the ordinances and regulations to the armed whether shown on the plans or drawings or in eats or specifications and that he assumes responsibility for work by agents, servants oroyees. of the issuance to me of this permit I agree to perform flit work covered hereunder in compliance with all ordinances and regulations in stria conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. pewit 1 assume responsibility for all work done by either, myself, my agent, savant or employee. IT 'VI AUTHORITY a • BUILDING N ucrRicAL ❑ - PERMIT alit 13351 PLUMBING ❑ ROOFING - ❑ work to be ,mdor this Owner of Building Architect Contractor or Builder Legal Description. Address of Building This permit herefor in strict com with drawings, datements or specificationi time if the Work is not done in com granted is the understanding that pertaining to the work tufted done by his agents, serves* o • In consideration of the issues pertaining thereto and injstrict conf In accepting permit I assume MIAMI SHORES VILLAGE, FLORI A BY DATE perform the work covered hereunder in coa .1 ts or specifications submitted to the proper either, myself, my agent, servant or employee. toms Liam. lb, MIA 'SHORES VILLAGE, FLA. z - JOB (-- ADDRESS INSPECTION ? Crt,i TIME READY REMARKS: N9 5375 1 INSPECTOR DATE ' PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date " g Job Address ! /4 /"C 6k, 'S f Tax Folio Legal Description () Historically Designated: Yes No Owner/Lessee / Tenant � Master Permit #E Owner's Address Phone Contracting Co. Address Qualifier SS# State # Municipal # ' Co tency # Ins. Co. Architect/Engineer Bonding Company Address WORK DESCRIPTION Signature of owner and/or Condo President Date FEES: PERMIT RADON C.C.F. Permit Type (circle o ): BUILDING EL PLUMBING MECHANICAL Mortgagor Address .' i APPROVED: Zoning Building 'u Electrical Mechanical Plumbing Phone O RAVING 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. 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 work stated. Signature of Contractor or Owner- Builder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner - Builder Date My Commission Expires: My Conunission Expires: NOTARY BOND Engineering TOTAL DUE PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 9/6 fit 96th OJT . Tax Folio Legal Description Lcr/ (� G i3 1/2-or // &K Owner/Lessee / Tenant Died PCO (/l. 1'' Master Permit Owner's Address 9/( /2 C . 9(� Phone Contracting Co. Oh Q l (en er OO l S -Ti') C . Qualifier _ r Lt Ce eb S u i t ,Jdz State # c /0- CO,5 b5 7 Municipal # Competency # — Ins. Co. Architect/Engineer Bonding Company Mortgagor _ (4.' one) WORK DESCRIPTION ✓1 lA Square Ft 33 - WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MA EN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCIN` 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) 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. NNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all ai k will be done in compliance with all applicabi. • e .:Ia it ••.;tntction and zoning. Furthermore, I authorize the above -named con , : ' to do the work stated.. Signature ,, f ( vncr and /or Condo President Date Address Address Address Historically Designated: Yes jrnur)ci &vim m 1 h P� 1 / 4 , 1 6 Estimated Cost (value) / D Ci O. 0 Notary as to Owner and/or Condo President Date Notary as to Contractor o My Commission Expires: 'tct, Address / S DSD I Ok-a) l ctn / T (b- ( I C-2- FT- I&1 • F'hone J q l Owner- Eluilder L \ Date My Commission Expires: r.NICAL R43F'n'N;_. .... Y I.NG i EIS..LE. 1 Plumbing Engineering r� lder AL. No X30.) - 757— ( 8(06 I DENISE FRYFOGLE Stat• of Florida My Comm. Exp: 08/28/09 Comm#: CC680072 • •`!s - r n, AAJ P.AA 4,4a / /:6 6 /9 Date FEES: PERMIT 4 RADON C.C.F. �,' ----- NOTARY BOND AL DUE APPROVED: ✓�� OT �F� Zoning Building Electrical Mechanical Date • Legal Description L O7 l 0d / /z v t a � k 7(, Owner/Lessee / Tenant (0d/ P4 Pro t)/ r Owner's Address 9149 (LP. . P. 9(0d & , Contracting Co. ell a-11 l el I0Q `5 / 77,1 a , Qualifier r (3 J(>. / h aiclo State # C V 60505; 7 Municipal # Bonding Company /4- Architect/Engineer Mortgagor Permit Type (circa ;;fie): dUILDMIG ELECTRICA WORK DESCRIPTION Square Ft. Signature of owner and/or Condo President Date FEES: PERMIT RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address Tax Folio Historically Designated: Yes No c— Phone 757 - (p 866 .15av`,►c ma.mi 1 C -a SS# 55 - riY) -F596,7 phone ?o _ 7q /_ 3/ /` Address Master Permit ;ft Competency # - Ins. Co. Address Address cit Estimated Cost (value) 500 . b° WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR LMPROVEMENTS 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). T 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 '.aws regalatir : construction and zoning. Furthermore, I authorize the above -named contractor to o the work. stated., Notary as to Owner and/or Condo President Date Notary as to Contractor o My Commission Expires: My Commission Expires. C.C.F. NOTARY APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering Address I.'IECEANIICAL ROOFING PAV ING FENCE SIGN er- Builder ilder /o ®C7 DENISE FRYFOGLE Stet• of Florida My Comm. Exp: 08I26I0 Commit: C.0 6800 BOND TOTAL DUE //96 Date Date CHALLENGER POOLS DATE THIS LETTER SHALL SERVE AS CERTIFICATION THAT I, 0 9/6 96/2 mQVrl l ore,3 �L . 33l 8 ,OWNER OF THE PROPERTY LOCATED AT O HEREBY AU HORIZE CHA. ENGER POOLS TO APPLY FOR A PERMIT ON MY BEHALF FOR THE C. STRUC'ION OF A NEW POOL. PRINTED NAME OF PROPERTY OWNER STATE OF FLORIDA COUNTY OF t oc . d LETTER OF AUTHORIZATION IGNATgR : ..OF PROPERTY OWNER 0 ViL3or SWORN TO AND SUBSCRIBED BEFORE ME THIS Qc)3 DA .� NOTARY` PUBLIC;" FLORIDA , 199 2800 N :sunrise. f (305) 742 -22.•. {•+n . OH (;r3 -79x,1 • • s(t F I OL KM\ comm. E .#: r; 35 ' Date Metropolitan Dade County Building and Zoning Department Attention: Building Official SWIMMING POOL OWNER'S CERTIFICATION 1 certify that I am the legal owner of the property described as & nq/e - avr; /ly ('P.SIddeei1C e , located at 4/6 /2 e. 9Goti-) ireet; 14a ;In 1)0(e..5, ,43438 In accordance with Section 33 -12(e) and (f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved • SAFETY BARRIER, including A SPRING LOCK -SELF- OSIN T GATE. (double gates do not meet this requirement) equipped with A SAFE LOCK (no pad locks permitted) and utilized when pool is not in use, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspection and use of the pool. I have read and understand the reverse side of this form. I understand that failure to comply will result in the issuance of a 5500.00 ticket to me without further notice. (a) Required for final inspection of pool. No final inspection and approval for a swimming pool shall be given by the Building and Zoning Department, unless there has been erected a safety barrier as hereinafter provided.. Nopool shall be filled with water unless a final inspection has been made and approved, except for testing purposes as may be approved by the Building and Zoning Depart- ment. (b) Types permitted. The safety barrier shall take the form of a screened -in patio, a wooden fence, a wire fence, a rock wall, a concrete block wall or other materials, so as to enable the owner to blend the same with the style of architecture planned or in existence on the property. (c) Height. The minimum height of the safety barrier shall be not less than four (4) feet. (d) Location of barrier. The safety barrier shall be erected either around the swimming pool or around the premises or a portion thereof on which the swimming pool is erected. In either event, it shall enclose the area entirely, prohibiting unre- strained admittance to the enclosed area. Pools located in enclosed structures or on the roofs of buildings shall not require the installation of bar- riers as required herein. (e) Gates. Gates shall be of the spring lock type, so that they shall automatically be in. a dosed and fastened position at all times. Gates shall also be equipped with a safe lock and shall be locked when the swimming pool is not in use. (0 Permits. Before any work is commenced, per- mits shall be secured for all swimming pools and for the safety barriers. Plans shall contain all de- tails necessary to show compliance with the terms and conditions of this chapter. No swimming pool permit shall be issued unless simultaneously therewith a permit is secured for the erection of the required safety barrier, provided however, that in lieu of the permit for a safety barrier, a written statement from the owner citifying ;la.; he un- derstands and agrees that the pool cannot be us l or filled with water until a permit has been ob- tained for an approved safety barrier and such barrier erected, inspected and approved will be acceptable. This certification, however, will not eliminate the need for obtaining a permit and erecting an approved barrier prior to final inspec- tion and use of the pooL If the premises are al- ready enclosed, as hereinbefore provided, permit for the safety barrier shall not be required, if, upon inspection of the premises, the existing bar- rier and gates are proven to be satisfactory. swimming pools. (g) Wooden fences. In the wooden type fence, the boards, pickets, louvers, or other such mem- bers, shall be spaced, constructed, and erected, so' as to meke the fence nonclimbable and impene- trable. (h) Walls. Walls, whether of the rock or block type, shall be so erected to make them nonclimb- able. (i) Wire fences. Wire fences shall be the two inch chain link or diamond weave nonclimbable type, or of an approved equal, with top rail, they shall be of a heavy, galvanized material. (j) Refusal of permit. It shall be within the dis- cretion of the Director to refuse approval of an barrier which, in his opinion, does not furnish the safety requirements of this section, i.e., that is high enough and so constructed to keep the chil- dren of preschool age from getting over or through it. (k) Maintenance. It shall be the responsibility of the owner and/or occupant of the premises upon which the swimming pool is hereafter erected to maintain and keep in proper and safe condition the safety barrier required and erected in accor- dance with this chapter: . (Ord. No. 57 -19, § 5, (CC), 10-22-57; Ord. No. 64 -53, § 1. 10- 23 -64: Ord. No. 74 -33, §§ 1, 2, 5-7-74) STATE" OF VVLORi'JA, COUNTY OF OAD : ( l ' c!..zmEf y 67 S'!.D 7 . 7 7907 v 1 v PREPARED AND RETURN TO CHALLENGER POOLS INC. h.... 314 NORTH UNIVERSITY DRIV1 ,, PEMBROKE PINES, FL 33024 rdr NOTICE OF COMMENCEMENT THE UNDERSIGNED HEREBY INFORMS ALL CONCERNED THAT IMPROVEMENT WILL BE MADE TO CERTAIN REAL PROPERTY; AND, IN ACCORDANCE WITH SECTION 713.13 OF THE FLORIDA STATURES, THE FOLLOWING INFORMATION IS STATED IN THIS NOTICE OF COMMENCEMENT. THIS NOTICE SHALL BE VOID AND OF NO FORCE AND EFFECT IF CONSTRUCTION IS NOT COMMENCED WITHIN 30 DAYS OF RECORDATION. LEGAL DESCRIPPTION OF PROPERTY (INCLUDING STREET ADDRESS, IF AVA4 ABLE): /c the We, --1- � - 23/oc.) 6 ( l7I1Q677; & n re.5 s fiin 3 P /art kco/S /0, P 3`7 7Dca- e� C>�c eh � ) GENERAL DESCRIPTION OF IMPROVEMENTS: CONSTRUCTION OF POOL OWNER: (/ ,p V t 6 Or ADDRESS: 91(2 4 P. 96 th off /l7,cvi ShrYeS FL. 33138 OWNER'S INTEREST IN SITE OF THE IMPROVEMENT: N/A FEE SIMPLE TITLE HOLDER (IF OTHER THAN OWNER) NAME: N/A ADDRESS: CONTRACTOR: CHALLENGER POOLS, INC ADDRESS: 314 NORTH UNIVERSITY DRIVE, PEMBROKE PINES, FL 33024 SURETY (IF ANY): N/A ADDRESS: AMOUNT OF BOND: ANY PERSON MAKING A LOAN FOR THE CONSTRUCTION OF THE IMPROVEMENTS: NAME: ADDRESS: PERSON WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM NOTICES OR OTHER DOCUMENTS MAY BE SERVED: NAME: (,4 ADDRESS: IN ADDITION TO HIMSELF, OWNER DESIGNATES THE FOLLOWING PERSON TO RECEIVE A COPY OF THE LIENOR'S NOTICE AS PROVIDED IN SECTIO 713.13(1) (H). FLORIDA ST�ATU�'ES. (FILL IN AT OWNER'S OPTION): NAME: �� - ADDRESS: THIS SPACE FOR RECORE'S USE ONLY 3t i r. vh, s,4 P1 , F t_ 334 - 4 1 0 -T►-- ---- -- 98R 076267 1998 FEB 19 12:42 5 SIGNATURE keit flQl2, 79 510 4w7 o OWNER'S SIGNATURE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME,THIS l //a3 / 5e BY Dried a6or (OWNERS) WHO IS KNOWN TO ME OR WHO PRODUCED DRIVER'S LICENSE 1 /a - • 7`N - 1 - 0 AS IDENTIFICATION AND WHO DID /DID NOT TAKI AN OATH w ww Aw w+ M+ DENISE F' A Y (PST , �i�fi A E) State o t kp r a MV i3 / My Comm. E C�IOdMS EXPIRES: U to Commit: CC880072 U.(7 v Of.rilAd revAma4p115, mommoyy Sa7r/plerriar - 7. . : 7 .* • • .7. - IMPORTANT IMPORTANTE Supplemental Installation Instructions for Stanley New Construction Entry Door Systems Refer to Stanley Door Systems Installation Instructions - Part No. 00824. j 4 -3/4" t FLUSH OR EMBOSSED 1 01994 The Stanley Works 4 -3/4" i 24" 1 24" r 24" Dade County Door Frame Mounting Instructions In addition to the properly installed Hurricane Supplemental Hardware (Multi -Point Lockset or Slide Bolt Kit with approved Deadbolt and Lock Handle), the door system must be mounted to the rough opening follow- ing these exact screw locations to meet Dade County, FL approval. Follow the Stanley Door Systems New Construction Installation Instructions (Part No. 00824) while using these supplemental instructions for proper screw mounting locations. Failure to mount the door system at the exact loca- tions shown will result in an unapproved installation. El suplemento para las instrucciones para instalar el sistema de la puerta de entrada de Stanley para la construccion nueva Favor de referir a las instrucciones para instalar Stanley Door Systems - numero de la parte: 00824. USE #8 X 3. SCREWS FOR MOUNTING DOOR JAMB THROUGH' THICK SECTION OF WOOD TO ROUGH OPENING. HAY QUE USAR LOS TORNILLOS DEL TAMANO DE 8 X 3' AL LADO ASPERA POR LA SECCIQN GRUESA DE LA MADERA PARA MORTAR EL MARCO DE LA PUERTA. Las instrucciones para montar el marco de le puerta en el condado de Dade Ademas del suplemento de la ferreteria (Multi -Point Lockset o Slide Bolt Kit con un tornillo grande y una a:a para cerradura reconocidos) de Hurricane instalado correctamenta, se necesita que el sistema de la puer- ta monte sobre la entrada aspera con los tornillos en los lugares exactos para obtener el reconocimiento desde el contado de Dade en Florida. En seguiendo el suplemento para las instrucciones para montar los tornillos a los lugares exactos, hay que obedecer las instrucciones nuevas para instalar el sistema de la puerta (numero de la parte: 00824). En caso que el sistema de la puerta este instalado en otro lugar que el exacto Lugar ensenado arriba, la instalacion no seria reconocida. Part No. 07302 Printed in U.S.A. M.ETRO•DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING Stanley Door Systems 1225 E. Maple Troy, MI 48084 The expense of such testing will be incurred by the manufacturer. Approved: 11 /10/94 -1- BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 Your application for Product Approval of: Series Sta -Tru -Steel Cladding Foam Filled Swing Wood Door (Deadbolt Lock) under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, Stanley Door Systems along with Miami Testing Laboratory, Inc. test report No. MTL 16201 dated: August 22, 1994 and test report No. MTL -16065 dated April 15, 1994 both signed and sealed by Ernest E. Mitchell, P.E. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall be valid for a period of three years. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Department may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to rizquire retesting of this produce: or material should any amendments to the South Florida Building Code be enacted affecting this product or material. Acceptance No.:94- 0928.03 (supersedes No.: 94- 0714.04) Expires:08 /31/98 l . '1• •n• P.E. roduct Control Division Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dacle County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. s anger, Director Building Code Compliance Dept. Metropolitan Dade County Stanley Door System ACCEPTANCE No.: 94- 0928.03 APPROVED EXPIRES : August 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS DESCRIPTION OF UNIT ASSIGNED ACCEPTANCE MARKINGS Impact Test PA 201 -94 Cyclic Wind Pressure Test PA 203 -94 MODEL DESIGNATION: SFBC 3603.2 -76 Dade County Approval # 94- 0928.03 Series Sta -Tru; Steel Cladding with Flush Expires: August 31, 1998 or Embossed Paneled; Foam Filled Inswing or Outswing Entrance Door (Deadbolt Lock) OVERALL SIZE: 37 3/8" wide by 81 1/2" high 6" deep CONFIGURATION : X No. & SIZE OF PANELS: One; 35 3/4" wide by 79" high 1 11/16" thick. WEATHERSTRIPPING: Vinyl compression weatherstrip on each jamb head. An applied dual vinyl durometer vinyl weatherstrip adapter under bottom of door panel consisting of a rigid base with three flexible flaps; one 0.4" long, one 0.48" long and one 0.60" long. One neoprene pad at bottom of hinge jamb, fabricated to fit frame. One 1 11/16" x 2" closed cell urethane foam/polyethylene jacket pad at bottom of lock jamb OR single row of vinyl flap with magnetic strip in frame head and the left (lock stile) frame jamb. Single row of vinyl flap in right (jamb stile) frame jamb. An applied dual durometer Vnyl weatherstrip adapter under bottom of door panel consisting of a rigid base with a double flexible flap toward the interior edge and a flexible bulb with a single flap at exterior edge. One neoprene pad at bottom of left frame jamb, fabricated to fit frame. One 5/8" by 1 1/2" long closed cell foam pad at bottom of right frame jamb. OPERATORS & LOCATIONS: One metallic throw bolt lock at panel lock stile, 40 1/4" from bottom, key operated on the exterior and turn knob at panel lock stile, 34 3/4" from bottom, key operated on the exterior and thumb turn knob on the interior. One slide bolt at the top and bottom of panel lock stile mounted to door with three #7 x 1 1/2" screws and 3/8" spacer on . swing out doors with two #8 x 2" screws in slide bolt strikers. Three standard 4 x 4 butt hinges located at 8 1/8 ", 39 1/8 ", and 70 1/8" from bottom of door of hinge installed on the frame jamb with eight #9 x 5/8" long flat head screws and four #9 . 2 1/4" long flat head ' ews (Two in top hinge, one in center and one in the bottom). Deadb t L • c ;! s' er or equiv /ent. -2- Gil Diamond, P.E. Product Control Division Supervisor . NOV 1 01994. StajaC3Y Deer System ACCEPTANCE No.: 24-0929.03 APPROVED : NOV 1 0 1994 EXPIRES : Augvst 31. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS WEEPHOLES1 None MUNTINS• None FRAME CONSTRUCTION : Header and jambs are 4 9/16" Ponderosa Pine or equivalent. METAL SKIN THICKNESS: .018" steel skin. THRESHOLD: Extruded aluminum 1 1/4" height x 6" width with thermal break. REINFORCEMENT : None ADDITIONAL DESCRIPTION: Equal leg type frame. Unit tested using an aluminum threshold with thermal break in the frame sill. Strike plate secured to frame using three No. 10 by 2 1 /2 OR two #8 x 2" installation screws. The product markings are located on the hinge side of the door at mid height OR at midspan of frame sill. INSTALLATION OF JAMB AND STRIKE PLATES: Hinge side of jamb is installed with four #8 x 3" long screws at 6 1/8 ", 37 1/8 ", 68 1/8 ", and 76 1/8" from bottom. Lock side of jamb is installed with four #8 x 3" long screws at 2 1/4 ", 28 1/8 ", 53 1/4 ", and 79 1/4" from bottom. Slide latch 'Throw strike plates installed with two #8 x 2" screws. row bolt strike plate installed with two #8 x 2 " screws. Door latch strike plate installed with two #8 x 2" screws OR strike plate secured to frame using two No. 10 x 2 1/2" installation screws. SLAB CONSTRUCTION: Entry door 1- 11/16" thick. .018 steel skins. 1.219 width of wood on top and bottom rails and on latch stile. 2 -3/4" x 12.00" lockblock..938 thick hinge stile. Skins fastened to stiles and rails with neoprene base contact adhesive. Slab painted with grey or white primer (thermoset waterborne acrylic). Core is polyurethane fill. -2a- Gil Diamond, P Supervisor Product Control Division NOTICE OF ACCEPTANCE: jNSTALLATION: SCREWS AND METHOD OF ATTACHMENT; -2b- ACCEPTANCE No.: 94- 0928.03 NOV 1e A9944 APPROVED EXPIRES : August 31. SPECIFIC CONDITIONS TEST UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE WATER RESISTANCE (PSF) ASTM E547/E331 AIR INFILTRATION Q 1.57 PSF ASTM E283 ( <0.37 CFM/FT FORCED -ENTRY RESISTANCE (FER) SFBC 3603.2 (b) LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE Design Pressure Rating (Positive) Design Pressure Rating (Negative) TEST LOAD +80.0 PSF -70.0 PSF +43.3 PSF -105.0 PSF 6.50 PSF 0.09 CFM/FT MTL -16201 SATISFACTORY MTL -16201 +69.0 PSF -91.0 PSF DESIGN LOAD +53.33 PSF +53.08 PSF -70.00 PSF +43.3 PSF -70.0 PSF SILL : None HEAD : None JAMBS : #10 x 2 1/2" FH Wood screws at a max. of 6" from corners and 24" apart. OR # 8 x 2" FH Wood screws at a max. of 6" from corners and 24" apart. (4) #9 x 2 1/4" FH Wood screws at hinges. Note: Please see note #1 I _ Page 3 A copy of this approval as well as manufacturer's installation instructions shall be provid • to the permit applicant by the manufacturer or his distributors and s . ' (able for ins. do - at the jobsite at all time. _ / Gil Diamond, P.E. Supervisor Product Control Division • Sjanlev_ Door System TYPICAL ELEVATION; ►• N 24' TTP. 24' TYP. 21• TT,. 4.3/1• TT►. Ruoff a aSOSSLD -2c- ACCEPTANCE No..: 94- 0928.03 APPROVED ; NOV 1 0 19 9 4 EXPIRES OMNI NO al On August 31. 1998 ITIONS use se x 2' scacus rat MowT 1NG OpO�11 .MJ (1 -1 /4' S[CT101) TO 2' m eTO N M. /T o K (o ) O 0E0'0. This approval applies to single unit applications only, as shown above. Units with dimensions smaller than those shown above shall qualify under this approval. Deviations for higher design pressures by downsizing the unit are accepted only thru comparative analysis approved by this Department. Sub -bucks shall be of pressure treated material at least 2" nominal thickness, and secured in at least 6 points on each leg with 3" or equivalent fasteners. Fasteners must have their own Notice of Acceptance and must be made of stainlless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. This revision supersedes Notice of Acceptance No. 94- 0714.04 dat . j P, 1994. it Diamond, P.E. Supervisor Product Control Division NOTICE OF ACCEPTANCE: STANDARD CONDITIONS FOR GLAZED PRODUCTS 1. For multiple window installations, approved 'mullion drawings and calculations must be filed with Product Control. 2. This Acceptance will qualify smaller units of the same design and as the unit tested. 3. All units must be labeled. coiving the manufacturer's name. Dade County Product Control Approval Number. approved elevation and date of expiration. 4. Extension of Acceptance may be considered after a new application has been filed and the supporting data, for test reports less than four (4) years old, has been re- evaluated. 5. Any revision or change in materials, use or manufacture of the product shall automatically be cause for termination, unless prior approval is granted for revision or chase. 6. Any unsatisfactory performance of this product or a change in Code provisions shall be grounds for re- evaluation. 7. This Acceptance shall not be used as an endorsement of any product sales or advertising purposes. 8. Aluminum windows and sliding doors have been tested in accordance with ANSLAA`fA 101 -33 or for wood window unit by ANSI/NWWDA I.S. 2 -37 and sliding doors ANSI/NWWDA I.S. 3 -3 and swing doors ANSI/NWWDA I.S. 3 -33. 9. Swinging doors shall be tested for positive and negative wind pressures as per Chapter 23 of the South Florida Building code. 10. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. 11. The spacing of fasteners shall be as tested or 24" whichever is less. R_ The first fastener shall be located a ma-vmum of 6" from each corner and mullion or stale. Minimum penetration of fastener shall be as tested or 3/4" whichever is higher. No wood or plastic shields or pins shall be used. Unless otherwise noted in the test report, minimum size of screws shall be No. 3 for first and second floor installations and No. 10 for all other floors above the first and second floors. Revised 5 - 20 - 9 2 -3- il Diamond, P.E.' roduct Control Division • Supervisor ummt IMPORTANT Flea) Installation Ind Painting Instructions PM NSW COISTRUCTON DOM WITH VA20 FRAMES Wag am yaw PUNII ird SO W1E Vaud 44 r MNCJM IO AN ve Ind err bra and w amp a Yto HO bold to weft ens yaw lave- nom Aemme•22 14884 114 row. tiw1-- r Iwo Yt emw • wawa P A 1 11 T 1 11 0 • Ter erew wry err •YM1r stied How%Wr Pas weed mw ownwrowil • erNI mope a errNANA woo toew ▪ eaaaAe don r oar amwarm • WHIN=a AeN to 5 rwr •Tlr ▪ minift braYUIP• a- -awMrera a. wain PIMA CO POT PANT WMPI snR C A 0 T 1 0 11 • Ot wide sow Maas Yrr eL W ow r WHO Own wow. •Oew pile .aaawPerPaloe rsPrarwG••••••o -nrs eP-Kw.w warm- Pry MM. • OS Mum ra-rrPreewr• as aim* a may ~Ira INN aft Opal 4. mom Pm immn piss ere la Yee* mewl awl ✓ rwto News a RI6e mw aeraaar eeWraBta sVrMks. OD gait deal rler 1111A aMM.lam Vin a.d/ma NOM, N dm et arras a/ wig -d-er. avwwY 000R 9T.T -IR 'we IR was Tea maw Ilal e Pad He. WIZ IRMO MR. VW Daley Door Symms mom • Irmo DOOR ■ iA2ID N =V WIZ TO FM zswa.rwr M. ern %we SWIM III Id r Ra7ao AalMawar.r.er-rr No CORES um rrr rows .1.1•r tsar rr- r .emee '^ 1115271 Staaky Door Syaeme Soabs loaaee 3D0Em r Weed Fromm 1 Sea Aram Teas FM P-: .mod, d Rod sad wean NUQA.40P vale Met be and ril6 toe need door a GM ae1.e- Na MGM eV aed.ra D I 1.324 L86S0 'OA W CAULK. LATEX. EXTERIOR JOINTS AND UNDER THRESHOLD. WEATHERSTRIP. HUGE SEAL -HUGE NAT'L: EPDI FOAM W/ SELF ADHESIVE BACKING STA -TRU THRESHOLD • SANG -IM ▪ WEATHERSTRIP: HEADER. NAT'L.: MAGNETIC W/VIN1L JACKET. JAMB. HEADER 4 -9/16' NAT'L: PDCEROSA PINE OR EOUIVALFNT. BR10010.0 OPTIONAL) ( HEADER: 1 -1/4' X 2. a,K NAT'L: V T. A PINE �� OA EQUIVALENT. PALFNT. e1 .500' 62.075 WEATHER- STRIP: HEADER. SECTION B - B CAULK.LATEX. UNDER THRESHOLD. 910OD.� SEAL -LATCH MAT'L.: EPOM PIAM DEATH 1P. LATCH SEAL -LATCH MAT'L.: EPOM FOAM CALL K. LATE X. EXTERIOR .AIMS AND UNDER TME443.3. ( eLiOOER) - \ STA -TRU THRESHOLD WEATHERSTRIP: LATCH • SMUG -1N SLAB - ENTRY COON: STA -TAU: 1- i1/I5 THICK. 021 STEEL SKINS. 1.219 WIDTH OF WOOD W PERIMETER X 1.64Q THICK. STILES AN) RAIL -3/4 X 12.00' LOGGLROC. STILES AM • RAILS 'NTH �WEPREDE B ASE CD TACT ADESIVE. CDE IS POLYL ET2A*E FILLED. SLAB 512E3: 2/BR/9 • 25.75• X 79.00• 2/OR/9 - 31.75• X 79.00• 2/1032 /S - 33.75• x 79.00' 3/0X9 /8 • 35.75• x 79.00•. WEATHERSTRIP. (SUP BY OTNERI LATCH. REF. ea! •F01 CADE CarnY ARTICOVAL SEE SPECIAL IOKNTIIG I/6TR- £TI08 DEAl1EOLT - SOEAGE 100 SERIES. 1• TNON 01E001- 'A• SERIES IES 2-3/4 ammET EOJIVA I/2' LAT TPOW OE ED I 2-1 STA OPTIMAL •91 T$AL THRESHOLD 'wurt 9TR1!KE PLA 141,11 141,11 x 2-trr O• - oUT• 50 STA -TRII THRESHOLD OPTICAL • 9111G -0.ft• 90TTOl SEEP NAT'L: DAL OUOETER VINYL. NAT'L: MJMIIYl W/ TONAL BEAK. • WEATHERSTRIP. HINGE N AT'L OM FOAN W/SElf AOOIVE SAMOS CALEB UNDER • IOIHLLT1P JOINTS A10 (Y SLIM BET NQNT WITH (3 e7 X 1-132 11 AND SOTTO/ MIL. STRIKER WITH (2 )e9 x 2 2/7 BOTTOM SWEEP STA - TRU WEATHERSTRIP: LATCH. HAT 'L. MAGETIC W/VINYL JACKET. - 35 500 2/9 - 37.500 2/10 - 4.500 3/0 0 .• 41.500 2/6 - 31.500 2/5 • 33.500 2/10 - 35.500 3/0 • 37.500 SECTION A - A STA-TRU WEATHERSTR HINGE. NAT'L.: VINYL COFRES510N. 10000 -JAMB 14 mAccR I WEATHERSTRIP: HINGE 3.500 24.750 2.270 211.000 21.000 .250 FRAME 1.0. LABEL ON HEADER. IS/ 19' "P. B 2.000 2.000 2.000 2.000 OF NAT'L.: CURL DJOETER SEA -LATCH SEAL-M1286 VINYL. SAnzo.b/I4) 1 /7 MD X 11/2 STAPLES. NOTE : AU. 667ERILP .01MTS To CIE GLILNOD. DO NOT SCALE THIS DRAWING 3933N s 0+ FT•C11Da • 1/64.CE131W-S •.015. NOES et* Arame 071574419E 9PEC1F1m. •.... •M. 03917 REVISIONS HINGE 4• X 4• • . OBE• STE3. W/ t DNA. STEEL P111. COOI1•TlCN RS EASED ro FLA a EA TO JAMB: .9 r M X 5/ A 4 e9 X 2 -1/4' STEEL. T HEAD 905]6. SCREWS: UNIFORM STATIC AIR PREMLNE. POSITIVE 4. PA 202-44 WtFO 4 STATIC AIR FROMM- MESITIVE SPEC PA 302 -94 WATER RESISTANCE AMTN 5547/5331 TOT AS NOTED 12 ACTLAL .CT NOTICE MEETS PP F MZEPTAWE TIP0.O1 ME ,03E OF MATERIALS AT OR GREATER THAN TOLE TESTED. DADE COUNTY •a 3 -70.0 meows aw STAN EY OOCF2 SYSTIImr am.M.rW C• II eRAa.ar tomb Warr. .OaeMN PRODUCT ETG I NEER I NG war 1...e STA -Tiff: PM ENTRY 11 � O WID -BCLT t 9JFA0 DIPS IIt1*1CTIN PP AMT. "° ' NO I ' ; C;' - V..... Om 05987 v D ar.,.r- .•ra.b w SERIES 2500 SLIDING GLASS DOOR PRODUCT CONTROL NOTICE OF ACCEPTANCE Sceurity Alumin Windows & Doors 5100 h W. ?2 Avetsas Miami, FL 33166 Your application for Product Approval of: Series 2500Al Glass Door under Chapter 8 atilt Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as sccbcnittcel L '. Applicant, along wok Drawing No. P1 Skeet: 1 mud 2 of 2. (For listing, ace Secriorr 8 of Otis Notice of Acceptance) This approval than not be valid after the expiration date stated below. The Office of Code Compliance reserves the nght to secure this product or material at anytime from a jobsile or manufacturers plant for quality control testing. If this product or material fai4 to perform in the approved manner. the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall reevaluate his product or material should any aunmendmenu to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance OILu leant this product or material fails to meet the requirements of the South Florida Building Code. Thc expprtsc of such testing will be incurred by the manufacturer. Acceptance No :95-0731.01 Espires:OG/20/99 METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER DUILOING BUILDING CODE CO ∎i•LUHCE OFFICE SUITE 1 603 MET (MOE rRAGLER irowEST FLAGLER SrAEE MI&141. FLORIDA 33tX•1s63 003)775.2001 FAX PO Z) 375.290u INTERNET: mdccot0 one dor.neo PRODUCT CONTROL SECTION 0061 33•2902 FAX 1306) 372.6339 but Ko6T Product Control Supervisor THIS IS THE COVtRSHEET, St1 ADDmONAL PAGES'FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE Min •notica■inn for PrnA,�t Approval Yea Iran revie,red b eke Metropolitan flak County DUO cling Code Compliance Department and approved by he Building Code Commmtee to be used in Dade County. Florida under the conditions set forth above Approved:06/20/9g Director Building Code Compliance Dept. Metropolitan Dade County See& 'ty Aluminum Windo & D oori ACCEPTANCE No • 95.4711 01 APPROVED EXPIRES JO 1 0 1996 JUR ? q 1999 1. DESCRIPTION OF UNIT I.1 This approves an aluminum sliding glass door designed to comply with the South Florida Builder Code, 1994 Edition for Dade County, for the locations where the pressure requirements, as adermirud D ASCE 7 -18 "Minim= Design Loads for Building and Other Structures", do notex000d the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 1.2 Model Designation; Series 2500 Aluminum Sliding Class Door. 1.3 t]verall 5lz.; 15' 11 -I /2 wide by 6' 8" high x 4" deep. 1.4 CeollgatalkuL )QO(D 1 5 Ne. & Sae o_J pnght Four: Two center moving panels at interior tract. 48 -3/4 x 79 -I/16' h;gh and 48- 114" x 79.1/16' high; One moving panel at exterior track 41 -114' x 79- )16' high and One fixed panel at exterior track, 41 -1 /4" x 79 -1/16" high. 2. MATERIAL CHARACTERISTICS 2.1 ExasnallatinnazianelictrueraL Aluminum alloy 6063 -T6 and 6063 -T5. 2.2 Oberlin. 2.1.1 S:lazingMaterial; Full tile. 3/16' tempered glass (single glaze:). 2.2.2 Clatter Method• Charnel glazed using a flexible channel vir.yl glazing bead .rso a .376' wide x 351' deep glazing pocket, 2.2.3 DDavllbt Oprn rag Size Each Cite 45' wide by 75 • high 2.3 2.3.1 Head; A 1' face x 4' deep x 062' wall thickness extruded aluminum 2 -track channel. 2.3.2 Jambs; A .750," face x 4.259" deep x .062' wall thickness extruded aluminum 2- back ',am with 2 pile groove per track and one screw spline. 2.3.3 Track? A .153' high..775' to top of track x 4.546" wide x 1.250' I ) overall interior el t flange extruded aluminum track is used at sill. 2.3.4 Comers are bull joints. each co rner u secured with one No. 1 x 1 • st mewl screw into screw spline in jamb and sealed with aluminum coloredseaant. 2 rant[ anitru [ten 1.4.1 Ulm Lock stiles consist of l.074• deep x 1 175 face x 062' wall ,rticknesa extruded aluminum tube with a .37 x .570' pocket fur ihrakick gilts atz 1.571" dip a 1.375' face x 062" wall thickness aluminum rube with a 376' x .517' pocket for glaring, a b.impv and pile groovy, female astragal sole is 2.43T face x 2.806' deep x 062'/..21' well tt>teoluseas aluminum tube with a .376' x 0175" pocket for slung and a double pile 'move. 2.4.2 2211'; A 01131' dap x 2.053' fact a .062' wall thlcttneaa extruded aluminum :Doe w;tIt a 376' x 0.517' pocket erne one spline is mad a. lop arc bottom re .s. 2.4.3 Cgogglatuggsaggaz Pond comers are bunt jo.•'ts each corner seared wide one No.. a sheet metal screw into each top and bottom nl: and make with a wn.:e sealant [+Ilaw Pam P.E. ! ; Product Como. Divsator TEST TEST LOADS Dt� AIR INFILTRATION $ I37 PSF SFOC PA 202 -94 (037 CFMJFT 032 CFWFT' t11..-1201 UNIFORM STATIC PRESSURE DESIGN LOADS SRC PA 202-94 POSITIVE 30 Seconds •43 0 PSF FTL• 1203 1 UNIFORM STATIC PRESSURE DESIGN LOADS SRC PA 202.94 NEGATIVE 30 Seconds - PSF FTL• 1701 ' WATER RESISTANCE, (PSF) SFDC PA 202.9 •670 PSF FT1-1203 4 ■ UNIFORM STATIC PRESSURE FULL TEST LOAD n SFBC PA 202.94 POSITIVE )0 Second, *87.3 PSF FTL• 1293 SS 1 1 UNIFORM STATIC PRESSURE FULL TEST LOAD UDC PA 202.94 NEGATIVE 30 Srcoods -67 3 PSF FT1.1203 , FORCED -ENTRY RESISTANCE (FER) MSC 3603.2(b)(3) PA 70244 NO ENTRY FTL -1203 aslga Praaurs RaU j (PtattMs) ■ Delp Pram re Rain (Negative) • For Doi*. Pram" Riling vv. Door Panel Sias, se* Tabk Do Dn. W94- 11, Sheet I or 2 StrazitsAluntinkasNinditazildhaxt ACCEPTANCE No.: 95 -0731 01 rifT1CF. OFACCEPTANCE, SPECIFICCONf1LT1DNS S. IDENTIFICATION 5.1 Each unit dull bear • pe mania libel with the manufacturer's name or logo, city, stale and following statement: 'Dude County Product Control Approved'. 6, USE 6.1 Application for building permit shalt be aaompaniod by Iwo copies of the following: . 6.1.1 This Notice of Aaeptutce 6.L2 Completely dimensioned drawing showing size and location, including height above grade of opening so receive door, mean roof height, length and width of bw7ding. 6.2 The Building Metal shall ensure the adequacy of door to meet the pressure aquirement or the opening in which ills to be inialled. 6.3 Nate; The irzsiatlatiao of tbb snit will require a hurricane protective system. -2c- APPROVED : JUI 2 0 1996 EXPIRES : Ali 2 0 1999 maltogL getifsi/Q P.E. ner 11 Padua Control Division Scuri Aluminnm Windows & Doom ACCEPTANCE No. ! A P ROVED EXPIRES : NOTICE OF ACCE NCE: SP . -IEIC CONDITI(3i 7. TESTS PERFORMED: RESULTS: S. EVIDENCE SUBMITTED Li Tests: 8.1.1 Tesi reports on I) Air lofittration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202.94 3) Water Resistance Test. per PA 202 -94 4) Forced Entry Resistance Test per PA 202494 & AAMA t 303 51! along with installation diagram and muted -up drawings of an aluminum slid prepared by Fenestration Testing Laboratory, Inc., Repon No FTt. -1203, dal re-issued on 1129/95, signed sod sealed by Vomit Gerardo Kurt. P E. 8.2 Drawings: 13.1 Manufacturer's die drawrings and sections and Dwg W96.1 :, Sheet 2 0.2.2 Assembly drawing of luted unit Saks 2.500 (R -45) Sheets I thru 3 a 8.2.3 Drawtag No. W96 -11, Sheet) of 2 'AI ' ntan :lass Door for Sea Windows, dead 441: J96, signed Inc amen by H,,rnayoun Farooq, P E. 03 Caict,utiona: 13.1 Compendia Anuys,s area Anchor eaiea)st:ons prepared by A: -Faros 1 I. 1996. signed and stated by Numayaai Farooq. P.E 9. COMPARATIVE ANALYSIS: See Canariaive Aria.ysis Chart in Drawing Pe 10 TYPICAL EL EVATIION: See Cawing No. W96- . I Shen 2 c (2. •2c- Man Peres ?.: Pro rake 1 Sscurih 2 5 Anil 2.5 2.5 2.5 2.5 2.6 Harm 2.6. 1. 6. 2.6. 2.7 Weept 1.7. 2 . OJlLs>zli 2.9 Rein/a 2.9. 2.9.: iry Alurniuum Windows d< flood NOTICE OF A F.PT n1CF_ SPFC1FIC CONDITIQNS tathtntrinnino: atiantiyc Description 2.5.1 Single row ?tie wi integral plutic fin 2.5.2 Double row Pile At each fixed panel top rail. 2.5.3 Singte row Vinyl (lop Ai each panel interlock stile. each frame jamb on interior of panels, and at pane top and bottom rails. 2SA Double row Vinyl flap At female astragal stile. trdwirr Qpt. Ducrip inn Losatisin 2.6.1 Two Standard series flush mounted steel lock One it left panel jamb lock sink and one 3el at right center panel male astragal stile, each 41' from bottom rail. 2.6.2 Eght Adjustable metal) is wheel housing One at each end of each panel bottom rail. 2.6.3 Two Steel security lack pin One at each interior interlock stile, 6' from bottom rail, locking into exterior interlock. t=PMil: QGi ri1 tree 2.7.1 Two 3/4" weep notch Laratlon One at each end of each track in frame sill. Location At each frame jamb on exterior of panels. -2a- ACCEPTANCE No.: 93 -0731 01 AI'PROVEI) : JUA 7 0 1996 EXPIRES : JUK 2 0 1999 LULU:. None infareti Qtr. Daluiwian Lamas 'r an 2.l.I Four I.1 x .14 x 72' long steel bar One at Inside of each mtenlock stile 2.1.2 Four 3/ x 3r4' x 39' tons alums. tube One at nside of each pane' bottom rail Man I Peres. P E Pans sneer :1 Prod., ontrol D visbn Security Aluminum Windows dr Dom ACCEPTANCE No.: 9S -0x31 01 APPROVE!) : JUR 1 0 1996 EXPIRES : DA 2 0 1999 INO, IICC O ACCEPTANCE SPECIFIC COND LT10 S 2.1D Sealants do Pads; Each frame corner, installation screws and all panel comer seams on the interior are seated with clear silicone sealant. Pads shall be installed as follows: llescnption Location 2.10.1 Eight I -S/S" x 1 -3/4" alum. closure with s One at top and bottom o each interlock closed all foam pad stilt, secured to slik with one 010 x 1" corner panel assembly screw 2.10.2 Two at top and bottom orientate astraga! stile. 2.10.3 Two at top and bottom of left frame jamb 1.1 /4" x I /4" x 2 -3i1" long closed cell foam pad. 1 -1/2" x 114" x 112' closed all foam Peel. 2.11 : A 3/4' x I' x I/1' x 3 -31' long aluminum angle retrincr bracket is installer on the exterior of each set of interlock stiles and astragal stiles, each secured to sill with two 1x12 x 1 -112' FH SMS. Overall interior silt flange is I -3/4 ", using an =lender plate fastened to the interor I -114' silt flange. 3. LIMITATIONS 3.1 The approval applies to single unit applications only, u shown in Station 10. 3.2 The following confgurations:hall also quatify under this approval: X, OX, OX0. O)O( and OXXO. 33 Head receptor is not allowed to be used in this installation. 3.4 For Design Pressure Rating sec Section 7. 4. INSTALLATION 4.1 Serewf an Method f 1 ■ehmeol SILL : Double Row /IO x 2" PFH SMS wllead shields into concrete, located 5' from carmen and 22'o c HEAD : Double Row RIO x 2" PFH SMS into 2x wood buck, Touted S" from comers and 22" o.c max. Additioltally, chasten of four 110 x 2" PFH SMS into 2x wood buck, at interlock and utraga. toca.ions JAMBS: Double Row 010 x 2' PFH SMS into 2x wood buck, located 6' from con n and 14" o c max FIXED PANEL: Famed panel is secured Use frame iamb with three elt.rninum anther cl ins 3 - /2" from each tad and one et midepan, each secured unlit one W6 x 112' sel l dri I t t rag screw. Note: Please see Nets 111, Page 3 4.2 Limit shim space to s maximum of /4' 4.3 Attachments of ruts-boxes shall be designer by the A rc itect or Engineer of Records and mt.s. be-in cdmpLanes with the South Flonda 9u..dirtg Code. 4.4 Fasteners mum have their own Notice of Acccpance and "..s be "odc of star ess s et c: ^.eve adequate protection against corrosion, per Mb 5D01S. A.urninum contacting rnea.c not considered compatible ahsN be properly prvteued 2b Mw Pere; P C . :awl fjfji Mf 11 Product entre! D visior -3- /glen• • C f�.... . rl Disavow II T. Product Oentrol Dlvluon brpe^rser REVL41S1') 6•t8.III NOTICE OF A(`flIPTA RTANne fYllinflInN.4 FOR (11.A7JD darn 1 .!h 1. For multiple window installations, approved mullion dra.iup nnaJ ahluultctc.n s must l,u flied with Product Control. ! This acceptance w ill quell?) smeller waits of the tome dssiin and mawriule thy unit tested. 3 Oamc. LueiC Cuutely.1'rtltlut: i �. • .. .. � l esnir llllLrlL 4. Intension o Aooeptsatoo may be considered after a nuw .y,plicetlun Min beets filL -d grid the eupportin( date, for test reports lees than fuur t4i yearn yid. hum Itut �•• eveluated. 6. Any revleion or clangs to m.Cerials, use or mane facLure of Chu I,r+oduct atoll au tometio.Jly be ammo for tars i utlw prior approval le grnutoil fur ruviriun or change. • Aay unsatisfactory per formeace of Ode product or s change in fate pruvialonu ehc,ll be grounds for re•eveluation. 7. Tuba acceptance disil not be used as an endoresmeut of any prim ha: t soli.. nr advertising purposes, 1. Windows end •Udine doors beet been tested In acooebnce w the Amuricwcc National &se'ta'e institute's specifications sad the Architec:turid Aluminum Manufacturer's Atr.oclauon 8tead.rds AN61 -AAMA 101-16 or fur wood ucills ANeJ /AAMA 302 and 402 and for vinyl units ASThI D- 4099 -51. f Swinging doom 'cell be tasted for po.ttdve sad negative .Ind preeru its per Chapter 23 of the South Florid@ Building Code, 10. Hordwsre for ell windows sod doors shall conform to Intrusion and Miry Jury Security Chapter 1C of the Code of Metropolitan Dade County. 31. Ills spacing of festinate shall be es tested or 14' whichever Is less. R s•. 6. and mullicm or stile. Minimum pwetawtloe of t.M.n.r Mali be ea tented or :I /•t' whichever is nigher. No wood or plastic alnlelde or pins sh&H be weed. Linlee. otherwise noted In the feet report. minimum Ilse of sows shall be r4o. 1 for Asst sad embed floor enutellaUJose end No. 10 for .11 tither Muir. ebovu the flail sod ssoMd floor• 6'" I LIP 1/9 UP 9/C 0/ C 1,90 r /I► lli no 619 L' 01 9/2 :1Q 1 1X3 1119134 14101A dSd - avc tataa Kos 'mu 'MEW UT SIZ & T11KTd SSTIO =QOM .91 /C Bur SQ1dTd z ,, €to' r` ruz l� 3 _ • ° . f o • o U av p � z • z ter; • yoi O; 0 0 O� z MI sr 11wi1 rrrt MN rI M IlrtMO _;,w •u 3W1LY1y1S XL OL EM01 MOM Ol A1ridO1d 0311010IN 31 urn %n o a aori cox mug 03)DdR31 ,91/r - a 1 aro 01 31 1Mb 801106 301SN1 391A1 f/C x .► /t museum NOV3 N' Yr9 tea 3/1 -1 X .► /1 !Sd co - LCiI 4011r11141M 1131VA du co- TLP4 - S2V01 1531 (OXXX) .01 9 .L/1 -111 - 3Ta 1S3! 61 -U-LO >n £021-116 NO 031 11M13 STS IA1LTKY O garlirroarratrelliff swls 7111 11 .n # 4Ni • —mat .► /1 -[ x Abix • am QMf99coTTI.9911 NMI IN 71 11101 Tel 11119MINI-9 Asa NIQ llw ,►/1 0 �-- - -- 70 ,1t Ir OIN M tt i Ilettur MN) OQ IMLVfx SNOW XIII / moo . 9 0 . � 1 NYS OM AIWA, L • *MULL UST nn n levra Ng NMI Asa I IN 010-441.0 I 14 C01-4111411 o AM , AP I WM K •1045-* 0 INN MAIN 0 1wu 1111 +.r 0 ism 0 al l.iwas r ;s • f IN of C ' i ern ..-.- • rt 111 410411.4111 V111 6NI rl♦ M 4 Kw y wan 1`♦ I N ND M-11.1 IMP RM►R 410.1•415 1/4l l f1'VMRMI II-04111 IIIIRMI NI NR-IIP NM I. MAP ..... • Ia v r■f swar w1111 N IN 01t Nil, IMIRD R N wail MR NNW IP-N41111 48 at Ipso q. N[ VENN II i IP-M r 11111 NU • SR MIN IND IL INA K_ ff• INN I— III 1111 — •4• is1 NMI, rasa ! !kgs r ;! y X X Pia 1M V OIGSD NORM SECTION ;a; SE C S WEFT 1 F 0110 a omit of srxrtx 0/1111 BILL COX QObuc, T iOiv ANLNO>Z 0 /r IT mnra 111011 4:1X1 MANX =BM hia5:(23LAL 1Y ,l ur IQ 7W u1 1/r W . r GSD VERTICAL SECTION ' I • I i If I - w - - • • - 1 - - II - 7pr , 1/r _r � ' Id .4 a M — r 1D* OX - :rll 9■ S.Er OE Tie Dant PROOL'Cf CONTROL NOTICE. OF ACCEPTANCE Seeeeiy Alrwitaooa *Noon • Dun SIN A.W. 72 ANN( Ali.. FL 33186 Acceptsace No.:9541330.05 Eaptre:08131/9B Approved 0)1/3 I/95 - 2100 SINGLE HUNG YE'IIOPOIITAN DADS GOUNry r_cXEM tor Mr DAM r:AGICrt BUILDING swamis cone oouw,usrce asxe Salle NW rE 'RDGtr( Ii.. (fit ollloNt rO MIS' cocain n Stet C r Wirer manor nestle) 4111111 ns.aws rex caar s+ moo= momma amuse 418% ars.rarar FM Pte/ Prattle Your Ipplwlion for Product Approval of Sera 211118 A1assiatstsr Singh Hass Wiuderr ands CMpla 1 of the Metropolitan Diode Coady Code gumming the use of Alternate Materials end Type of Corsuucuon, and completely described in the plan. specifications and cakuLiiiuns as submitted by: Applictaat (For limn: of114min'f fecetwenietiar, tee Section 1 of aria NVobce of Aftertaste) has been recommended ended for acceptance by the Building Code Compliance office to be usod in Dade Cowry, Flood' under the specific oonxlitwos set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration dale stood below. The Office of Code Cootplianoe MSC/WS the right tone= this product or notarial el anytime from a jobstte ar mawfactura's plant for guilty oorwol testing. If this product or nrurtnl fails to perform in the approved manner. the Code Composure Office miry revoke. modify. or suspend the use of arch product to material immediately. The applicant slab re- evatuare this ptoduct or masaul should any ammendments to t kWh Florida Building Cole be enacted affecting this product or muernl The Building Code Compliance Office reserves the de not to revoke the approval, if it is determined by the Budding Codc Compliance Office that this prodsst or material falls to rneet the requucnrcnts of the South Florida l3wlding Codc. The expense of rack testing will be incurred by the rnanu(zlutcr iguca Product CottuoI Superrisor '1IIIS 1S COVFItSI3RCT,SEE ADDITIONAL PAGES 1 OR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE C(Th1A1F £L 11tts applicamon for Product Approval Is bead reviewed by the Metropolitan Dark County Building Cask Compliance lkltar1ment acrd approved by the Building Codc Committee to tie used in Dade Coanty, rIor.Ja urxlcr the condition) sct Wrtl. 3110Yc. ("? rwsger, Dtreclur Building Curie Compliance Dept. Melntlwlrtan Dade County Security Alrinpikesn Wwstlawai V ases ACCVPTANCE No. : ,►S4OJ)0 A l'fIROYFIll NOTICE OF ACCEPTANCE: Sr1CIVIC COMDrl IONS •3 1ggs : 'NZ 3 ' :coq 1. DESCRIPTION OF UNIT 1.1 This approves an aluwrwrns single Mug winnow designee to comply with the Sara rsorsela Building Code 1994 Edition far Dads County, for the Manama whse the pressure raga aura, at. as determine by ASCE 7-11 'Muumuu Design Look for Buildings and Others Sirumurrs', do not exceed the 13estg. Prelate Rating values in Section 7 and withse the limitation remained in Sc im' 3 1.2 Mole Uesiptatisn Sena '2100' Alumtmmn Single Hung Window 1.3 Overall Site 4' T wide by T 6' high by 2 114' deep (For mbar approved sizes incase see suttee 9 of this approval) 1.4 (Aonfi .ration DIX 1.5 No, is Size of Vents; Two vents trnaeuri eg. 4' 4 I/B' wick a 3' 9 Ill' high 2. MATERIAL CHARACTERISTICS 2.1 Frame lad Sash Material: Aluminum alloy 6063 -16. 2.2 Glazing 12.1 GIs:ine Material; ' /1. tempered, ' /,; waled and 'l. annealed (See chart in section 9 of Ibis approval) 2.2.3 Daylight Opectin& Two lilts pa vents with a clear opening of Holton. Vent. 19 71B' wide by 20 high. Fixed lop vents, S I 'A' by 20 high 2.3 Panel Conv trncliou: 2.3.1 Stiles: Consist of a vent side or unequal legs 1 1; nominal exterior face and 107S' roterwr face by n /,," deep and .062' wall Ittickness aluminum extrusion 2.3.2 (tails: Consist of a vast lop 1 637' interior faux and 1 262' exterior face by 1 109' dap and 062 wall thickness aluminum extrusion with one screw spline Uouosn von I '/„ interior face with adapter and 1 '/,; extends face by " /„' deep and 062' wall thickness aluminum extrusion with one screw spline. 2.3.4 Canter Construction: Bull joint. each saner socur with ate No 8 by 1' sheet metal screw. 2.4 Frame Corner C:ouslruction: 2.4.1 lead: Unequal leg height I' ulterior and I W extctror face by 2 'A' deep ado 062' well thickness aluminum diannel slurped extrusion tvitli a groove con pile 2.4.2 Jr+s■bs: Unalual Icg width 1 ' /,' exterior and 1 .' author fact by 2'/," docp and .062' writ 'LIM RisCti CJ.trudizi a{utriiirurn with two Xiew Spa etc 2.4.3 Sill: Aluminum excluded 2' nominal interim face and "1,; estentx face uy 2 'i,' deep a sew .062' .rill thickness 2.4.4 Corder Coos N'uetieu: Butt loiIILS, rich Minor secured netts Lib • Nu 8 by '1," .h1.c1 1ueta{ St rows - 2 - 4 Manuel fell'! I' {. I'4Snt 11sassitroM product Cadtr1)1 1)tvitrua m 01 TYPtCAL ELCVATJON: 2c• ACCT /I'ANC ► Na.: 9S -03SS OS AI 1 *OVCI) t +A d I 1996 -. Vittkes : I 1 1991 IUOTICE OF AocPTApICL: sego FOC C0141/ 11 PONS Ma I Pact, r R. PIA(/, Examiner Product Conlrof Division Afte y. *.assn ACC71TAMR /bet tip mJ Nj• _ _-- APPwOelA Rfl1RCS �.' 1 1 191 'Il1T1CF. 4* At Y IPTAIICL ITAAMAUA aIN*IT1{QN 1. Rows' a1 Ibm Maeglnaoe (aoseanll tidlbe a idoul OW • ammo option.. As bow Mogan Me wlpiul sonnet.• ekoso wsiios. radon g - a p en%desq mepsaaaoi daaaarat as as NM Mona* PI yam 2. AD, odor; _.Aw.•r p•Psct• fb•II be pmwssaarly)ad•d vM the wadadw/a ant ay. ow ally ft Wiw oekmms: 'Dail Cmawy 11•dree Cason AAgaat ar o no••/loly watid I• dew weft aaarao o f OS Aerepana 3 Iltwoons A ocironos willwe be._&J 11. a) 19re INN bow • champ la NW Itwib PIMP Mann% Cade alfadrou k wobolia of thu poises wed the prod k we la emotions WO lie ode dmpsa 13 The probes is we beer tea owes mass (Aria* nibs wte al ^bf apwc'mt c) If We Ample= lotto Ms no nopliad wish all ire amioaeasa d Mis aoroaq Adolfo Ifs wend 3iwal Misty of Os ptwbam; d) The magma who ariiJeaIy pawed, elan d mind the 1epbud doanmron. Initially sob wind Jun a Inow pranel%M wsgbworbep pn4n loon. 4. My realm or dumps is the oawialt eat, mike aurofasos d dm poled w pwww duel a•ha•ody be ems ter k+odno ism at cis Aacep osca. ads par gads apes W boos reopened Ohm. to Alai of a mid= optimise okb appropriate fee) an hard Ns •iiu 3. M y of d i e following shell akin be punk for rwni of Ors A aa*lasoe •) UlwCdadxf perform= d dubs panto at pones b) Misuse of LW Aeosars a a adonnowe nosy point, far sakA adwousbei or tlwy odor papas+ 6 The *nice er Acceptam Psndw loa by do owe Dads Cony. floeibc and followed by tae espiralaw dace ray btdisplayed l adanidat Iitmaate. Ifanypanne of ale Notice of AeoopIaewe is dints yid. too k d ull be doe in us era sty. 7. A copy of Ilia Acceptance as well As approval elnalep and wire dee,waot where it alpha. daJI k provided I o do a a•u by due nmt.Qwla Mira or yea distributers an dull be oadebie tar btepootio at :MP* we at all a Pea► The copies need nom be asawied by the om:ca. S. Woe co comply wick any section of ads Montana doll be owe for waninko awl rer.aval of Ace pexoca 9. ni Acooptarroe cor a ins palea 1.2. 2(a) hrwsdr 2(c) ad Mt lad pate 3 flans 10.11 & 12 listed below anfy aloft lo dazed Droducls 10. Unless epccrfitalfy inef aced in One Ac ponce (aopeovak this snit i approved A a 4inje roil meadbrioa Foe n rl l i p l e insult/non of Ib n wet a soma Acceptance far Etonian, a rapand from the holm Corud Saran f 1. Tie owing of 'cocoas At window OIL 'WM be at used Thc spoeaO of fascias in all odic pro of die franc, shall be as to ed. but in no rue OI,II mad 24' en coma. Thc fade Lwow s)u1I be loomed at A rutinua of r.' froEt old comer en taullion oe irik. Fastener Pall (dry penman is back. s.luiels,lull he the woo srae as tk one sled avid• tie writ No wood oepullc :WOW tiepins i Jtbc nod for udsonng Sec seam four (a)dsirs approval for cum of (manors used 'n talent, r 2 Hardware foe all is iadons and soon shall conform to Sammy and forced Entry Pot eni. +.s C1 u 34 of the Soumh Florida I3nildung Code MuleclPer;PC 1`LiacF murcr) END OF TIM ACCEPTANCE Product Couarol t)s.moe -3- Z / ; � 1 / 1s. TYPtCAL ELCVATJON: 2c• ACCT /I'ANC ► Na.: 9S -03SS OS AI 1 *OVCI) t +A d I 1996 -. Vittkes : I 1 1991 IUOTICE OF AocPTApICL: sego FOC C0141/ 11 PONS Ma I Pact, r R. PIA(/, Examiner Product Conlrof Division Afte y. *.assn ACC71TAMR /bet tip mJ Nj• _ _-- APPwOelA Rfl1RCS �.' 1 1 191 'Il1T1CF. 4* At Y IPTAIICL ITAAMAUA aIN*IT1{QN 1. Rows' a1 Ibm Maeglnaoe (aoseanll tidlbe a idoul OW • ammo option.. As bow Mogan Me wlpiul sonnet.• ekoso wsiios. radon g - a p en%desq mepsaaaoi daaaarat as as NM Mona* PI yam 2. AD, odor; _.Aw.•r p•Psct• fb•II be pmwssaarly)ad•d vM the wadadw/a ant ay. ow ally ft Wiw oekmms: 'Dail Cmawy 11•dree Cason AAgaat ar o no••/loly watid I• dew weft aaarao o f OS Aerepana 3 Iltwoons A ocironos willwe be._&J 11. a) 19re INN bow • champ la NW Itwib PIMP Mann% Cade alfadrou k wobolia of thu poises wed the prod k we la emotions WO lie ode dmpsa 13 The probes is we beer tea owes mass (Aria* nibs wte al ^bf apwc'mt c) If We Ample= lotto Ms no nopliad wish all ire amioaeasa d Mis aoroaq Adolfo Ifs wend 3iwal Misty of Os ptwbam; d) The magma who ariiJeaIy pawed, elan d mind the 1epbud doanmron. Initially sob wind Jun a Inow pranel%M wsgbworbep pn4n loon. 4. My realm or dumps is the oawialt eat, mike aurofasos d dm poled w pwww duel a•ha•ody be ems ter k+odno ism at cis Aacep osca. ads par gads apes W boos reopened Ohm. to Alai of a mid= optimise okb appropriate fee) an hard Ns •iiu 3. M y of d i e following shell akin be punk for rwni of Ors A aa*lasoe •) UlwCdadxf perform= d dubs panto at pones b) Misuse of LW Aeosars a a adonnowe nosy point, far sakA adwousbei or tlwy odor papas+ 6 The *nice er Acceptam Psndw loa by do owe Dads Cony. floeibc and followed by tae espiralaw dace ray btdisplayed l adanidat Iitmaate. Ifanypanne of ale Notice of AeoopIaewe is dints yid. too k d ull be doe in us era sty. 7. A copy of Ilia Acceptance as well As approval elnalep and wire dee,waot where it alpha. daJI k provided I o do a a•u by due nmt.Qwla Mira or yea distributers an dull be oadebie tar btepootio at :MP* we at all a Pea► The copies need nom be asawied by the om:ca. S. Woe co comply wick any section of ads Montana doll be owe for waninko awl rer.aval of Ace pexoca 9. ni Acooptarroe cor a ins palea 1.2. 2(a) hrwsdr 2(c) ad Mt lad pate 3 flans 10.11 & 12 listed below anfy aloft lo dazed Droducls 10. Unless epccrfitalfy inef aced in One Ac ponce (aopeovak this snit i approved A a 4inje roil meadbrioa Foe n rl l i p l e insult/non of Ib n wet a soma Acceptance far Etonian, a rapand from the holm Corud Saran f 1. Tie owing of 'cocoas At window OIL 'WM be at used Thc spoeaO of fascias in all odic pro of die franc, shall be as to ed. but in no rue OI,II mad 24' en coma. Thc fade Lwow s)u1I be loomed at A rutinua of r.' froEt old comer en taullion oe irik. Fastener Pall (dry penman is back. s.luiels,lull he the woo srae as tk one sled avid• tie writ No wood oepullc :WOW tiepins i Jtbc nod for udsonng Sec seam four (a)dsirs approval for cum of (manors used 'n talent, r 2 Hardware foe all is iadons and soon shall conform to Sammy and forced Entry Pot eni. +.s C1 u 34 of the Soumh Florida I3nildung Code MuleclPer;PC 1`LiacF murcr) END OF TIM ACCEPTANCE Product Couarol t)s.moe -3- qtr Ahasn> ec M4eris� A Nesn Picnics Of ACCZPTA lC1 2.3 Naukantrtasisa: Daneapine Queenly Pile alb reline) plonk fie Single Pile Donk Vny1 flap Soigne L6 Yndwa,e Dauipeies QuasiIty Spring and pulley Wane Toe Metallic cam pock Two 4. INSTALLATION: a.1 Screws wad Method sf Altadnenl SILL : I IDs 1'!; PH SMS loured S' from corns and 21 IOADEA 110 c 1 '!.' PH SACS bated S' from coma and 21 Si' o c JAMBS 6101 1 '1.' PH SMS holed S' from corner and 19 rS' o c. Nate: t'It'sse sec note rt t L Peps: 3 ACCI.P'TANCE ale.: 9 -03!0 OS A Pe*ov,l1 • _ALL/ 114, ex I1lFS !i 3 1 1991 IP6CWIC CONDt7lotr1 Leanne Freed mentirrg rail Vent joelb rails Alumina/In applied adonis on the interior of exterior kg of vent bottom nil. Localleo One per frame jamb One 7' from each end of vtmt top rail, locking rob eauuded groove in fixed aneetieg rail. 2.7 Wegirdec Hone, W than notch is each end of sill uses rtraim. A'l, shim installed undo each lower corner of ream to allow wales b drain out. 2.1 Imo; Ore horiseetal'noggin is vent and fared Tight (2 over 2). The montins are attached to vemtprab rails and frame junbs with tabs. 2.9 None 116 AddiUseal Dtscriptiee: 2' high overall inleror silt flange used 3. LIMTTAT10N5 11 This approval applies b single %nit application only, es shown ho Section 10 3.2 Ueiu with d orts smeller than those shown ro Section 10 shell quell fy under this approval 3.3 For Deign P, lure Rating see section 7 and 9 of this spprovsl Ma Peres, P t. PI rfdC Examiner Product Control Divisionh ACCW1 ANCL Neu _____ l 's!I F.XPINILS jilry ! 1 1!!11 NOT1CI. 01 AI'CX/TANCIL• S1'WIPK CONDITIONS -2b- AIPMIOVSI! 4.2 ANdenaeln of eath-bucks ehrN be deigned *the Atebeee6 of Empanel of I theenh ass wee in ie conpliaese with the Semi Florida Decides; Celt 43 Foe rterofit istaltatir•a diets the seeing bust 1 Ina doe IAc •used Y caramel, re asatNre archon raised of the faseann abed daemon aeheene ed dimmer mil en aporwpiele length le ge thewgh the buck and pesMrale at nest 1 A' vise the menery Nrseena 4.4 Farman arum hove their owe Ne of Amperes and aunt be mods or Minks Mel or hews adegwle protection anoint corrosion, per DIN 30011. ALminure osalattnag nasals not co.Nr/ered eoopatibk shall be properly protected. S. 1DZNTt1lCAT1ON S.1 Each unit shall bear a permanent Zabel with the nasufasrrees was or logo, city, scats and following slalsreanL 'Dade Canny Product Control Approved'. 6. USE 6.1 Application for building permit shall be eocumpanid by two copies of the fullowing. 6.1.1 This Notice of Aooeplaaoe 6.1.2 Completely dimensioned drawing sharing size and Iceman, inc1udng height above grade of apmir% to receive wladow, meat roof height, length and width of build's& 6.1.1 Msnutaceurees "ntalletion auu►ratioes. 6.2 A copy of this approval as well as the manufacturer's installment inswctions shall be prowled to the permit appl icastl by the mewl/chum or he distributors and shell be available for impeui as n the jobsite at all tine. 6.3 The Building Official shall ensure the adequacy of wiadow to meet the pressure rthguiremert of the opening in which it is b be iosulled. 6.4 Note; The installation of Ibis unit will require n hurricane protective Ipstea. Mfr+ct Patr., P E PI trS4 Examiner Product Control Division W iudaw Width (or inches) Window 1fetsl4 (in inches) Design Loads -I'SI' Ilaaysl on Clap Type & Tinniness ,AIO14F11.T11ATIUN• WIC P 3m -M to 17 mein') _ . 11)6CHIP71! ._ 6131.146s•.; •'• °. 'I,, Tenipsrsd '!„" Annealed 'l, Aaurkd 19'!, 17 E.ta. (+3 Int. (•) rat ( +) 7 1. (•) P•al. (4) M. (-) 50 454.2 1 SO 376 50 329 7 265 17 50 316.7 50 262 3 SO 230 37 17 SO 221.4 50 7 63.3 50 1607 53'!, 17 50 131.4 50 125.1 50 1099 _ 197, - 26 30 311 . 50 263.) 50 230.9 2656 26 50 217,1 1 SO 179.3 30 1574 37 26 30 149.6 50 123.1 ' 30 101.6 53'l, 26 SO 1012 SO 13.! 50 73.5 19'1, 33'1, 50 231 7 SO 197.7 50 173 3 264 36'4 50 157 6 SO 130.5 50 714 4 37 31'!, SO 106 2 SO 67 9 50 77 1 53' /, 311'1, 50 70.1 50 516 50 51 4 19 S0'1, 50 202 6 SO 167.1 SO 147. 2645 50'l, 50 (2.1.5 50 106A SO 93.3 37 501, SO 14.5 50 70 50 61.4 53'!, 30'1, 50 35.4 45 9 45 9 40 2 40.2 19'!, 63 54) 113 2 SO 151 3 50 134 4 26A 63 .50 111 9 SU 92 6 50 6t 2 37 63 50 71 5 in 59 2 Su 51 3 53'1, 63 46 46 76 I 36 t 114 I 33 1 19 74A 50 I79.6 50 1417 50 1)0 2655 74'A 50 1112.7 50 65 50 743 37 74'A 50 63.8 50 52.1 463 46J 53'I, 74'A 40 3 40 3 33 4 33 4 28 7 27.7 TEST gieall CIAICII LOAUS ) ,AIO14F11.T11ATIUN• WIC P 3m -M to 17 mein') _ . 11)6CHIP71! ._ 6131.146s•.; •'• °. • - -• -- t1o4FESM SIATTC ?LEISURE DBIW LOADS N11C IA 363-14 POSITIVE 36 J arb(544ata>r.J) = ".so*i J! --::6 •• .. - 3t13Io•)W,1 <' .30 0151' MR,inl$S U1117ORAI STATIC PSII EM IQICN LOASS SPEC PA )72.04 M JO6raadn(YAVaes*.r.0) • +-'• .10A Iff ^'' > ' - •.:: 1/II;)e1i66td's"fz •30 0 rSi hill - 163)S . FOATIVE VAtUU RLGTAIICE inn 471CPA342-44 . .,;.r "- 47• ME ',: i= ° : hf71. •161if' ; r• -, •506 ?SF hfTL -16331 t6■I1 STATIC PRESSURE Full TLST GWD AST162110IA 7 -N 70SZ1TVE 30 derase (VII' Ymps�d) 1501 f6I :... �v ' ' ' „ IST1..1i33('- i'C • •33.3 15F ' f411.-16353 UNIFORM STATIC TRFSSUU I1JLL. Laill SRC TAlm- M M1C,aATIVE)0Us a7Yl6' tianpa0l . - 40A?SF :;, - 1411;16313 • = -: -•. -33.3 ?SF ARP. -16155 IO .c i3EMILY RGSO7AIlCE. (IER) _ ht MA I]OO5.76 - ;. .56353: -.. :c �itl.St: <. ^',,:'1'e - . -• - -- . . pr airs FYroealr Psi (Pm 4: *0 - - -- .. Ns u r'S1: owns Newf. Reims (I14yt144) • • - 3601'S► 1111 LMIL FR L I sp ACCLI' I AKCI. »•.: 95 -0710 OS AI'PItUVII) : EXYIU&S : flOC 3 1 199! "Ul lCL W' A Tr IANCF,: SI'1:CMIC (-WWII IONS 7. TUTS Ptl16tORM[. 1. EVIDENCE SUBMITTED 1.1 Tests. 3.1.1 Test reports on 1) Air lnfiltrauon Teat, per PA 202 -94 2) Uniform Sutrc Atr Pressure fest, Loading per PA 202.94 3) Water Resistance Tcsl, per PA 202 -94 4) Forced Entry Resistance Tat, per AAMA 1302 S -76 along with installation diagram of an aluminum single hung window prepared by Kano Testing Lauontory report No MTL -16355 dated March 24, 1995 signal and scaled by David 0 Ober, P 6 2 Drawing 3.2 Ma factura's die drawings and sccliaas - 2c - e3 Perez, 7' .0 I 'la Exaruincr 1'co(uct Conllul Division Ma ACCF:r 1'Af'CR : 94.01310 05 9. COMrA11AT1Vl' ANALYSIS: •2cl- APPRIIVLH NS , . 1 EXFIUI..S : 3 ' I!!! NL f1CL Ot' ACC ( SPECIFIC Cr 001 Ma i 1 I.I: I'l6As Examiner F'rochnt Control Division METRO Q4[�E METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Ocean Shutters Manufacturing, Inc. 4900 -B N.E. Ilth Avenue Ft. Lauderdale FL 33334 Your application for Product Approval of: 0.063 " Aluminum Storm Panel Shutters under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Ocean Shutters Manufacturing, Inc. Drawing Number 96 -202, sheets 1 through 4, dated 07 /01/97, signed and sealed by V. J. Knezevich, P. E. (For listing, see Section 8 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. if this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:97- 011.02 Expires:08 /07/00 Approved: 08/07/97 Internet mail address: postmaster ©buildingcodeonline.com BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Homepage: httpJ /www.buildingcodeonIine.com Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: 97- 0115.02 APPROVED : AUG 0 7 1997 EXPIRES : AUG 0 7 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 96 -202, sheets 1 through 4 of 4, using 0.063" Aluminum, 5052 -H34 Alloy. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2.0" deep ribs. 2.3 _ Components shall be Aluminum Alloy 6063 -T6 as shown on the approved Drawing No. 96 -202, sheet I of 4. 2.4 Tested specimen: dimensions: 49.50" wide x 104" long overall (CTC -95- 023)(4 specimens)(PA 201 8:_ PA 203). 49.50" wide x 104" long overall (CTC -95- 023)(6 specimens)(PA 202). 49.50" wide x 144" long overall (CTC -95- 023)(1 specimen)(PA 20 49.50" wide x 144" long overall (CTC -95- 023)(1 specimen)(PA 201). 49.50" wide x 136" long overall (CTC- 95- 023)(l specimen)(PA 201). 49.50" wide x 72" long overall (CTC -95- 023)(1 specimen)(PA 202). 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel length, the mounting details, the anchorage details and the minimum separation from glass to be protected as installed only as shown on Drawing Number 96 -202, sheets 1 through 4 of 4. For Design Load vs. Panel Span. see Table 1 "Storm Panel Schedule" on Drawing No. 96 -202, sheet 3 of 4. For fastener spacing (inches) required for various design loads and spans, see the anchor schedules for attachments to minimum 3000 psi concrete, hollow concrete block, and wood on Drawing No. 96 -202, sheet 4 of 4. 3.2 Minimum separation to existing glass to protect shall be as shown in Table 2 "Min. Separation from Glass Schedule" on Draw•inF.: No. 96 -202. sheet 3 of 4. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Reinforcement: 3.4.1 1" x 1" x 16 ga. steel tube shall be used on storm panel shutters Tess than or equal to 104" long, where separation from glass is less than 2 -5/8" but greater than or equal to 2 -3/8 ". Panels - shall be fastened at overlaps at midspan to steel tube with 1/4 " -20 x 3 -1/2" bolts w /zamac 3 alloy washered wingnuts or jacknuts spaced at 12" o.c., see typical elevation #11 on Drawing Number 96 -202, sheet 1 of 4. Helmy A. Makar, P.E.- Product Control Examiner Product Control Division -,- Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: 9 7- 0115.02 APPROVED : AUG 0 7 1997 EXPIRES : AUG 0 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only with the maximum panel length, the mounting details, the anchorage schedules and the minimum separation from glass to be protected as shown on the approved drawing number 96 -202, sheets 1 through 4 of 4 bearing the Dade County Product Control approval stamp. 4.2 Anchorage of the aluminum shutters shall be to concrete, masonry aid /or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing Number 96 -202, sheets 1 through 4 of 4. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking instructing owner or tenant to secs re panels at lap joints with applicable reinforcing: 1" x I" x 16 ga. steel tube and bolts with %■inenuts or jacknuts, across the whole width of the opening during periods of Hurricane warning. 6. USE 6.1 Application for building permit shall be accompanied by two copies ofthe following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location. including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved Drawings Number 96 -202, sheets 1 through 4 of 4, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. -2a- Helmy A. % akar, P.E.- Product Control Examiner Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST (104" SPAN) SFBC PA 201 -94 w /reinf. bar and bolts SATISFACTORY CTC -95 -023 Max. 2.3125" LARGE MISSILE IMPACT TEST (104" SPAN) SFBC PA 201 -94 w/o reinf. bar or bolts SATISFACTORY CTC -95 -023 Max. 2.625" LARGE MISSILE IMPACT TEST (138" SPAN) SFBC PA 201 -94 w/o reinf. bar or bolts SATISFACTORY CTC -95 -023 Max. 3.375" LARGE MISSILE IMPACT TEST (144" SPAN) SFBC PA 201 -94 w/o reinf. bar or bolts SATISFACTORY CTC -95 -023 Max. 2.375" UNIFORM STATIC AIR PRESSURE (104" span) SFBC PA 202 -94 (positive) w/o reinf. bar or bolts +124.8 PSF CTC -95 -023 +83.2 PSF CTC -95 -023 UNIFORM STATIC AIR. PRESSURE (104" span) SFBC PA 202 -94 (negative) w/o reinf. bar or bolts -145.6 PSF CTC -95 -023 -97.0 PSF CTC -95 -023 UNIFORM STATIC AIR PRESSURE (104" span) SFBC PA 202 -94 (negative) w/o reinf. bar or bolts -62.4 PSF CTC -95 -023 -41.6 PSF CTC -95 -023 UNIFORiMI STATIC AIR PRESSURE (104" span) SFBC PA 202 -94 (negative) w/o reinf. bar or bolts -135.2 PSF CTC -95 -023 -90.1 PSF CTC -95 -023 UNIFORM STATIC AIR PRESSURE (104" span) SFBC PA 202 -94 (negative) w/o reinf. bar or bolts -93.6 PSF CTC -95 -023 -62.4 PSF CTC -95 -023 UNIFORM STATIC AIR PRESSURE (104" span) SFBC PA 202 -94 (negative) w/o reinf. bar or bolts -104.0 PSF CTC -95 -023 -69.3 PSF CTC -95 -023 CYCLIC WIND PRESSURE TEST (104" span) SFBC PA 203 -94 (positive) w /reinf. bar and bolts +71.5 PSF CTC -95 -023 +55.0 PSF CTC -95 -023 CYCLIC WIND PRESSURE TEST (104" span) SFBC PA 203 -94 (positive)w /o reinf. bar and bolts +71.5 PSF CTC -95 -023 +55.0 PSF CTC -95 -023 CYCLIC WIND PRESSURE TEST (104" span) SFBC PA 203 -94 (negative) w /reinf. bar and bolts -80.0 PSF CTC -95 -023 -61.5 PSF CTC -95 -023 CYCLIC WIND PRESSURE TEST (104" span) SFBC PA 203 -94 (negative)w /o reinf. bar and bolts -97.5 PSF CTC -95 -023 -75.0 PSF CTC -95 -023 Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: 97- 0115.02 APPROVED : AUG 0 7 19 97 EXPIRES : AUG 0 7 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: -2b Helmy A. Makar, P.E.- Product Control Examiner Product Control Division Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: 97- 0115.02 APPROVED : AUG 0 7 1997 EXPIRES : AUG 0 1 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on 0.063" aluminum storm panels, prepared by Construction Testing Corporation, Test Report No. CTC 95 -023 dated 07/20/96, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1 Drawing Number 96 -202, Ocean Shutters Manufacturing, Inc., 0.063" Aluminum Storm Panel, sheets I through 4 of 4, prepared by Knezevich & Associates, revision 2, dated 07/01/97 signed and sealed by V. J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report of coils, dated 04/19/96, for Aluminum Alloy 5052 -1-134 • by Century Metals & Supplies, Inc. with chemical composition and physical properties. 8.3.2 Certified Tensile Test Report by QC Metallurgical, Inc. Report No. 6EM -I412 dated 06/04/96, for Aluminum Alloy, signed and sealed by Frank Grate. P.E. 8.4 Calculations: 8.4.1 Comparative Analysis and Anchor Analysis, dated 10/30/96, pages 1 through 29, prepared by Knezevich & Associates. Inc., signed and sealed by V. J. Knezevch, P.E. 8.4.2 Anchorage Calculations, dated 05/08/97, pages I through 22, prepared by Knezevich & Associates, Inc., signed by V. J. Knezevich, P.E. 8.4.3 Calculations for revised anchor schedule, dated 06/30/97, pages I through 12, prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E. -2c- Helmy A. Ivlakar, P.E.- Product Control Examiner Product Control Division Ocean Shutters Manufacturing, Inc. ACCEPTANCE NO.: - 97-0115.0/ APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documents, including test supporting data. e- ngineering documents, are no older than eight (8) years. Any and all approved products shall be permanently labeled with the manufacturers name, city, state, and the following statement: "Dade County Product Control Approval ", 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 Building Code affecting the evalJation 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 one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 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. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida. and followed by the expiration date may be displayed in advertising literature. [limy portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. A copy of this Acceptance as well as approved drawings and other documents, %%h ere 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 copies need not be resealed by the engineer. 8. Failure w comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I. 2. 2(a) through 2(c) and this last page 3. Items 10, 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. I I . The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck. which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention. Chapter 36 of the South Florida Building Code. A. akar, P.E.- Product Control Examiner Product Control Division END OF THIS ACCEPTANCE - 3 - B UG 0 7 1997 A 0 7 2000 0 0 1/4 MAX. • 1 00 � .093 TYP ANGLE SCALE SCALE : 3" 1• -0" SCALE 3•• . 1• -0•' .093 TYP. 1/4 -20 x 3/4" MACHINE SCREW STUD PUNCHED INTO ANGLE (SEE DETAILS FOR SPACING) 2.00' STUDDED ANGLE Z Q 0. X Q z 0 0 u. W 0 J 0 Z N 4 0. 0: O N V/ EXISTING STRUCTURE IV V X W 0 Z: 0 0 m FULL (OUTSIDE) (INSIDE) FASTENER 0 12 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & 0 6' O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. 07/07/97 10:10 F JCT MARKING LOCATION / 7 y IIWIIIII f 2" j• (TYP) WIOTM UNLIMITED 1 (PERP TO PANEL SPAN) SECT ON PRODUCT MARKING (OPTIONAL LOCATION) 0.063" 13.50" PANEL 0 STORM PANEL SCALE : 3" . 1' -0 r+ - — .090' (TYP) X290 1646" ALT. LEG 3 2.00 l DIRECTION O "E" TRACK SCALE : 3" 1' -0" rr t- - y29o-1.64e- °I .090 m� a (� TYP) "F" TRACK SCALE . 3•' = t• -0•' — TOP MOUNT OR DIRECT MOUNT PLAN VIEW TYPICAL ELEVATION x 1" TUBE 3. FASTENERS (SEE PLAN VIEW & NOTE 8) BOTTOM MOUNT OR DIRECT MOUNT OVERLAP FASTENERS AND STEEL TUBE REQUIRED W/ STUDS @ 12" TOP & /OR BOTTOM OR DIRECT MOUNTS W/ ANCHORS 0 6" OR 12" 0.C. TOP & BOTTOM. (OUTSIDE) )INSIDE) OVERLAP FASTENERS TYP. (SEE NOTE e & 9) \- ALUM. ANGLE CLOSURE PIECE: 1' x 2 x .055" MIN. TO 2" x S" x .055" MAX. EXISTING STRUCTURE HORIZONTAL LEG OPTIONAL HALF PANEL LEXISTING STRUCTURE PLAN VIEW 4 MAX. SCALE: 1 - 1/2 - . 1• - 4- 2 Q 0. N X Q X 0: 0 U. W J D 0 W 2 N W z 4 0. 0 0 n W N 0 W W 6.00" COVERAGE 2 —� .o x - 0 090" °: )TYP) ALT. "F" TRACK SCALE : 3'• = 1' -0" SCALE ZAM AC WINGNUT HALF SIZE 3 ALLOY WIDTH UNLIMITED -1 (PERP. TO PANEL SPz.N) SECT ON..- (OUTSIDE) (INSIDE) L (J 1 x 1" x 16 GA STEEL TUBE TYP. (OPTIONAL) (SEE NOTE 0 & 9 TYPICAL ELEVATION (TYP), 2 O "h" HEADER SCALE : 3 . 1 -0 TYPICAL ELEVATION 1 NI TOP MOUNT OR DIRECT MOUNT BOTTOM MOUNT OR DIRECT MOUNT 12 W/ NO OVERLAP FASTENERS OR STEEL TUBE, STUDS 0 @ 12" O.C. TOP & /OR BOTTOM OR DIRECT MOUNTS W/ ANCHORS (m 6" OR 12 O.C. TOP & BOTTOM AS INDICATED IN ANCHOR SCHEDULE (OUTSIDE) 1.00 1 : ¶016 GA. STEEL TUBE SCALE : 3" 3.00" ALUM. TUBE SCALE 3" • 1' -0•' EXISTING '-© (INSIDE) 3/4" MIN. OVERLAP ALUM. ANGLE CLOSURE PIECE: 1 x 2" x .123 MIN. TO 2 x 3 x 123" MAX. .125 STRUCTURE 1 -1/2 MIN. FASTENER 0 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & 0 6' 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. R .250" "U" HEADER SCALE : 3•' • 1' -0 GFNFRAL NOTFS: 0 0 OCEAN SHUTTERS MFG INC. FT. LAUDERDALE. FL DADE COUNTY PRODUCT CONTROL APPROVED .125" TYP. 5.00" 0 ANGLE S CALE : 3" . 1• -0•• 1 THIS STORM PANEL SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORID• BUILDING CODE, 1994 EDITION 2 POSITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES". TABLES SMALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SMALL BE 5052 -H34 ALUMINUM ALLOY 0.063' THICK. WITH A MIN. Fy (BEFORE ROLLINGI OF 26 KSI. EXTRUSIONS SHOWN SHALL BE 6063 ALUMINUM ALLOY, U N. 4. PROOUCT MARKINGS SHALL BE WITHIN 12' OF ONE END OF THE PANEL wiTM A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS: S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 6 MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. T TOP 3 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELO CONDITIONS DIC TATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE 8 STEEL TUBE SMALL BE USED ON PANELS LESS THAN OR EQUAL TO 104" WHERE SEPARATION FROM GLASS IS LESS THAN 2 -S /8" BUT GREATER THAN OR EQUAL TO 2 -3/8 PANELS SHALL BE FASTENED AT OVERLAPS AT MIOSPAN TO STEEL TUBE O9 WITH 1/4 -20 . 3 -1/2" BOLTS W/ ZAMAC 3 ALLOY WASHERED WINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION C)) SEE "MINIMUM SEPARATION FROM GLASS SCHEDULE" - COLUMN 1 9 THE DETAILS ANO SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201.202. ANO 203 DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION TEST REPORT 95 -023 10 A T LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION 014 ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT - THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS OR TUBES W/ BOLTS ARE PROPERL Y INSTALLED, WHEN REQUIRED " APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT at ' 19 CV WJ� PRODUCT CO ROL DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.q 61 1. 02 1 1 Y 4 V.J. KNEZEVICH PROFESSIONAL ENGINEER FL Lice PE 00 : 1 ' ° 6 1:' I [ drawn by ! t GG I 'design by VJK drawing no. 96 -202 (checked by ' checked sheet 1 Of 4 VI eta VI O 0 0 SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR 000R 0 0 W GLASS OR DOOR SEE MIN SEPARATION FROM GLASS SCHEDULE EMBED (TYP.) ANGLE TO WALL DETAIL W ett 07/07 /97 10:11 ITYP.1 [XI' 3 CONCRETE. MOI BLOCK. OR W000 FRA. (SEE ANCHOR SCHEDULE BASED ON TYPE Of STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 2' 0 ANGLE TO WALL DETAIL FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION V ®CONT EXISTING CONCRETE. HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) O WALL MOUNT SECTION A SCALE : 3 = T -0" WOOD FRAMING FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION - TYPE 2' L_ � / O CONT. FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r WOOD FRAMING O WALL MOUNT SECTION D SCALE : PANEL TO ANGLE DETAIL PANEL TO ANGLE DETAIL 1/4' MAX. 1/4 -20 MACHINE SCREW STUD 8. WINGNUT C4 12" O.C. 1/4" MAX. = O r u 0 Z v W J J W 1: Z Z < 0. • E X 0 < 1- E N N 1/4 -20 MACHINE SCREW STUD L WINGNUT (1? 12' O.C. GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK. OR M000 FASTENER. SEE ANCHOR FRAMING (SEE ANCHOR SCHEDULE. REFERENCE OF SCHE CTURELE EAS N ED O TYPE CONNCCTION'TYPC 71' EMBED. (TYP SEE MIN SEPARATION FROM GLASS SCHEDULE ®CONT. — GLASS OR DOOR n FASTENER, SEE ANCHOR SCHEDULE REFERENCE / CONNECTION - TYPE SEE MIN. SEPARATION FROM GLASS SCHEDULE — EMBED. EDGE DIST. \ 2 x 6 P . T . w000 CONT ROTE THIS DETAIL MAY DE USED AT TOP OR BOTTOM OF PANELS. 1/4' MAX. I J = I o 1- W d I Z J J J: Z W , 4• O.I E <I 1 ° �- I VI 1/4 MACHINE SCREW E STUD L WINGNUT {e 12' O.C. + EDGE DIST. ®CONT. 0 2 J J W N W Z 1 /•'• x 1 -3/ S.S. LAG ` p 12' 0.C. W/ 1 - 1/2" PENETRATION INTO WOOD 2 - TWO x 4 -1/2" S.S. LAG SCREW 0 24- 0.C. MAX. W/ 1 ..3/4" PENETRATION IN CENTER OF STUDS O WALL MOUNT SECTION (BOTTOM) E SCALE : 3" . V - • 1 EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) O CEILING /INSIDE MOUNT SECTION B SCALE 3' 1 -0 EMBED EXISTNG CONCRETE. (TYP 1 1 HOLLOW BLOCK, OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SEE MIN. SEPARATION FROM GLASS SCHEDULE GLASS OR DOOR EMBED EXISTING CONCRETE. ITYP.) HOLLOW BLOCK. OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) W 0 0 GLASS OR DOOR W • 0 I- 0 t4 W O EXISTING CONCRETE. HOLLOW BLOCK. OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) ▪ r— FASTENER. SEE ANCHOR SCHEDULE i REFERENCE CONNECTION "TYPE r IUSE ANCHORS FOR DIRECT MOUNT ONLY 6 0 C OR 12" O.C., BUT DO NOT EXCEED SCHEDULE SPACING) SCALE : 3" . 1' - 0" SEE MIN. 2 SEPARATION FROM I / / O. E GLASS SCHEDULE l E 1 ,4 0 CONT. W pliWA 1/4-20 MACHINE SCREW STUD L WINGNUT (A 12" O.C. EXIST NG CONCRETE. HOLLOW BLOCK. OR W000 FRAM NG (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) F WALL MOUNT SECTION F (DIRECT MOUNT) © CONT. (TYP. TOP & BOTTOM) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION' TYPE 4' FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' - SIDE CLOSURE REO'O. (SEE PLAN VIEW) SCALE : 3•' . 1• - 0•' 1/4" a 3/4 TEK SCREWS 0 12' 0.C. STAGGERED (TVP. TOP & BOTTOM/ I/3." MAX. BUILD —OUT MOUNT SECTION APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT i _ . T 19 BY PRODUCT CO OL DIV!S :ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 97 - 61 15. Z V.J. KNEZEVICH PROFESSIONAL E �•• ER FL Llcon E0 P01 O 0 '6 scale Orson by 1 A TED i 0G I design by chack•d b VJK I( VJKJ r drawing n0. I I 96 -202 shoot 2 or 4 MIN. SEPARATION FROM GLASS SCHEDULE NEGATIVE DESIGN LOAD W (PSF) POSITIVE DESIGN LOAD(W) (PSF) ACTUAL. SMUT TER SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 I 1 COLUMN 3 10 - 8 MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30• ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) WITH BAR PER NO M8 & ELEVATION 11 NO BAR / NO BOL ELEVATION 12 S PER NO BAR / NO BOL PER ELEVATION S 12 30.0 5 - 3 2-3/8 2 -5/8 100.0 1 -1 /2 110.0 8- 8 2 -3/8 2 -5/8 1 30. 0 2 -1/8 140.0 11 - 4 NA f 3 -3/8 1 60. 0 3 -3/8 1 70. 0 40.0 5- 3 2-3/8 2 -5/8 3 -0 1 -1/2 2 - 10 8- 8 2 -3/8 2 -5/8 2 - 7 2-1/4 2 - 5 10 - 7 NA 3 -3/8 3 -1/4 50.0 5 - 3 2-3/8 2 -5/8 1 -5/8 8- 8 2 -3/8 2 -5/8 2 -3/8 10 - 0 NA 3 -3/8 3 -3/8 60.0 5- 3 2 -3/8 2 -5/8 1 -5/8 8 - 8 2 -3/8 2 -5/8 2 -5/8 9 - 7 NA 3 -3/8 3 -1/4 70.0 5- 3 2 -3/8 2 -5/8 T 1 -5/8 8- 8 2 -3/8 2 -5/8 2 -5/8 9 - 3 NA 3 -3/8 3 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) FOR ALL MOUNTING CONo1rIONs L max. (FT -IN) 30.0 11 - 4 40.0 10 - 8 50.0 10 - 1 60.0 9 - 3 70.0 8 - 1 75.0 7 - 7 80.0 7 - 1 90.0 6 - 4 100.0 5 -8 110.0 5 - 2 120.0 4 - 9 1 30. 0 4 - 4 140.0 4 - 0 150. 3 -9 1 60. 0 3 -6 1 70. 0 3 - 4 180.0 3 -2 1 90. 0 3 -0 200.0 2 - 10 210.0 2 - 8 220. 0 2 - 7 230.0 2 - 5 GLASS OR DOOR A B L E EMBED., O SEE MIN. SEPARATIJN PROM GLASS SCHED. ®CONT. 1/4 x 3/4 TEK SCREW O 12 O.C. (TYP TOP & BOTTOM) ©CONT. (TYP. TOP L BOTTOM 1 FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4' EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) SIDE CLOSURE REQ•D. (SEE PLAN VIEW) 1•IOTFS: - THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. - HEADERSCI&OCANNOT BE USED IN COMBINATION WITH THIS DETAIL. ALT. BUILD -OUT MOUNT SECTION SCALE : 3" = 1' -0•' 0 A B L E 2 1/4 -20 MACHINE SCREW STUD & WINGNUT 12" O.C. GLASS OR DOOR U O SEE MIN. SEPARATION FROM GLASS SCHEDULE EMBED., 1/4 - 20 MACHINE BOLT L WINGNUT p 12" O.C. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 5 ® . ® OR 6 CONT. VOTE. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O WALL MOUNT DETAIL H SCALE : 3" - 1• -0" NA DESIGNATES NOT APPLICABLE. DO NOT USE. 0 SEE MIN. SEPARATION FRO GLASS SCHEDULE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING . N (SEE ANCHOR SCHEDULE BASED O TYPE OF STRUCTURE) I FASTENER, SEE ANCHOR REFERENCE EFERENC[ CONNECTION 'TYPE S' a ill EMBED. 1/4 -20 MACHINE BOLT 3. WINGNUT Lm 12 0.C. SCALE 3" = 1• -0•• THREE I /4.'• W000 LAG SCREWS •/ 2 -1/4' MOIL E/1000. • 24' 0.C. MAX. CONT. L' :.250 / ALUM. PLATE OVER W000 MEMBERS Q SEE MIN. SEPARATION FROM GLASS SCHEDULE oif O •N Q { 1 - V2' 1 -1/2 ) 0 O 0 -v 1 (MAX. DESIGN LOAD t 72 PSF) M/L SMS BETWEEN TRUSSES @ 12' O.C. O ALT. BUILD -OUT O SOFFIT CONNECTION DETAIL MOUNT SECTION SCALE: �1 -0 FASTENER, SEE ANCHOR SCHEDULE REFERENCE EXISTING CONCRETE. HOLLOW CONNECTION "TYPE S' BLOCK OR W000 FRAMING - 1 /L-20 MACHINE BOLT (SEE ANCHOR SCHEDULE BASED 8 WINGNUT p 12" 0 C ON TYPE OF STRUCTURE) -� EMBEO. WIRE LATH MAY BE I i / USED AS TYPICAL REINFORCEMENT SEE INN. SEPARATION FROM GLASS SCHEDULE CONTRACTOR TO REINFORCE STUCCO ANO PROVIDE FOR EXPANSION AND CONTRACTION ABOVE L BELOW "F" TRACK ALT. WALL MOUNT DETAIL O SCALE : 3•• = W000 ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL STUCCO FINISH OR PLYWO00 SOFFIT APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT El 5 ) q BY ,!I7. -.•a. !. J PRODUCT CO 4 OL DIV!S.ON BUILDING CODE COMPLIANCE OFFICE CO ACCEPTANCE NO "I 1 - (7I 15.6 Z 1/4 MAX. • u L GI ( design by ` VJK, 1 • ( • V.J. KNEZEVICH � I PROFESSIONAL EER � FL Llc• PE 001 I drawn by GG , [ checked by VJK, drawing no. 1 96 -202 *hoot 3 of A j FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS ANO SPANS REQUIRED FOR VARIOUS OESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. 2' EDGE DISTANCE 3 EDGE DISTANCE 5 - -3- MAX. SPAN 8 -4'• MAX. SPAN 11• - 4" MAX SPAN 5' - 3' MAX. SPAN 8• -4 MAX. SPAN 11 - 4" MAX. SPAN CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 2 3 4 5 /3 HOLLOW CONCRETE BLOCK . I1111111111111111111111111111111� -1/4 ITV TAPCON W/ 1_t/4 MIN. EMBEDMENT 48 1 2 7 1 2 8 1 2 1 2 3 8 5 4 1 2 / 5 3 3 12 8 12 9 12 12 3 9 6 8 12 / 7 72 11 V 5 3 3 7 7' 3 / 6 5 g // a 4 12 3 6 4 4 8 a 4 j 3 5% 5 3/ 92 8 3 4 92 12 3 8 5 6 AM • / 5 .r 3 10 / � / / j 12 4 10 6 7 /•♦//r�� / 1 / / / / � � � AAV 5 / / L //V � 4 5 /�� , /, %.Y•/� / //�� 156 /y /. r :y �M � � %IOA�/v/,/I�IIG�I�� A M M � 9 � � N %ice/// / / �� A / / / / /�� 7/ / / y v � i%� AN � /i 'OR' /NI / 200 200 3 /� /� j%%% / . / 40 /� i A. IN 1 /4 - • RAWI CALK -IN /4 EW BT L 1-20 SIDALK OL (3/4 - • HEAD) 7 200 6 % / /ia / / /�� 10 % 3 4 ~I '■iI 1 /4 - • RAWL CALK -IN W/ 1 / .-EMBEDMENT L 1/4 -20 SIDEWALK BOLT (3/4 HEAD) 48 12 12 3 12 6 12 7 10 12 12 7 4 6 12 72 12 3 6 4 5 12 9 /� 4% 11 12 r NV\A„1 72 72 12 0 11 11 12 5 3 4 8 / 4 / 3 92 11'7 12 5 3 4 7 ;/ 3 10 / / / % 156 • / 12 3 8 4 5 9 12 5 3 3 7 �"• / %��A% 7 ! / A 156 6 12 •� . 44 3 A , 4 , 4 4 A A 12 A A A 8 �' (1 66 33 74 a 4 4 4 A 4 4 200 4 i /�� /�EM / / 156 / 33 A ANEW . 4 . i AE �A%j/ ' IR 1 '8_I� 1111N1111 \1111111 'PANELMATE // -1 /4 MIN. S DEWA BOLT 20 12 6 9 6 9 12 V 6 6 11 r 4 12 6 11 7 9 12 4 6 4 6 12 V R 72 12 3 7 5 6 10 4 4 7 7 3 PP 12 3 8 5 6 10 a 5 3 4 8 g. /A 92 12 3 6 64 4 5 A 4/ 3 7 4 %/ 7 40 . 74, 4 12 3 7 4 5 8 4% 3 V� 156 7 A / % j � j%%%%%%� 12 % �%%%%%% 200 5 // 48 � /O/� / / ✓ % /�%j1�/ // 4' AVAE%%% 1114,11•11111111111111111111- 'P OVA¶ - MIN. EMBEDMENT 48 12 6 9 6 9 12 6 6 •0 4 12 6 11 7 9 12 ' 6 4 6 VA 12 / 4 4 Pp 12 3 8 5 6 10 /i 1 � 1 5 4 92 12 3 6 4 5N8 4 4 3 z • 4 A %/ / / 12 3 7 4 5 8 / /• 4 3 / �/ A i /, % / 156 7 /��% % 72 % % % 1 /I //% j j% jj 200 5 / /!AV A j%% /ii j j r/ %A /A% j j%/ FASTEN- :PACING ONCNES) ANCHOR SCHEDULE LOADS . SPANS REQNREO FOR VARIOUS DESIGN EXISTING STRUCTURE ANCHOR TYPE LOAD (W)_ . PSF MAX. 2' EDO! DISTANCE 3' EDGE DISTANCE S• - MAX. SPAN 8•-4- MAX. SPAN 1T -4' MAX. SPAN 5' -3 MAX. SPAN 8' -4' MAX. SPAN 11-4' MAX. SPAN CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 MIN. 3,000 PSI CONCRETE , � N1111111111 11111111111111641V _ 1 /' IT TAPCON W/ 1_t 4 /4 • - MI N. EMBEDMENT 48 1 2 7 1 2 8 1 2 1 2 3 8 5 7 1 2 / 5 3 5 12 8 12 9 12 12 3 9 6 8 12 / 7 4 6 72 12 4 9 6 8 12 / 6 4 5 9% a 4 3 3 12 5 11 7 9 12/ / V 7 4 5 11� V S 3 4 92 12 3 8 5 6 10 • / 5 3 3 / / %// / / j 12 4 10 6 7 11 / / 6 4 4 /, 156 9 / �� / /J�/ij 7 9 4 j�% �A ff � j% / AM A % A. 0 1 10 / 33 88 5 4 / % j 7 j%%% / . / 40 j%% 7 200 6 % / /ia / / /�� 10 % 3 4 ~I '■iI 1 /4 - • RAWL CALK -IN W/ 1 / .-EMBEDMENT L 1/4 -20 SIDEWALK BOLT (3/4 HEAD) 48 12 12 12 12 12 12 5 9 8 12 48 12 12 12 12 12 12 12 12 7 12 11 12 NV\A„1 72 72 12 0 11 11 12 12 4 7 6 8 / 4 • BRASS WOOD W/ S/0 MIN L 1/4 -20 SCREW 92 12 10 12 12 12 12 5 11 8 10 ` � 4/// / 156 9 92 12 6 10 9 10 12 3 6 5 6 �"• / %��A% 12 7 12 11 12 12 4 9 7 8 A' 4, 1 A 156 12 �A%j/ / // / �� / / /% /� 12 5 12 9 7 ♦ %�� / % � "e4/0.747 200 10 7,..; 4 4 4 i i% 12 7 5 5 V FEMALE 1/4 - PANELMATE MIN. EMBED & 1/4 -20 . SIDEWALK BOLT 48 12 6 9 6 9 12 / � 6 11 7 9 72 12 3 7 5 6 10 7 / 92 12 3 6 44 5 6 A d 1 2 3 4 S 156 7 ��% j �%%% %% / r i i / /�� i // / /// i 7 200 5 % �� A / j ♦ j%%%%%% Mid /i'//!/II II I 6 %%%% I 111\1 �' 3� 111111111 \111111116 - PANELMATE O W 1_I /4• MIN. EMBEDMENT 48 12 6 9 6 9 12 V 6 6 1 pp 12 6 11 7 9 12 i 6 72 12 3 7 5 6 10 4 4 12 3 8 5 6 10 5 4 pp 92 12 3 6 4 5 8 % 4 � 3 4 % / i A A 1 12 3 7 4 5 8/ 4 4 3 4 A A 156 7 =Er A j j % %%% %/ �� ..% %%%%. / % %% �% %%% 200 5 j / / / /� ✓�A%%% %%%% F// � �' / /• // FASTENER ANCHOR SCHEDULE LOADS AND SPANS SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN 3uniDn i5 UNI.SIX3 ANCHOR TYPE LOAD (W) PSF MAX. 3/4' EDGE DISTANCE V -3' MAX. SPAN 8• -4' MAX. SPAN 11' -4' MAX. SPAN CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 2 TYPE 3 4 5 000m 1 . / 1 -] / 5I EMBEDMENT :NEAR TO 1 -3/4 MIN. 48 12 12 12 12 12 12 5 6 8 12 12 3 6 6 9 1 r 1111111111111 N 11111111111 e W000 LAG MIN. THREAD PARALLEL W000 GRAIN 72 12 7 10 10 12 12 4 6 6 8 12 A 4 5 6 92 2 1 2 6 8 9 10 t 2 3 5 5 6 � 4,4 156 12 4 6 7 6 . 0;74 . 747 / . % r /// a j% V V 200 1o% 3 4 4 / V / V I V V j V V' V 1 /4 1 -3/4 EMBEDMENT SHEAR TD 1 -3/4" MIN. ( 48 12 10 12 12 I 111U1111111M1N1111p1u W000 LAG W/ MIN. THREAD PERPENDICULAR W000 GRAIN 72 12 8 10 12 /, 92 12 7 9 1 0 A % A. A. 156 12 4 5 7 6 / /./7. / V V A % / / V / V V 200 10 % 3 4 4 I V V% V V ri/ V V 5.16 BUSHING EMBED. MACHINE 48 12 12 8 11 NV\A„1 72 12 10 6 7 / • BRASS WOOD W/ S/0 MIN L 1/4 -20 SCREW 92 12 8 5 6 "i ` � 4/// / 156 9 / 6 4 3 // A . / . . A A A 200 6 %��A% % 40 j%% 07/07/97 10-.14 EMOE0.1 TWO -2'• K S" • 1/8" 6063 -T6 ALUM ANGLE - - -- 2 . 2 ,< 1/8 , STUDDED ANGLE (MAX. DESIGN LOAD s 72 PSF1 1/4 -20 MACHINE SCREW STUD W/ WING NUT (¢I 6 - O.C. TO PANEL ANGLE CONNECTION STUDDED STORM PANEL 1/4 -20 MACHINE SCREW STUD W/ NUT @ 6 - O.C. ANGLE TO ANGLE CONNECTION THREE -1/4"0 RAWL CALK -IN (d 1.- 0.C. W/ 7/8 MIN. EMBED. IN CONC. W/ 1/4 -20 MACHINE SCREW ALT. ASSEMBLY MOUNT - SCALE 3 • T N 2 u 2 W W z Q 0. X 4 Z 4' ANCHOR NOTES. L SPANS i LOADS SHOWN MERE ARE FOR ANCHOR SPACING OILY. ALLOWABLE SHUTTER SPANS FOR SPCCIFK LOADS MUST BE LIMITED TO THOSE SNOW, N TABU! 1. SMUT 3. 2. ENTER TABLE BASED ON THE COSTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. 3. CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE 0ESI314 LOAD ON BUILDING ANO CHOOSE SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPAONO FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR DENTRICATON OF CONNECTION T YPE. S. MNWIUM EMBEDMENT AND COOK DISTANCE EXCLUDES WALL PWOSM OR STUCCO. 6. WHERE LAO SCREWS PASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL 81 LOCATED IN CENTER OF NOMINAL 2 it 4 tMM W000 071.$0. W000 SMALL 81 - SOUTHERN PINE G • 0.55 OR BETTER DENSITY. 7. ANCMORS SHALL 8E INSTALLED N ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ HON. EMBEDMENT INDICATED ABOVE. 6. 0 DESIGNATES ANCHOR CONDITIONS I/ WHICH ARE NOT ACCEPTABLE USES. 9. EXISTING STRUCTURE MAY 81 CONCRETE. HOLLOW BLOCK. OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE Of EXISTING STRUCTURE. . RE018800 FOR DIRECT MOUNT 6' OR 12 SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED N ANCHOR SCHEDULE. 13 N.T 5 -- 1/4 -20 STUD ANGLE ASSEMBLY 3/8 HOLE FOR FASTENING PANEL 2" • 2 ALUM. STUD ANGLE PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS 8017 PLACE PA..E( ....E., E.... ADJACENT PANEL *NO FASTEN WINGNUTS PROM THE INSIDE STORM PANEL INTERIOR FASTENING ISOMETRIC © N.T.S. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT % �� 9 • BY 61►7. ./ PRODUCT CON •IL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.a`7 6 [ checked b VJK (d.sIgn by II vJK drawing no. 96 -202 1 •n..P 4 , COPYRIGHT i997 KNEZEVICH S. ASSOCIATES, INC. 0.063" ALUMINUM STORM PANEL k , I0/ OWN MODEL NUMBER 507E N1 2 150.6141 Order) 12 2 15086141 Order) 113 2 (Special Order) 50 1 (50ectal Order) 16 2 15056101 creed 5e 2 (50.01.1 Order) 87 2 (Specie) Order) 58 1 ISo.na) Order) r4 Connector 1101 CARRYING NEWER NAILING CARRIED MEMBER NAILING OIIP /.AC10 SKEW SISK 10P 1 0 i R 45.0 R 45.0 R45.0 L 45.0 L 45.0 L 45.0 /1 01 / Sr H4-1 J T1 } N J -J T _4 J T3 O .-4 m Cr) Cr) U J c) 3 Q (1) CO I r--1 4 J f0 In N m L '1 L o Q) to 3 3 Z rD U1 C J rn O CD • U O .) N Li_ a Job Name: Odeo Customer: OOea Prostsor 8I8MSESBORESPEEQ 33138 Sn0O1ny Ad11055: c 00E0 Cu RI'r'mCT' y6 51 gg Psmen /: Lases 1/C Li... 30 03, B/C 11,.. 0 Dal 7/C Dead 15 o11 8/0 0004 10 001 Duration !mere." 1000 70141 1040: DS7 LIC..H Noe. 0414. 04/09/97 1164. 11.4 0 1,144644' C\1 1.20 Keym Page: APPROVED ESUBMff BY 6 J .A"' ( ' ? '‘\- DATE 4 0 7 / t i l b CHECKED FOR ARCHITECTURAL DESIGN & GENERAL. DIMENIONS ONLY. QUANTITIES & DETAILED DIMENSIONS ARE RESPONSI- BILITY OF CO. NTRACTOR. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING. r'.''''' '7'7 ill Frvrorn Aft.reltsPreT ' 0446 ;,10.fii.f.0**, e:iitWA: iNi 0 'Nen i.e.pUbmi ;114'm futs:z). : 4.. ......1.0a.r......e..•.••■•••,,,,t.htn.P........,.......... ••••,.....••••■• • . '...... ...... ,..................• 4- GUSSET PLATES Joint# Gauge Size Refer to Attachment A for Gusset Plate Usage 4 KEYsmart Ver 3.305 JOB NAME SPAN ODEDLST1 \GO1 20 9 -9 -13 Reactions JT TYPE 10 P 6 R Material LC BRG WID 1 6.000 1 2.000 10 P 2 6.000 10 P 2 6.000 6 R 2 2.000 TC BC T/C to be: 5162 -33 3.625 B/C to be: 8162 -33 3.625 Webs to be: 5162 -33 3.625 Material 1- 2 TCHORD 5162 -33 2- 3 TCHORD 5162 -33 3- 4 TCHORD 5162 -33 4- 5 TCHORD 5162 -33 6- 7 BCHORD 5162 -33 7- 8 BCHORD 5162 -33 8- 9 BCHORD 5162 -33 9 -10 BCHORD 5162 -33 1 -10 WEB 5162 -33 1- 9 WEB 5162 -33 2- 9 WEB 5162 -33 2- 8 WEB 5162 -33 3- 8 WEB 5162 -33 3- 7 WEB 5162 -33 4- 7 WEB 5162 -33 4 - 6 WEB 5162 -33 5- 6 WEB 5162 -33 11- 1 TCHORD 5162 -33 REACT 386. 481. 192.H -657. -382. 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 .89 .41 .22 .12 .23 .29 .29 .14 .13 .16 .02 .05 .04 .12 .09 .22 .02 .84 0 -8 -0 PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 0 -0 -0 2 -5 -7 2 -5 -7 2 -5 -7 2 -5 -7 CSI TC .89 BC .22 CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED SUMMARY JT MAX REACT 10 386. 6 481. CSI P #Screws -840 -871 -546 -15 538 860 823 -192 650 832 81 -161 205 -359 461 -651 91 0 PITCH QTY OHL OHR 2.1210 2 2 -9 -15 0 -0 -0 4 4 4 2 4 4 4 2 4 4 2 2 2 2 2 4 2 2 1 -1 -3 0 -? -0 MAX UPLIFT -657. -382. Brc "# SCREWS" Indicates the number of #10 screws at the end of the member. Screw counts indicated at interior points of continuous members shall be neglected. Allowable shear per screw as follows: 22 GA:1661bs; 20 GA:2401bs; 18 GA:2631bs; 16 GA:3701bs; 14 GA: 4671bs; 12 GA:4671be; 10 GA:4671bs. Maintain screw spacing at 9/16" min. Maintain edge margin at 9/16 "min. 4 -10 -14 2 -5 -7 2 -5 -7 4 -10 -15 Deflection Vert TL .04" Horz TL .01" 1 -6 -7 0 -0 -0 7 -4 -6 2 -5 -7 2 -5 -7 7 -4 -6 (loc) L/999 88 -9 Design Loadings LOAD CASE 1 TOP LL TOP DL .0 .0 SECTION DIR 6- 8 Vert 8 -10 Vert Note:Distributed LOAD CASE 2 TOP LL TOP DL .0 .0 SECTION DIR 1- 5 Norm 6 -10 Vert 11- 1 Norm Note:Distributed 0..0 -0 PLYS 1 9 -9 -13 2 -5 -7 2 -5 -7 9 -9 -13 SPACING 1 -0 -0 2 -4 -13 5 01 -0 BOT LL BOT DL STANDARD LOADING .0 .0 LIVE DEAD DISTRIBUTED LOADS 61.8 45.8 4).4 28.6 Loads Replace Standard Loads BOT LL BOT DL STANDARD LOADING .0 .0 LIVE DEAD DISTRIBUTED LOADS -86.1 .0 5.0 .0 -8G.1 .0 Loads Replace Standard Loads 4/10/97 9:25am Page 1 of 1 ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. GUSSET PLATES Joint# Gauge Size Refer to Attachment A for Gusset Plate Usage KEYsmart Ver 3.305 JOB NAME SPAN ODEDLST1 \G02 20 15 -2 -0 Reactions JT TYPE 12 P 7 R Material 1- 2 2- 3 3 - 4 4- 5 5- 6 7- 8 8- 9 9 -10 10 -11 11 -12 1 -12 1 -11 2 -11 2 -10 3 -10 4 -10 4- 9 5- 9 5- 8 6- 8 6- 7 13- 1 14- 6 TCHORD TCHORD TCHORD TCHORD TCHORD BCHORD BCHORD BCHORD BCHORD BCHORD WEB WEB WEB WEB WEB WEB WEB WEB WEB WEB WEB TCHORD TCHORD 0 -8 -0 1 12 0-0 - TC BC LC BRG WID REACT 1 6.000 1898. 3. 6.000 1898. 12 P 2 6.000 -1476. 7 R 2 6.000 -1476. T/C to be: 8162-54 3.625 B/C to be: 5162 -54 3.625 Webs to be: 8162-54 3.625 Material 8162 -54 6162 -54 3162 -54 3162 -54 8162 -54 3162 -54 9162 -54 3162 -54 3162 -54 6162 -54 3162 -54 3162 -54 9162 -54 3162 -54 3162 -54 5162 -54 S162-54 9162 -54 3162 -54 3162 -54 3162 -54 3162 -54 9162 -54 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 .625 3 -6 -0 3 -6 -0 3 -6 -0 3 -6 -0 .71 .80 .55 .80 .71 .17 .51 .41 .51 .17 .20 .39 .04 .04 .08 .00 .08 .04 .04 .39 .20 .21 .21 PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 1 -6 -8 11 0 -? -0 CSI TC .51 CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED SUMMARY CSI P #Screws -4369 -4848 -4689 -4821 -4369 0 4195 4662 4196 0 -1783 4218 -386 522 970 56 955 494 -371 4217 -1785 29 29 PITCH QTY OHL OHR PLYS 3.0000 1 2 -0 -0 2 -0 -0 1 LOAD CASE 1 T MAX REACT MAX UPLIFT TOP LL TOP J 40.0 .0 12 1898. -1476. 7 1898. -1476. 12 14 14 14 12 2 12 14 12 2 6 12 2 2 4 2 4 2 2 12 6 2 2 7 -0 -0 3 -6 -0 3 -7 -13 7 -1 -13 8 -2 -0 1 -2 -0 2 -5 -0 2 -5 -0 3 10 9 4 0 -0 -0 0 -7 -0 0 -10 -6 8 -0 -3 Deflection Vert TL .21" Horz TL .03" Brc 11 -8 -0 3 -6 -0 3 -7 -13 11 -8 -0 JT DIR 9 Vert 10 Vert 1 1 -6 -8 8 0 -p -0 (loc) L/873 9 15 -2 -0 3 -6 -0 3 -6 -0 15 -2 -0 Design Loadings LIVE 536.6 536.6 SECTION DIR 7- 9 Vert 9 -10 Vert 10 -12 Vert 13- 1 Vert 1- 6 Vert 6 -14 Vert Note:Distributed 12 3 SPACING 1 -0 -0 0 -8 -0 0 -p -0 4/10/97 9:27am Page 1 of 1 BOT LL BOT DL STANDARD LOADING .0 .0 DEAD POINT LOADS 389.2 389.2 LIVE DEAD DISTRIBUTED LOADS .0 40.0 100.7 100.7 .0 40.0 60.0 .0 60.0 .0 60.0 .0 Loads Replace Standard Loads LOAD CASE 2 TOP LL TOP DL BOT LL BOT DL STANDARD LOADING 60.0 30.0 .0 .0 JT DIR LIVE DEAD POINT LOADS 9 Vert -430.6 .0 10 Vert -430.6 .0 SECTION DIR LIVE DEAD DISTRIBUTED LOADS 1- 6 Norm -113.0 .0 7 -12 Vert 5.0 .0 13- 1 Norm -113.0 .0 6 -14 Norm -113.0 .0 Note:Distributed Loads Replace Standard Loads "# SCREWS" Indicates the number of #10 screws at the end of the member. Screw counts indicated at interior points of continuous members shall be neglected. Allowable shear per screw as follows: 22 GA:1661bs; 20 GA:2401be; IC GA:2631bs; 16 GA:3701bs; 14 GA: 4671be; 12 GA:4671be; 10 GA:4671bs. Maintain screw spacing at 9/16" min. Maintain edge marcrin at 9/16 "min. ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. GUSSET PLATES Joint# Gauge Size Refer to Attachment A for Gusset Plate Usage KEYsmart Ver 3.305 JOB NAME SPAN PITCH QTY OHL OHR PLYS SPACING ODEDLST1 \J01 20 0 -10 -9 3.0068 4 2 -0 -0 0 -0 -0 1 2 -0 -0 JT TYPE LC BAG WID REACT OT MAX REACT MAX UPLIFT 4 P 1 6.000 433. 4 433. -730. 3 R 1 2.000 -156. 3 271. -156. 4 P 2 6.000 117.H 4 P 2 6.000 -730. 3 R 2 2.000 271. Material T/C to be: 3162 -33 3.625 B/C to be: 3162 -33 3.625 Webs to be: 5162 -33 3.625 Material CSI P #Screws Brc 1- 2 TCHORD 5162 -33 3.625 .75 76 2 3- 4 BCHORD 5162 -33 3.625 .04 -117 2 1- 4 WEB 3162 -33 3.625 .14 734 4 1- 3 WEB 3162 -33 3.625 .02 126 2 2- 3 WEB 3162 -33 3.625 .10 -314 2 5- 1 TCHORD 5162 -33 3.625 .74 43 2 "# SCREWS" Indicates the number of #10 screws at the end of the member. Screw counts indicated at interior points of continuous members shall be neglected. Allowable shear per screw as follows: 22 GA:1661be; 20 GA:2401bs; 18 GA:2631be; 16 GA:3701be; 14 GA: 4671be; 12 GA:4671be; 10 GA:4671be. Maintain screw spacing at 9/16" min. Maintain edge margin at 9/16 "min. PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 0 -8 -0 0 -10 -9 0 - 10 - 9 0 -10 -9 0 -10 -9 0 -10 -1D 2 CSI Deflection (loc) TC .75 Vert TL .00" L/999 3 -4 BC .04 Horz TL .00" 3 WB .14 TC CONTINUOUSLY SHEATHED BC CONTINUOUSLY SHEATHED Reactions SUMMARY Design Loadings LOAD CASE 1 TOP LL TOP DL BOT' LL BOT DL STANDARD LOADING 30.0 15.0 .0 10.0 LOAD CASE 2 TOP LL TOP DL BOT LL BOT DL STANDARD LOADING 30.0 15.0 .0 10.0 SECTION DIR LIVE DEAD DISTRIBUTED LOADS 5- 1 Norm -81.1 .0 1- 2 Norm -81.1 .0 3- 4 Vert 5.0 .0 Note:Distributed Loads Replace Standard Loads 4/10/97 9:33am Page 1 of 1 ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. GUSSET PLATES Joint# Gauge Size Refer to Attachment A for Gusset Plate Usage KEYsmart PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 JOB NAME SPAN PITCH QTY OHL OHR PLYS SPACING ODEDLST1 \J02_20 2 -10 -9 3.0021 4 2 -0 -0 0 -0 -0 1 2 -0 -0 Ver 3.305 4 P 2 6.000 198.H 4 P 2 6.000 -624. 3 R 2 2.000 -139 Material T/C to be: 5162 -33 3.625 B/C to be: S162 -33 3.625 Webs to be: 8162 -33 3.625 CSI 0 -8 -0 JT TYPE LC BAG WID REACT JT MAX REACT MAX UPLIFT 4 P 1 6.000 401. 4 401. -624. 3 R 1 2.000 96. 3 96. -139. 1- 2 TCHORD S162 -33 3.625 .83 -46 2 3- 4 BCHORD 5162 -33 3.625 .09 -198 2 1- 4 WEB 3162 -33 3.625 .12 638 4 1- 3 WEB 5162 -33 3.625 .04 199 2 2- 3 WEB 5162 -33 3.625 .03 128 2 5- 1 TCHORD 5162 -33 3.625 .74 43 2 "4 SCREWS" Indicates the number of 410 screws at the end of the member. Screw counts indicated at interior points of continuous members shall be neglected. Allowable shear per screw as follows: 22 GA:1661bs; 20 GA:2401bs; 18 GA:2631bs; 16 GA:3701bs; 14 GA: 4671bs; 12 GA:4671bs; 10 OA:4671bs. Maintain screw spacing at 9/16" min. Maintain edge margin at 9/16 "min. 2 -10 -9 Material CSI P #Screws Brc 2 -10 -9 2 -10 -9 2 -10 -9 Deflection (loc) TC .83 Vert TL .00" L/999 3 -4 BC .09 Horz TL .00" 3 TC CONTINUOUSLY SHEATHED BC CONTINUOUSLY SHEATHED Reactions SUMMARY Design Loadings LOAD CASE 1 TOP LL TOP DL BOT LL BOT DL STANDARD LOADING 30.0 15.0 .0 10.0 LOAD CASE 2 TOP LL TOP DL BOT LL BOT DL STANDARD LOADING 30.0 15.0 .0 10.0 SECTION DIR LIVE DEAD DISTRIBUTED LOADS 5- 1 Norm -81.1 .0 1- 2 Norm -81.1 .0 3- 4 Vert 5.0 .0 Note:Distributed Loads Replace Standard Loads 4/10/97 9:33am Page 1 of 1 ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. GUSSET PLATES Joint# Gauge Size Refer to Attachment A for Gusset Plate Usage • KEYemart Ver 3.305 JOB NAME SPAN PITCH QTY OHL OHR PLYS SPACING ODEDLST1 \J03 20 4 -10 -9 3.0012 4 2 -0 -0 0 -0 -0 1 2 -0 -0 Material T/C to be: S162 -33 3.625 B/C to be: 5162 -33 3.625 Webs to be: S162 -33 3.625 CSI 0 -0 -0 TC .82 Vert LL -.01" L/999 5 BC .19 Horz TL .00" 4 WB .14 TC CONTINUOUSLY SHEATHED BC CONTINUOUSLY SHEATHED T7 7�7�7�p Design Loadings Reactions SUMMARY LOAD CASE 1 TOP LL TOP DL BOT LL BOT DL STANDARD LOADING JT TYPE LC BRG WID REACT JT MAX REACT MAX UPLIFT 30.0 15.0 .0 10.0 6 P 1 6.000 485. 6 485. -721. LOAD CASE 2 4 R 1 2.000 232. 4 232. -346. TOP LL TOP DL BOT LL BOT DL STANDARD LOADING 6 P 2 6.000 279.H 30.0 15.0 .0 10.0 6 P 2 6.000 -721. SECTION DIR LIVE DEAD DISTRIBUTED LOADS 4 R 2 2.000 -346. 1- 3 Norm -81.1 .0 Material CSI P #Screws Brc 1- 2 TCHORD S162 -33 3.625 .82 -287 2 2- 3 TCHORD 5162 -33 3.625 .28 -49 2 4- 5 BCHORD S162 -33 3.625 .19 -357 2 5- 6 BCHORD S162 -33 3.625 .16 -279 2 1- 6 WEB 5162 -33 3.625 .14 719 4 1- 5 WEB 5162 -33 3.625 .05 238 2 2- 5 WEB 5162 -33 3.625 .01 63 2 2- 4 WEB 5162 -33 3.625 .08 384 2 3- 4 WEB 3162 -33 3.625 .04 202 2 7- 1 TCHORD S162 -33 3.625 .74 43 2 "# SCREWS" Indicates the number of #10 screws at the end of the member. Screw counts indicated at interior points of continuous members shall be neglected. Allowable shear per screw as follows: 22 GA:1661be; 20 GA:2401bs; 18 GA:2631bs; 16 GA:3701bs; 14 GA: 4671bs; 12 GA:4671be; 10 GA:4671bs. Maintain screw spacing at 9/16" min. Maintain edge margin at 9/16 "min. PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 2 -5 -5 2 -5 -5 2 -5 -5 2 -5 -4 01 -0 4 -10 -9 2 -5 -5 0 -8 -0 1 -3 -5 1 -10 -10 3 2 -5 -5 4 -10 -9 Deflection (loc) 01 -0 4- 6 Vert 5.0 .0 7- 1 Norm -81.1 .0 Note:Distributed Loac;s Replace Standard Loads 4/10/97 9:34am Page 1 of 1 ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. GUSSET PLATES Joint# Gauge Size Refer to Attachment A for Gusset Plate Usage KEYsmart Ver 3.305 JOB NAME ODEDLST1 \J04 20 Reactions JT 6 4 6 P 2 6 P 2 4 R 2 Material T/C to be 5162 -33 3.625 B/C to be: 5162 -33 3.625 Webs to be: 3162 -33 3.625 1- 2- 4- 5- 1- 1- 2- 2- 3- 7- TYPE LC P 1 R 1 Material 2 TCHORD 3 TCHORD 5 BCHORD 6 BCHORD 6 WEB 5 WEB 5 WEB 4 WEB 4 WEB 1 TCHORD BRO WID 6.000 2.000 6.000 6.000 2.000 2162-33 2162-33 3162 -33 3162 -33 3162 -33 3162 -33 3162 -33 3162 -33 3162 -33 3162 -33 TC BC REACT 591. 359 254.H -583 -364 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 SPAN PITCH QTY OHL OHR PLYS 7 -0 -0 3.0000 2 2 -0 -0 0 -0 -0 1 .70 .37 .28 .20 .17 .10 .02 .20 .05 .51 SUMMARY JT MAX REACT 6 591. 4 359. -573 -44 -522 -254 586 513 89 554 183 43 0 -8 -0 CSI TC .28 .20 CON SHEATHED CONTINUOUSLY SHEATHED CSI P #Screws 4 2 4 2 4 4 2 4 2 2 3 -6 -0 3 -6 -0 3 -6 -0 3 -6 -0 MAX UPLIFT -583. -364. "# SCREWS" Indicates the number of #10 screws at the end of the member. Screw counts indicated at interior points of continuous members shall be neglected. Allowable shear per screw as follows: 22 GA:1661bs; 20 GA:2401bs; 18 GA:2631bs; 16 GA:3701bs; 14 GA: 4671bs; 12 GA:4671bs; 10 GA:4671be. Maintain screw spacing at 9/16" min. Maintain edge margin at 9/16 "min. 1 -6 -8 0 -? -0 7 -0 -0 3 -6 -0 3 -6 -0 7 -0 -0 Deflection (loc) Vert TL .0 L/999 0" 4 Brc 2 -5 -0 3 0 -0 -0 Design Loadings LOAD CASE 1 TOP LL TOP DL 30.0 15.0 LOAD CASE 2 TOP LL TOP DL 30.0 15.0 SPACING 2 -0 -0 BOT LL BOT DL STANDARD LOADING .0 10.0 BOT LL BOT DL STANDARD LOADING .0 10.0 4/10/97 9:35am Page 1 of 1 SECTION DIR LIVE DEAD DISTRIBUTED LOADS 1- 3 Norm -56.5 .0 4- 6 Vert 5.0 .0 7- 1 Norm -56.5 .0 Note:Distributed Load Replace Standard Loads ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY.SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. KEYamart Ver 3.305 JOB NAME SPAN PITCH QTY OHL OHR PLYS SPACING ODEDLST1 \L01 20 13 -4 -0 3.0004 1 0 -0 -0 0 -0 -0 1 2 -0 -0 0 -8 -0 Material T/C to be S162 -33 3.625 B/C to be S162 -33 3.625 Blocks to be S162 -33 3.625 12 3 PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 7 -7 -0 7 -7 -0 13 -4 -0 13 -4 -0 2 -6 -12 13 -4 -0 5 -4 -0 12 3 1 -1 -8 01 -0 4/10/97 9:35am Page 1 of 1 ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. KEYemart Ver 3.305 JOB NAME SPAN PITCH QTY OHL OHR PLYS SPACING ODEDLST1 \L02 20 1 -10 -0 - 2.9984 1 0 -0 -0 2 -0 -0 1 2 -0 -0 Material T/C to be 3162 -33 3.625 B/C to be 3162 -33 3.625 Blocks to be 3162 - 33 3.625 1 -1 -8 0_?_0 PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 1 -10 -0 1 -10 -0 1 -10 -0 1 -10 -0 0 -8 -0 01 -0 12 3 1 4/10/97 9.36am Page 1 of 1 ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET KEYsmart Ver 3.305 PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 JOB NAME SPAN PITCH QTY OHL OHR PLYS SPACING ODEDLST1 \L03 20 4 -0 -0 3.0000 1 2 -0 -0 0 -0 -0 1 2 -0 -0 Material T/C to be 0162 -33 3.625 B C to be 0162 -33 3.625 B ocks to be 5162 -33 3.625 12 3 0 -8 -0 01 -0 4 -0 -0 4 -0 -0 4 -0 -0 4 -0 -0 1 -8 -0 0-?-0 4/10/97 9:36am Page 1 of 1 ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. KEYemart Ver 3.305 Material T/C to be S162-33 3.625 qB C to be S162-33 3.625 B ocka to be 5162 -33 3.625 PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 JOB NAME SPAN PITCH QTY OHL OHR PLYS SPACING ODEDLST1 \L04 20 3 -6 -0 .0000 1 0 -0 -0 0 -0 -0 1 2 -0 -0 1 -8 -4 01 -0 3 -6 -0 3 -6 -0 3 -6 -0 3 -6 -0 1 -8 -4 0-0-0 4/10/97 9:36am Page 1 of 1 ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. GUSSET PLATES Joint# Gauge Size Refer to Attachment A for Gusset Plate Usage KEYsmart Ver 3.305 JOB NAME SPAN ODEDLST1 \T01 20 15 -2 -0 1 -10 -12 3 -9 -8 5 -8 -4 7 -7 -0 9 -5 -12 11 -4 -8 13 -3 -4 15 -2 -0 1 - 10 - 12 1 1 - 10 - 12 1 1 - 10 - 12 1 1 - 10 - 12 1 1 - 10 - 12 1 1 - 10 - 12 11 - 10 - 12 1 1 0 -8 -0 1 -1 -11 1 -7 -6 2 -1 -1 2 -6 -12 2 -1 -1 1 -7 -6 1 -1 -11 0 -8 -0 0 -0 -0 17 16 0 -0 -0 � 1 -10 -12 1 -10 -12 1 -10 -12 3 -9 -8 01-0 01-0 1 -10 -12 1 -10 -12 5 -8 -4 7 -7 -0 CSI BC .52 .34 TC CON SHEATHED BC CONTINUOUSLY SHEATHED Reactions SUMMARY JT TYPE LC BAG WID 18 P 1 6.000 10 R 1 6.000 18 P 2 10 R 2 Material 1- 2 TCHORD S162 -33 2- 3 TCHORD 5162 -33 3- 4 TCHORD 5162 -33 4- 5 TCHORD 5162 -33 5- 6 TCHORD 5162 -33 6- 7 TCHORD 5162 -33 7- 8 TCHORD 5162 -33 8- 9 10 -11 11 -12 12 -13 13 -14 14 -15 15 -16 16 -17 17 -18 1 -18 1 -17 2 -17 2 -16 3 -16 3 -15 4 -15 4 -14 5 -14 6 -14 6 -13 7 -13 7 -12 8 -12 8 -11 9 -11 9 -10 19- 1 20- 9 TCHORD 8162 -33 BCHORD 5162 -33 BCHORD 5162 -33 BCHORD 5162 -33 BCHORD 5162 -33 BCHORD 5162 -33 BCHORD 5162 -33 BCHORD 5162 -33 BCHORD S162 -33 WEB 5162 -33 WEB 5162 -33 WEB S162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 TCHORD 5162 -33 TCHORD 5162 -33 6.000 -1007. 6.000 -1007. T/C to be: 5162 -33 3.625 B/C to be: S162 -33 3.625 Webs to be: S162 -33 3.625 REACT JT MAX REACT MAX UPLIFT 1014. 18 1014. -1007. 1014. 10 1014. -1007. Material CSI P #Screws Brc 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 .80 .74 .59 .52 .52 .59 .74 .80 .15 .47 .52 .47 .47 .52 .47 .15 .29 .34 .08 .13 .04 .04 .02 .10 .15 .10 .02 .04 .04 .13 .08 .34 .29 .51 .51 PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 -1340 -1706 -1610 -1385 -1385 -1610 -1707 -1340 0 1246 1647 1542 1542 1646 1246 0 979 1269 268 437 171 138 93 316 484 317 93 138 171 437 268 1269 979 43 43 PITCH QTY OHL OHR PLYS 3.0004 4 2 -0 -0 2 -0 -0 1 6 8 8 6 6 8 8 6 2 6 8 8 8 8 6 2 6 6 2 2 2 2 2 2 2 2 2 2 2 2 2 6 6 2 2 5 15 14 01-0 0 -0 -0 1 -10 -12 9 -5 -12 Deflection Vert TL .10" Horz TL .03" 13 12 11 (loc) L/999 13 -14 Design Loadings LOAD CASE 1 TOP LL TOP DL BOT LL BOT DL 30.0 15.0 .0 10.0 LOAD CASE 2 TOP LL TOP DL BOT LL BOT DL 30.0 15.0 .0 10.0 SECTION DIR 1- 9 Norm 10 -18 Vert 19- 1 Norm 9 -20 Norm Note:Distributed LIVE DEAD -56.5 .0 5.0 .0 -56.5 .0 -56.5 .0 Loads Replace Sta 12 3 0-0 -0 0-0 -0 1 -10 -12 1 1 -10 -12 1 1 -10 -12 11 -4 -8 13 - ?: -4 15 -2 -0 SPACING 2 -0 -0 01 -0 STANDARD LOADING STANDARD LOADING DISTRIBUTED LOADS ndard Loads 4/10/97 9:3Bam Page 1 of 1 "4 SCREWS" Indicates the number of &10 screws at the and of the member. Screw counts indicated) at interior points of continuous members shall be neglected. Allowable shear per screw as follows: 22 GA:1661be; 20 GA:2401be; 16 GA:2631be; 16 GA:3701be; 14 GA: 4671be; 12 GA:4671be; 10 GA:4671be. Maintain screw spacing at 9/16" min. Maintain edge margin at 9/16 "min. ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. GUSSET PLATES Joint# Gauge Size Refer to Attachment A for Gusset Plate Usage KEYsmart Ver 3.305 JOB NAME SPAN ODEDLST1 \T02 20 13 -4 -0 Reactions JT 10 6 10 10 6 1- 2 2- 3 3- 4 4- 5 6- 7 7- 8 8- 9 9 -10 1 -10 1- 9 2- 9 2- 8 3- 8 4- 8 4- 7 5- 7 5- 6 11- 5 1 -1 -8 0-0 - TYPE P R P P R LC 1 1 Material Material 2 -10 -8 2 -10 -R 2 -10 -8 2 -10 -8 BAG WID 6.000 6.000 2 6.000 2 6.000 2 6.000 T/C to be: 5162 -33 3.625 B/C to be: 5162 -33 3.625 Webs to be: 5162 -33 3.625 TCHORD 5162 -33 TCHORD 5162 -33 TCHORD S162 -33 TCHORD 5162 -33 BCHORD 5162 -33 BCHORD 5162 -33 BCHORD 5162 -33 BCHORD 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB 2162-33 WEB 5162 -33 WEB 5162 -33 WEB 5162 -33 WEB S162 -33 WEB 5162 -33 WEB 5162 -33 TCHORD 5162 -33 TC BC REACT 720. 927. -108.H -672. -927. 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 3.625 1 -10 -2 0 - ? - 0 .51 .51 .73 .94 .24 .62 .40 .15 .21 .35 .09 .01 .06 .15 .04 .44 .27 .51 PEICO 4350 West Sunrise Blvd. Suite Plantation, FL 33313 (954) 581 -2008 5 -9 -0 2 -10 -8 2 -10 -8 -1116 -1110 -1119 -1505 0 1411 1055 108 -678 1097 347 75 247 419 201 1417 921 43 5 -9 -0 SUMMARY JT MAX REACT 10 720. 6 927. PITCH QTY OHL OHR 3.0010 3 0 -0 -0 2 -0 -0 6 6 6 8 2 6 6 2 4 6 2 2 2 2 2 6 4 2 2 -6 -12 3 01 - CSI TC .62 WB .44 CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED MAX UPLIFT -672. -927. CSI P #Screws Brc "11 SCREWS" Indicates the number of 010 screws at the end of the member. Screw counts indicated at interior points of continuous members shall be neglected. Allowable shear per screw as follows: 22 GA:1661bs; 20 GA:2401bs; 18 GA:2631bs; 16 GA:3701bs; 14 GA: 4671bs; 12 GA:4671bs; 10 OA:4671bs. Maintain screw spacing at 9/16" min. Maintain edge margin at 9/16 "min. 9 -6 -8 3 -9 -R 3 -9 -8 9 -6 -8 Deflection Vert TL .08" Horz TL .01" 1 -7 -6 0 -0 -0 103 3 -9 -8 13 -4 -0 (loc) L/999 7 -8 LOAD CASE 1 TOP LL TOP DL 30.0 15.0 LOAD CASE 2 TOP LL TOP DL 30.0 15.0 SECTION DIR 1- 5 Norm 6 -10 Vert 5 -11 Norm Note:Distributed PLYS 1 13 -4 -D 3-9- 0 -8 -0 Design Loadings BOT LL BOT DL .0 10.0 01 -0 BOT LL BOT DL .0 10.0 LIVE DEAD -56.5 .0 5.0 .0 -56.5 .0 Loads Replace Standard SPACING 2 -0 -0 STANDARD LOADING STANDARD LOADING DISTRIBUTED LOADS Loads 4/10/97 9.39am Page 1 of 1 ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT. NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. GUSSET PLATES Joint# Gauge Size Refer to Attachment A for Gusset Plate Usage KEYsmart Ver 3.305 JOB NAME SPAN PITCH QTY OHL OHR PLYS SPACING ODEDLST1 \T03_20 9 -4 -0 3.0010 2 0 -0 -0 0 -0 -0 1 2 -0 -0 Material T/C to be: 9162 -33 3.625 B/C to be: 5162 -33 3.625 Webs to be: 5162 -33 3.625 1 -1 -8 8 P 2 6.000 73.H 8 P 2 6.000 -570. 5 R 2 6.000 -587. CSI PEICO 4350 West Sunrise Blvd. Suite 103 Plantation, FL 33313 (954) 581 -2008 2 -10 -8 2 - 10 - 6 12 3 7 2 -10 -8 1 -10 -2 Material CSI P #Screws Brc 1- 2 TCHORD 5162 -33 3.625 .41 813 4 2- 3 TCHORD 5162 -33 3.625 .38 645 4 3- 4 TCHORD 9162 -33 3.625 .72 624 4 5- 6 BCHORD 5162 -33 3.625 .07 0 2 6- 7 BCHORD 5162 -33 3.625 .36 -822 4 7- 8 BCHORD 5162 -33 3.625 .13 -72 2 1- 8 WEB 5162 -33 3.625 .15 568 4 1- 7 WEB 5162 -33 3.625 .27 -779 4 2- 7 WEB 5162 -33 3.625 .05 266 2 2- 6 WEB 5162 -33 3.625 .07 313 2 3- 6 WEB 5162 -33 3.625 .02 89 2 4- 6 WEB 5162 -33 3.625 .22 -583 4 4- 5 WEB 9162 -33 3.625 .15 598 4 "k SCREWS" Indicates the number of 010 screws at the end of the member. Screw counts indicated at interior points of continuous members shall be neglected. Allowable shear per screw as follows: 22 GA:1661bs; 20 GA:2401bs; 18 OA:2631bs; 16 OA:3701bs; 14 GA: 4671bs; 12 GA:4671bs; 10 GA:4671bs. Maintain screw spacing at 9/16" min. Maintain edge margin at 9/16 "min. 5 -9 -0 2 -10 -6 5 -9 -0 2 -6 -12 3 9 -4 -0 3 -7 -0 8 7 6 0 -0 -0 01-0 01-0 9 -4 -0 Deflection. (loc) 12 TC .72 Vert LL -.02" L/999 6 -7 BC .26 Horz TL .00" 5 TC CONTINUOUSLY SHEATHED BC CONTINUOUSLY SHEATHED Reactions SUMMARY JT TYPE LC BRG WID REACT JT MAX REACT MAX UPLIFT 8 P 1 6.000 513. 8 513. -570. 5 R 1 6.000 513. 5 513. -587. 1 -8 -0 Design Loadings LOAD CASE 1 TOP LL TOP DL BOT LL BOT DL STANDARD LOADING 30.0 15.0 .0 10.0 LOAD CASE 2 TOP LL TOP DL BOP LL HOT DL STANDARD LOADING 30.0 15.0 .0 10.0 SECTION DIR LIVE DEAD DISTRIBUTED LOADS 1- 4 Norm -67.0 .0 5- 8 Vert 5.0 .0 Note:Distributed Loads Replace Standard Loads 4/10/97 9:41am Page 1 of 1 ALL GENERAL NOTES FOUND ON PAGES 1 AND 2 OF THIS DRAWING PACKAGE SHALL BE CONSIDERED AS AN INTEGRAL PART OF THIS COMPONENT DESIGN DOCUMENT NOTE THAT THE PROFESSIONAL ENGINEER'S SEAL INDICATES ONLY THAT THE TRUSS ASSEMBLY SHOWN ON THIS SHEET MEETS THE MINIMUM APPLICABLE DESIGN CRITERIA FOR THE LOADS, LOADING CONDITIONS, TRUSS MEMBER CONFIGURATIONS, AND SPANS LISTED ON THIS SHEET. PravIsor^- 9/' NJ 96 5 Ds__. ¢ 2thl : 5/r .r(3 5 =: 'CODE SZC= =ir I ?AGE LOC1; =QY ® Ctzw fiver -pm r 51141$1 gla.s s moors to 4ave /.hensln retvi�vruC►9 . J ® Proved-e S u 8 ("red s c,f. 6 0/z 413- w14 ere ' r7 Uccle w/ s- 7v, set 5k { 5peec ie �r - - - -- - - - -_ acfonry ,- ,7ez ext Nam - Sxrz Te Col. ao.r Ill 8x1 veld, al cp re) e /- et 54 j l. deor, a-v` G1t -v-v.s ID 17e, cu s e 4 wt +ei Omer- <.14 � - Ili Pi. p Mc 7 -rP eapet-c.1 CSI�t.e H c;4-or' t J • Pelaif a e " ' e d � Rad r - o c5s . -- H are. e et.f-�a -coed t-o g-e ' ` ps " Z cipr G1ipS ? d oes rid /e Reamer- ovE' ref »I divot-3 € L : et' 55 6eti�hc1 ( or-di 4aHee tm•t crawled eprizertor wall's. -5/ 91, q'eer's . b I celuhiri shown between ar new 7 be 2'• x 2 vvt S ire �1 a,�► /5 ettr 'awed I j 4'4 . ee5 ;1r) !n teor Truss Fas c`ca bird Q I � Ha l-A P u,1 reeis 5Glop aL I "as ID i o,raw;ois ;4dcialte chord be Co17l{KuOGIJ/ -CheQ ied - a;krz cellIiy co-14 5 frlc.G/ la-f" evt. 7 Se.c -s • ' I COD= SZC'EC T _ =_ - 9/G ,vim 76 9/ 7.7 _Z : to4,72 4 ? • C—= jaC 1;ta_Y CC z° JR /If 8 rz �,a1i 't-.! .. I (4,441 4tf-o1 >) °. i -4 e Ri i'iop._ /5 jram4'7 Pe Aft/ t 1 ,' 4 5 ,i e/p ro 7;-94i a4)/5 &6'./ 4.1 ©'t; Iie .t /s'. d9fr.e 6L 04/06/98 MON 10:52 FAX 561 338 5391 M Internet mail address: postmaster @buildingcodeonllne.com APR 06 '98 10:57 MONIER LIFETILE PRODUCT CONTROL NOTICE OF ACCEPTANCE Monier Roof Tile 135 N.W. 20 St. Boca Raton, FL 33431 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 96- 0528.06 Renews No.:94- 1221.08 EXPIRES: 01/08/01 4 ► BRADCO FT LAUD 4 001 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: Bermuda Flat Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, The Center for Applied Engineering, Inc. and Professional Service Industries, Inc.. has been recommended for acceptance by the Building Code Compliance Office to be used in Dade County, Florida under the specific conditions set forth on pages 2 -12 and the standard conditions on page 13. This approval shall not be valid after the expiration date stated below. The Building Code Compliance Office reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Building Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The Building Code Compliance Office reserves the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodr(guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Office and approved by the Building Code Committee to be used in Jamie County, Florida under the conditions set forth above. Ca Charles Danger, P. E. Director Building Code Compliance Dept. APPROVED: 01/08/98 1 Metropolitan Dade County Homepage: http ://www.bulldingcodeonllne.com '61 33A 5 '391 PAGF.01 04/06/98 MON 10:52 FAX 561 338 5391 Applicant: Monier Roof Tile Product Control No.: 96-0 5`06 135 NW 20 St. Boos Raton, FL 33431 Approval Date: .Isn u__ a g, 1998 Category: Expiration Date: ate .1(nnuary 8 200] g ry: Prepared Roofing Sub - Category: Tile Type: Mortar Set/Adhesive Set Sub -Type: Concrete System Description Monier Roof Tile is a member of the Redland Group, a world wide producer of primary building products and roof tile. Monier manufacturers concrete roof tile for nail -on, mortar set or adhesive set applications in plants throughout the United States ranging from Washington State to Florida. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates. This Product Control Approval relates to Monier's "Bermuda Flat" tile profile. Refer to appropriate Product Control Approvals for other tile profiles. Monier sells tile systems through local distribution and directly to consurners. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such as underlayment, ventilation systems and flashing systems are also available. These accessories are manufactured for all profiles and form a part of this Product Control Approval: Monier's "Bermuda Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, mortar or adhesive set tile applications. The minimum roof slope for Monier's "Bermuda Flat" mortar or adhesive set tiles shall be 2 ":12 ". See the "Profile Dralving" section in this approval for the "Bermuda Flat" profile drawing. The Monier "Bermuda F'at ".tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 3 of this approval. MONIER LIFETILE PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Contact: Reese H. Moody Technical Service Accessories Manager 135 N.W. 20 St. Boca Raton, FL 33431 (407)338 -8200 Page 2 of 13 444 BRADCO FT LAUD R1002 Product Control No.: 96- 0528,06 Frank Zuloaga Roofing Product Control Examiner .tiVo 1u.JJ IAA Jill JJO JJ1 MUN1ER LIFETILE Product Control No.: 96 0`06 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Test Product Dimensions Specifications Dcscri tion Bermuda Flat Flat I = 15" PA 112 Flat, interlocking, extruded Tile w = 10 3 /8" concrete roof tile equipped with 1 thick two nails holes. For mortar set or adhesive set applications. Trim Pieces I= varies PA 112 Accessory trim, concrete roof w = varies pieces for use at hips, rakes, ridges varying and valley terminations. thickness Manufactured for each tile profile. APR 06 '98 10:58 Page 3 of 13 414 BRADCO FT LAUD 1J003 Frank Zuloaga Roofing Product Control Examiner 561 338 5391 PA(;F . G17 U4/06/06 MuN 10:53 FAX 581 338 5391 MONIER LIFETILE #30 Felt Product #43 Coated Base Sheet Mineral Surface Cap Sheet Rainproof II Ice and Water Shield APR 06 '98 10:58 Product Control No.: 96-0528.06 TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A Lenzingtex -ZB 140 59" x 164' roll Underlayment 22Ibs /roll 30 "x75'roll 36 "x75'roll or 60 "x75'roll 36" x 75' roll Test �ecifications Product Description ASTM D 226 Saturated organic type 11 felt to be used as a nailed anchor sheet. ASTM D 2626 Saturated and coated organic base sheet for single or double ply underlayment. ASTM D 249 Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. PA 104 Single ply, nail -on underlayment. PA 104 Page 4 of 13 Single ply, nail -on underlayment with 2" self - adhering top edge. PA 103 Self- adhering underlayment for use as a top ply in a two ply underlayment system with approved #30 or #43 as the base layer. �A1 77A S7g1 444 BRADCO FT LAUD Z004 Manufacturer generic generic generic Lenzing Performance, Inc. PCA #94- 0527.05 Protect -O- Wrap, Inc. PCA #94- 0714.01 W.R. Grace Co. PCA #92-1116.0I Frank Zuloagn Roofing Product Control Examiner nr)nr n, 04/08/98 MON 10:54 FAX 581 338 5391 Product Mopping Asphalt Flashing Cement Asphalt Primer Roofing Nails Tin Caps Tile Nails Dimensions N/A N/A N/A min. 12 ga. with 3 /8" head min. 32 ga. min. 1 /8" o.d. max. 2" o.d. min. 8d x 2%" or min. 10dx3" MONIER LIFETILE Tcs t Specifications ASTM D 3 12 type III or IV ASTM D 4586 ASTM D 41 PA 114 Appendix E PA 114 Appendix E PA 114 Appendix E Page 5 of 13 Cut back, asphalt based, asbestos free, fi ber reinforced, trowel grade cement for repair and flashing applications. Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, electro or mechanically gals. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use ' in underlayment attachment Corrosion resistant:, screw or smooth shank nails for additional tile attachment at eave tile courscs. 444 BRADCO FT LAUD Product Control No.: 96- 0528.06 Product Description Manufacturer Asphalt for bonding generic a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. generic generic generic generic generic Frank Zuloaga Roofing Product Control Examiner II 0 0 5 04/06/98 MON 10:54 FAX 561 338 5391 MONIER LIFETILE Roof Tile Mortar ( "TileTiteT"' ") Roof Tile Mortar ( "Quikrete® Roof Tile Mortar #1140") Roof Tile Mortar ( "BONSAL® Roof Tile Mortar Mix ") Roof Tile Adhesive (Polypro® Al-I160) Valley Flashing Drip Edge Product Dimensions N/A N/A N/A N/A min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange Test Specifications PA 123 PA 123 PA 123 PA 110 Product Description Prepared mortar mix designed for mortar set roof tale applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof ti le applications. Adhesive designed for use in roof tile applications. ASTM A 525 Galvanized steel valley flashing PA Ill Page 6 of 13 Product Control No.: 96- 0528.06 Galvanized steel drip edge 444 BRADCO FT LAUD l? 008 Manufacturer Bermuda Roof Company, Inc. PCA #94- 0614.01 Quikrete Construction Products PCA #94- 0808.01 W.R. Bonsai Co. PCA #94- 0628.03 Polyfoam Products, Inc. PCA# 94- 0401.01 generic generic Frank Zuloaga Roofing Product Control Examiner 04/u6/98 MON 10:54 FAX 561 338 5391 MONIER LIFETILE APR 06 '98 10:59 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Enigneering, Inc. Redland Technologies Professional Service Industries, Inc. TEST REPORTS Test Identifier 94 -084 94 -060A P0631 -01 224 -47099 Page 7 of 13 Test Nn me/Repo rt Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Wind Tunnel Testing PA 108 (Mortar Set) Physical Properties PA 112 , r, 7'7n c 944 BRADCO FT LAUD 1 007 Product Control No.: 96- 0528.06 Date May 1994 March, 1994 July 1994 Sept, 1994 Frank Zuloaga Roofing Pro&ct Control Examiner .�.. .Av. a , J.JJ IAA JUl JJO JJ01 Roofing Tile: Comments: APR 06 '98 11:00 MUt 1EH L1FET1LE SYSTEMS Deck Type: Wood, Non - insulated Deck Description: New construction 19 /32" or greater plywood or wood plank. 444 BRADCO FT LAUD 1 008 Product Control No.: 96- 0528.06 SYSTEM D: Mortar or Adhesive Set Application Slope Range: 2 " :12" to 7 ":12" Note: System D is only acceptable in this slope range. Underlayment: Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation #6. Install tile in compliance with PA 120 using one of the approved mortars or .adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 3, attached. 1. For re -roof applications, 15 /32" plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 /8" which is mechanically attached to the deck with not less than one roofing nail every 1 ft2. For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. Page 8 of 13 Frank Zuloagn Roofing Product Control Examiner 561 33A 57391 PAGF.AA 04/06/98 MON 10:55 FAX 561 338 5391 MONIER LIFETILE SYSTEM LIMITATIONS 444 BRADCO FT LAUD fZo09 Product Control No.: 96- 0528.06 1. The standard minimum roof pitch for Monier "Bermuda Flat" mortar set or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar set or adhesive set tile applications is 7" rise in 12" run (7 ":12 "). 2. Monier's "Bermuda Flat" tile profile has not been tested for nail -on applications, therefore, System A (Counter -Batten Nail -On Application), System B (Direct Deck Nail -On Application) and System C (Horizontal Batten Nail -On Application) do not form part of this approval. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Mortar set or adhesive set tile shall be attached using an approved mortar or tile adhesive noted in this approval, the data of which is noted in Table 3 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. 4. For mortatset applications, the first three courses of tile shall be nailed with not les s than one nail per tile. As an alternate, the first three courses of tile shall be applied in mortar or adhesive over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3 /8 which is mechanically attached to the deck with not Tess than one roofing nail every 1 ft For roof pitches from 6 ":12" to 7 ":12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not Tess than one nail per tile. 5. For mortar set or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not Tess than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was failed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with approved tile adhesive. The installer shall place an i dentifiable marking on each repaired tile for future reference. Any PA 106 re -test shall not include any marked tile. 6. For mortar or adhesive set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. 7. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field, 8. The Monier "Bermuda Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment Based System' Page 9 of 13 uloaga —�– Roofing Product Control Examiner 04/08/98 MON 10:58 FAX 581 338 5391 MONIER LIFETILE SYSTEM LIMITATIONS (CONTINUED) 9. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Monier Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 10. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be, in compliance with Dade County Protocol PA 112, Appendix 'A'. 11. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. App n; 'qA 1i7n1 Page 10 of I3 + ►� BRADCO FT LAUD el 010 Product Control No.: 96- 0528.06 Frank Zuloaga Roofing Product Control Examiner 04/06/98 MON 10:56 FAX 561 338 5391 MONIER LIFETILE Tile Profile Monier Bermuda Flat Tile Table 2: Restoring Moments due to Gray from PA 101 Testing 4 ":12" 3 ":12" or Tess 5.20 5.12 5 ":12" 5.01 DATA FOR ATTACHMENT CALCULATIONS Table 4: Attachment Resistance Expressed as a from PA 101 Testing Tile Profile Monier Bermuda Flat Flat Tile Tile Application Mortar Set Adhesive Set Page 11 of 13 414 BRADCO FT LAUD Li 011 Product Control No.: 96- 0528.06 Table 1: Aerodynamic Multipliers - X (ft') from PA 108 Testing I Tile ( ) X ( ) Profile Batten Application Direct Deck Application Bermuda Flat Flat Tile N/A 0.24 ity - M (ft -lbf) 6 ":12" 4.89 7":12" or greater N/A Momeht - M (ft -lbf) Attachment Resistance 39.00 118.90 Frank Zuloaga Roofing Product Control Examiner 04/06/98 MON 10:57 FAX 561 338 5391 MONIER LIFETILE PROFILE DRAWING f9 . !6" BERMUDA FLAT FLAT TILE Page l2 of l3 444 BRADCO FT LAUD IJ012 Product Control No.: .96-0528.06 Frank Zuloaga Roofing Product Control Examiner 04/06/98 MON 10:57 FAX 561 338 5391 MONIER LIFETILE 444 BRADCO FT LAUD Z013 Product Control No.: 96- 0528.06 Monier Roof Tile St, ACCEPTANCE NO.: 135 N.W. 20th St. APPROVED : January S. 1995 Boca Raton, FL. 33131 EXPIRES : January $ 2001 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2 Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Metro -Dade County Product Control Approved ", 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 Building Code affecting the evaluation of this product and the is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 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. 5 Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for safes, advertising or any other purposes. 6 The Notice of Acceptance number preceded by the words Metro -Dade County, Florida, and follgwed by the expiration date may be displayed in advertising literature. If ELny 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 documents, 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 times. The copies need not be resealed by the engineer: 8 Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9 This Acceptance contains pages 1 through 13. END OF THIS ACCEPTANCE APR 05 '98 11 :02 Page 13of13 uloaga Roofing Product Control Examiner 0 . ,AETR...... METROPOLITAN DADE COUNTY, FLORIDA METRO -OADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET PRODUCT CONTROL NOTICE OF ACCEPTANCE MIAMI. FLORIDA 331 30 -1 563 (305) 375-2901 Pittsburgh Corning Corporation FAX (305) 375 -2908 800 Presque Isle Drive INTERNET: mdcc010shadow.net Pittsburgh PA 15239 PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of: Small Impact P.C. Glass Blocks under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted b+: applicant. For listing see section 6 of this Notice of Acceptance. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.:96- 0502.05 (Revises No.: 95- 0421.03) Expires:08 /04/98 4 .au od guez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 09/13/96 -1- D irector Building Code Compliance Dept. Metropolitan Dade County Series Pattern Nominal Dimensions Face Thickness Regular Argus 6" x 6" x 4" 8 "x8 "x4" 12" " .137" .187" Regular Decora 6" x 6" x 4" 8 "x8 "x4" 12 " x 12" ` 4" .187" .187" .375" 4" x 8" x 4" .187" 6 "x8 "x4" .187' Regular Essex 8" x 8" x 4" .187" Regular VUE 6" x 6" x 4" .187" 8" x 8" x 4" .187" 12 " x 12" x 4" .373" 4 "x8 "x4" .187" 6 "x8 "x4" .i8i" Thickset VUE 8" x 8" x 4" .75" 6 "x6 "x4" .75" Thickset Endura 8" x 8" x 4" .75" Thickset Decora 8" x 8" x 4' .75" 6 "x6 "x4" .75" Pittsburgh Corning Corporation ACCEPTANCE No.: 96-0502.05 1.0 DESCRIPTION: APPROVED NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves Pittsburgh Corning Glass Blocks models listed below se1 31996 EXPIRES : Aug. 04. 1993 Candido Font, P.E., Plans Examiner Product Control Division Type Pressure Max Width Max Height Reinforcement Anchor. Fasteners Screws I 60 psf 8 Ft. 8 Ft. Every Horizontal Joint 3 sides left Right & Head (2) # 10 x 11/4 & 1410 washer II 75 psf 6 Ft. 20 Ft. Every Horizontal Joint 2 sides Left & Right (2) #10 x 1' /. & #10 Washer Pittsburgh Corning Corporation ACCEPTANCE No.: 96- 0502.05 2.0 USE: 3.0 INSTALLATION; - 2a- APPROVED SB' 13 1996 EXPIRES : Aug. 04, 1993 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Pittsburgh Corning Glass Blocks are for use as non load bearing walls according to Section 2704.2 (1) of the South Florida Building Code. Pittsburgh Corning Glass Blocks are limited to the following pressure and conditions. Pittsburgh Corning Glass Blocks are not approved for impact resistance under 30' in height, (elevation) therefore they shall be covered with approved hurricane protection devices. Pittsburgh Corning Glass Blocks shall be laid on Type S mortar joint; per ASTM C -270. Both vertical and horizontal joints shall be 1/4" minimum to 3/8" maximum completely filed. Every horizontal joint shall be continuously reinforced with two (2) parallel longitudinal galvanized steel wire #9 gage or larger 2" apart and having welded #9 gage wire in a cross (16" c /c) pattern. A polyethylene plastic expansion strip 3/8" thick x 3 '/" wide sealed with silicone shall be installed between the glass block and the structure on both sides and at the top of all glass block walls. Type I Anchorage shall be provided on every horizontal joint and vertical (head only) joint with perforated galvanized steel wall ties I-% wide x 24" x 20 gauge; ten inches (10 ") of the tie shall be anchored to the jamb with two (2) 1410 x l' /." long pan-head screws and and 410 washers. Type II The same system of anchorage shall be provided as described above but on both sides of every horizontal joint only. Candido Font, P.E., Plans Examiner Product Control Division Pittsburgh Corning Corporation ACCEPTANCE No.: 96- 0502.05 4.0 CONDITIONS OF USE: Each application for glass block permit shall be submitted with duplicate prints of the following: a) Copy of this Notice of Acceptance. b) Site drawing indicating field conditions with dimensions complying with zoning regulations and chapter 27 of the S.F.B.C. The building official shall ensure the adequacy of the glass blocks to meet the pressure requirements of the location in which they are to be installed. 5.0 IDENTIFICATION; All approved products shall be permanently labeled with the manufacturer's logo and the Dade County Logo. 6.0 EVIDENCE SUBMITTED: Test Report ATI -1 5334 ATI - 17180 -2 ATI - 17180 -1 Drawing PCCA &B PCC A1-2 & B1 -2 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Test PA 201, 202 & 203 PA 202 PA 202 Date 03/03/95 03/15/96 -2b- APPROVED : SEp 1 3 1996 EXPIRES : Aug. 04.1998 Date 03/16/95 03/29/96 03/29/96 Signature R. Zolfo, P.E. Signature A.N. Reeves, P.E. A.N. Reeves, P.E. A.N. Reeves, P.E. Candido Font, P.E., Plans Examiner Product Control Division pittsbutgh Cornimir Corporation ACCEPTANCE NO.: 96- 0502.05 NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city. state, and the following statement: "Dade County Product Control Approved ", 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 Building Code affecting 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 one originally approved: c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted . is no longer practicing the engineering profession. 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. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales. advertising or any other purposes. 5. The Notice of Acceptance number preceded by the words Dade County. Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. A copy of this Acceptance as well as approved drawings and other documents, 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 times. The copies need not be resealed by the engineer. 7. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 8. This Acceptance contains pages 1, 2, 2(a) through 2(b) and this last page 3. Items 10.11 & 12 listed below only a .pply to glazed products 9. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 10. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame. shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck. which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 11. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Cater 36 of the South Florida Building Code. END OF THIS ACCEPTANCE -3- APPROVED 1.1996 EXPIRES : 04. 1998 Candido Font. P.E.• Plans Examiner Product Control Division M r 0 V M N T 9 K T C M SKET(3FifAfIE l ;TABLE) ADPSPIDUM! rv, me 307011 U MAIMON, SHALOM • Prep4en Adam= 916 NE 96 STRE ! Coy MIAMI SHORES T 1■mv CAN SAV N S OF FLOP DA F.S DADE FLORIDA 103 32 172 1 e 7• 13 SCALE t AO • 1 S h/n AREA CALCULATIONS SUMMARY 2061 1021 l2a Area Name of An. cut 11..1 rtoar :000.55 torch 61>.41 PATIO 411.10 W Gran 350.71 70TAL LIVABLE (rounded) Sire TOW ' o cart Z0'd Z£Zb6SL S0£ 13 13 242 LIVING AREA CALCULATIONS er9vlhda4m Subtotal. 4.00 !t 41.90 167.00 1.00 1 70.60 10.10 21.00 1 37.60 713.60 11.0o 1t 19.70 lot 60 7.50 X 2s.110 Titi.ri 10.50 1 46.00 463.60 0.50 ■ 11.10 '..65 6.So A 21.10 151.43 0.10 = 46.00 1.60 dO-WS 2091 Wd S 1 : 1 0 86 01 ?IdU Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 9/ /1/ E stn. a t. Tax Folio 1 d - - 2. t 6 — 3 G 2 Q V Legal Description Leaf /0 Qnd we St lZ of Let 7 1314 76Historically Designated: Yes No Owner/Lessee / Tenant 0 0 e fy Pf2 o v i Master Permit #` � 2 9 c y Owner's Address /� 6 4/ E i C St in yn r' 5 /!ro it e J Phone .3O 5 ? 5 7•- CS CC Contracting Co. De CO e n 'Ronnie n E ng .. i n c. Qualifier UP 7 D, State # Municipal # Competency # Ins. Co. /7 i 'IV C iapi Architect/Engineer v e rLe - 1 > U , l e n 4 i4 14 Address 2 6 ' 7 N N/ 3r t5 v e ,a /2 4 - /o n 04g- Bonding Company Address Mortgagor Address Permit Type (circle one4UILDING) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 4/e w /COO in 1911 fid-;? Ci kid / l'efe-3.1 17x0.1 s aquare Ft. X _?/7 and/or Condo President Signature Notary as to Owner and/ My Commission Expires: Condo President APPROVED: Building 1 ai Date 1 4 - 13 - ?g Date Z . FEES: PE T SW RADON / 5 r )7 C.C.F. otY Address 2, 6 5 ,v " / 1¢ 'e Ir G ,4ad{ =d.,k Phone / 59 IVY- 8800 Estimated Cost (value) o 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 AFF AVIT: I c that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating r structi • and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 1 1; ture of Contractor or Owner- Builder Notary as to Contra or or Owner- Builder My Commission Expires: NOTARY o c- � °rif STACEY ORUK u∎ 1 ,4 MY COMMISSION # CC 569208 3 1. fr DOMRES: December 28,1998 «nq ` Bolded lieu Notify Public Undermlbre Plumbing 7APPR o o f> cf Engineering �X 5 / 1 0a S ee s i✓�� zr, ✓ IeihS s Date Date BOND TOTAL DUE :;/D') / Electrical / V / //play 9 Cl4i LCl% 1 _+7ci 1 .FORM 6OC -97 Small Additions,. R novations: to Compliance with Method C of Chapte of manufactured homes � indronoveli PROJEQT NAp.1E: AND ADDR'ES §: • OWNER. SMALL ADDITIONS tO EXISTIN Components of the t0 ePecificaly to serve Na addition or meet the prescribed rninintum Insu Prescriptive requtrenient8 In Tables Installed compone its andfeatures are 1. R Additi: 2. Single family detac 3.: if Multlfaritily =No. t tiliits covered by this submission 4. Condltio ie !' floor a ca; sq. ft.) 5 . Predominant save Tie . ang (ft.) 6. Glass'area and typ • a. Clear: suss • b. Tint, filrri.:or solar,'. creep • 7. Percentage 'of glass to lbor area 8, Floor type a'nd insult titdn: a. Slab -on -trade (R vaiiie) b. Wood;• raised (R -, allia) c. Wood; common = Jue) d. Conct'ete;:raised v8fue) e. Concrete,;'comm: (1 value) 1 type;anci insula ior>i: Exterior: ;.: . 1. Masonry ;(Insulati ±n Rlvalue) 2. Wood lfrerne. (lnsu - tl66.R- value) b. Adjacent: . Masorlry (lrisulatio 2. Wood trade (Insul - R- value) • G. Marriage Walis of.', uI ple Units' (Yes/No) 10. ,ceiling type arid' insu at' a. Under attic: (Insula' on I - value) b. Single assembly (P su(tion R- value) 11. (Types: central, ,roe 12. Heating system": (Typ. gas h.p.. roomier PTAC, ex 1:3: Air Distributlgn Syste • • a Backflow:danriper o b.? Ducts dn'ritarriage 14.. Hot water system: •: • (Types: elec., nattire, gas, o ? Pertains to manuta'ctufee.homes I hereby certify that thyi plans and . pe compliance with the Fforga Energy s •XI PREPARED BY: I hereby Certify tha • OWNER AGENT: Obi bbb.31 Lb td_ RIDA:ENERGY EFFICIENCY CODE FOR BUILDING CONS'T Residential :Limited Applications Prescriptive Method soddi Systems Department of Community Affairs i I 1. 5 of Ilia Florida Energy Efficiency Code maybe demonstrated by the use of Form 600C-97 for additions 0 rls'o single and multifamily residences. Allnniolive methods are provided for additions by use of poim ®d 110111k ,MaiaMIMIMEN 14: 47 1 PERMIT NO. +r dTI • N SOUTH 7 8 : 9 MOM Q n ' Home e or Multifamily attached 56168.-.1 8 . IR1value) une, package terminal A.C., gas, existing, none) Nat pump, elec. strip, natural gas, LP. gas. 9. ?one) • single package systems' (Yes /No) ail$.adequately sealed* (Yes/No) er,•p.usting, none) Itti site Installed components, red by the calculation 'ere in . • DA7L"O M orida Bnergy Code. . DATE: .N i< Y MANAl.atMtN I BUILDER : ' Ufl' PERMITTING OFFICE: A J E oV lSO� RE DENCES (600 Square 'feet or tees of conditioned area). Prescriptive requirements In he sting butfding. Specs heating, cooling, and water heating equipment etfieten I4vels rp st le abet Installed to ConluncttOn with the addition Construction. Components separating encoii it ea e tlon levels. RENOVATIONS (Residential buildings undergoing renovations costing;mclre thalt��pppppp ° A of C -t and 6C -2 apply only to the components and equipment being renovated or reptaded MANt d verb by this tone. BUILDING SYSTEMS Ccmpiy when compfete.new system is installed, , I P ifaa P !fl System or Manufactured MATE NE: : 7 I tt ISOI 0.: ?`aJ51e eC 1 1, 8C -2:end 6C-3 epp y:only t� the r 0 aqua = feet or lass, site - Insleled components • B-9T or 000A.E7.' C ONN fli P-Atat bl t only when equipment is:Instalied ces from condhioned spaces must fie assedsed value of the building). HOMES AND BUILDINGS. Orry:Site• .0 IC !J 1. 3. 4. 5. 8a. 8b. 8c. 8d. 8e. 9a -1 . R- 9a -2 R= 9b -1‘ 9b -2 9c 10a. R= 10b. R= 13a. 13b. I • 4 1-- 1,, Single Pane i iDciuble Pane t 6a. qr sq. ft. 6b. sqr ft. I sq. ft. 7. R= R= : I R= i R= I: i• ilin. ft. !sq. ft. sq. ft. ft. :Sq. ft. sq. ft. I., R= • ' sq. ft. • • i ce;• .� sq. 11. t • : • 1(A-.� ER: 10 12. • ype: - � -i p HSP $AFU15: 1,0 14. • Type: • I N EF: • Revises of pleris and spedficatlon cover p• by this c I cutalion indicates ecmpiienCe inspected the Ronda EnergyCod - re con aluction tslcomplete this buulfing will be for compItan •: , I . to a y Ith Sect 553.903,i F.S. • BUILDING OFFIC AL DATE: / I I ��es I '04/ 20/1 trdti i4:4 : TABLE 6C-1: PRES,CRIP. REOUIR ccia.+0NENT cc 0 Concrete Framei 2' . X•4' Frarnei Common, Fi Comm'pn, Masonry Under 'Attie : Single ASsernbly; EnCOsed Frame • Metal Pant • ' Single Assernbly; Opdn • Gammon, Frame • : Slab-on-grade Flaised1WOod RaisediConcrete CommOn, Frame In unconditioned spec In condltione•d Space: R- 5 R-11 R-19 R-11 A-3 R-30 R-19 19-13 R-10 A-11 No Minimum R-19 R-7 R-11 R-8 No MInfmtim INSULATION INSTALLED Sr) Single OH - SC• ; SHGC or SC. rnaY be ob • 1 ... TABLE 6c-3 kItNMUM RED • COMPONENT ! • • Exterior Joints & Cracks' Exterior WindPWie & Doors Shower Heads HVAC Disci , . • Construction, • Insulation & Inataliation HVAC Controlgs : • Dou • OH - C _ . GENERAL DIRECTIONS: t, On fableaC-tir*ate kvaitre of die in fisted. Components end aguiprniset neitner be i. AMMONS ONLY. Detertaffielhe percent, verticatroof glass and add it to tile:previous rota Divide ex adtustad glass aina total by the condi are given by the type of glelsiiStrtla or Double , wwwows vi0 doors posvlably ,0 extorter *ea mtjc meat th0 rdqdrellent kr 00 ' Or the COO " of the cwernang. RENOVATIONS OM-Y; Reiiicoment glass edge does not ;mere heeler than 8 feel from M 4. 8UlLOING SYS/VAS, CoMpiy wnen new 5. Compete the infomtenon reqUested on the 0 Read laklirtlum Requirerrienis for Smart orn 7. Read, sign and cite the • i VENT'S FOR SMALL ADDITIONS (600Sq. FL and Les), RENOVATIONS TO EXISTING BUILDINGS AND 4fTE-INSt . MINIMUM • INSULATION 0 le • 0 r'ieed bbibldb:31 2b ECTION Single OH. SC 2'- 1.0 1'-.86 0% .65 UP TO 30% 'Eyrs FOR ALL PACKAGES Double -2- ENERGYNIANAGEMENT EQUIPMENT 8 Lu • 0 •;:C Central NC - Split Sng Pk6. Room unit or PTAC • Electric Resistance Heat pump - SPIlf Single Room unit or PTHP • Gas. natural :or propaYte Fuel Oil Electrib Resistance Gas; Natural or L.P. Fuel oil : womoomr . 1: • • ..• • : • TABLE 6C PRESCRIPTIVE REIQUIREflaEnITS FOR GLASS AREAS IN ADDITiONSCNLY Maximum percentage glass to ilcipr erne allowed is selected by type. overhang length, and shading coefficient.' Maximtim% -4 • . pLAss Ty V AND SHADING COEFFICIENT:REQUIRED FOR GLASS PERCE,n pplro2o%. Single REQUIREMENTS UP TO 40% ' OH.- SC . • OH-SC QNS 1'. .90 3 1.0 0% .70 2'- .86 • 1.65 0'- .45 • Recessed •Lightin • Multi-story. HoLaeS: • 'Exhaust Fans :• Combustion Heatin : " Water Heaters :• •.SwirrunIng' ' . Pools & Spas ROt.Water Pi s; .:60 Sole. I t 1 s through p pia es of t I 6 • .1 t b Sole :& Top Plattesql: 10 from the manufacturer. Single clear SC r. 1.0. double clear SC = .90, an ■••■=1■IMION' To be caulked, gasketed, weather-stripped or otherwise. sealed. 606.1 Max. 0.3 dm/sq.ft. window area; .5 cfm/sq.ft. door area Double . 2- 1% .701 :50l sing' I I ' Type IC rated with no penetrations (two alternatives allowed). Air barrier on perimeter of floor cavity between floors. .641: Exhaust fans vented to uncondltiOned Space shall Awe dampers, eitcept devices with integral exhaust ductwork. • i I 1 ! . .. . . . . 60, :1 Combustion space and water.heating systems must be provided With out..ii. cOm Ustion1a1r. . . except.for direct vent ap.liances • • ' 1 1: • i 61,1 • Comply.with efficiency requirements in Table 6-12. Swach �r cieadi marlad kbreakilr (lectri): or cutoff (gas) must be provided. 'External or built-In heat trap reciulred. , . --i- ..i . ' 611 Spas di, heated pools must haVe covers (except solar heated). Non-com ceWmus! have a • Pomp stirner. Gas spa & pool heaters must have minimum therrnat, e got mr.l.' , - - , 6141 tnsulation is required for hot water circulating systems (including beat re c aryl 61 . 1 Water flow must te restricted to no more than 2.5 gallons per miriut ' at 8 614 All ducts. fittings; mechanical equipment and plenum chambers shall be cc/Wally attached. Sealed, insulated and installed In accordance with the criteria of Section 6 9.1.! Ducts in attics must be insulated to a minimum of R-6•. Air handler:1 shalt not be installed:in ladles j ekileSairl rhechithical closets. ... _ _. DOI.:1 SeParateTeaTilly accessible manual or automatic theirnostal tor ea t ch systli.T71 . ! i i fur niY. end the overhang ION) panel Yam a snaciingcoefficientiS4 For a TIMM glas type and rwerhano.:dia rem t114 house ems nans1040 in the aecellart CIO 00110100 10 COM* WM 100 ovetTIVKI and Shading ce thiOas percentage categotyymi indicated Ine overhang (OH) distance LS measured perpandiduody from . . otedsp• meet the roo7ningreouirements. Any glass type endsharEng coefficient may be used for glue areas overhang. Glass areas being renovated that do not meet this csiteria must be over singio-dalla anted. doj tem id installed for system installed. bf snot. . • lofts and Renovations', Tattle 6C-3. and check 55 erpricatto items. .800f on pficte 1. PAGE 02 I . ; , 1 ... , • Climate Zones '! MlidiEhjTS OF MANi1FACTUREO HOES, see .6-3,!eli: t TAGE IALLOWgD I • i. UP T 50% Single CFI- SC :! . • 4 t 1,0' 61.sei • 2• 1 1 . I • : • 'tint • : . t . i • r c0m4Stien : I ; • ;1 Double • OR . . 3"- .90 2'-.70 . .86. ;SHGC +..87RSC s). CH Ec*' • ; • • 11 •i ' • i . tanoniOeing added to each component and the efficiency levels of the ecosmeni being installed. AN R 4s inicaliell nusimeel of exceed list rainilnier valves ;dad nor renovatodniay•be left biaNi. . • . a 01. glass to consume nom area In the Makin is Idiom. Total me areas of all glass wintiows, sitelng glas- ; ant) do:1041s. maw die area of all n'ars Witt tglass In existing exterior +vats is being removed or anc)osed by tno alcalson. an am I to did total area o a be subtitled fess the totatglais ill. • e percenaage under NreCrt yeti, cal Patella:lent $w,d is .*creed. Ado 'glass lent imams On Tide 6C- art row lad in the adetecio Ian tgl la gpsis to a Pohl 4cey tinder the outermost edge • t ; ich at a xi ' er tettst a No Idol overhaneand whose loviest .? . ne ' r or doude-pane amid. • .. : • I 1 0 1 0 1 0 04/20/1998 14:49 5616863126 Computersz-cl`Energy Management 1 * *1 ************** * * * * * * * * * * * * * ** * *** ** * * **44 * * ** * <I ACCA MANUAL "J" COOLING AND HEATING IOAb I >: * * * *********** * * * * * * * *. * * * * * * * * * * * * * * * **1 * ** *i* * ** *fit C E.M. 4C1.JOG RD. N. W P43., FL .33413 Date of Inquiry: * AIR ONDITIONING * =Tots Sensible Gain wRati. g !Multiplier -Tata: Sensible Load for Sizing -Late tLoad -Teta Cooling Equip. Sizing Load *: EATING * J ' Y ' MCA2 Engineering Software - Prog 5M *** DADE CO_, FL Job Number EJ -ODED --rota , Sensible • Heating Load ENERGYMANAGEM Telephone: . 11-5 6 1. - 66 -516 Contact: THOMAS AtiBOTT Computer Calculated Cooling/Heating for RbVISOR LOacs' Date job Calculated : Apr 20, 1998 :1,4,040 BTUH 11J00 12i , d 40 0TUH . . ' :31,488 BTUH ' .5 2 a BTUH is 4403163 HTUH } i 1-14 ei 04J 10/ 14:4'd 561686312b Computerized Energy Management .fob No. C.E.M. « LOAD DETAILS » EJ ©DED 401 JOG RD. BROiyISOR • DADi; do!, FL :Rust: date Apr. 20, .1998 W.P.B:., FL 3413 Cooling Load Load Detail Glass 1638 Doors 486 Walls 4356 : Roof 2012 Floor ' 0 : Infil /Ventil 1254 People /Appli 1200 Duct Gains 1095 Tot. Sensible 12040 x Rating Mult 12040 Tot. Latent 3488 . Tot. Clg. Load 15528 Air @ 341 CFM /T 342 Heating Load Load Detail Glass 2035 Doors 612 Walls 2256 Roof 1259 Floor 2977 Infil /Ventil 3919 Duct Losses 1306 Tot. Sensible 14363 ' Htg Air (CFM) 261 ENERGYMANAGEMENT PAGE 04 • 4 9/6' MIAMI SHORES VILLAGE BUILDING AND ZONING DEPART`ENT 10050 N. E. 2nd AVENUE Ph. (305) 795 -2204 FAX: (305) 756 -8972 BUILDING PERMIT /CONTRACTORS REGISTRATION CHECKLIST Copy of STATE OF FLORIDA CERTIFICATION (DPER) or STATE REGISTRATION AND DADE COUNTY COMPETENCY LICENSE. Copy of current OCCUPATIONAL LICENSE from county or municipality where business is located. Certificate of Insurance for LIABILITY (addressed to Miami Shores Village) Certificate of Insurance for WORKER'S COMP (addressed to Miami ShoresVillage) or if exempt. State of Florida LES Form BCM -204, Construction Industzy Notice of Election to be Exempt. PLEASE SUBMIT EVERYTHING CHECKED OFF Permit Application (signed by person performing the work, licensed contractor and the property owner, both signatures notarized). Two sets of plans /drawings signed and sealed by registered architect or engineer. Occupancies by Group Classification must: be on plans and permit application. All plans must include folio number and property address Amended plans, in addition to the above, must also include the permit number. Structural Calculations signed and sewed by architect or engineer when applicable. Current survey of the property. Certificate of Elevation signed and sealed by Surveyor. Substantial Improvements Checklist (contractor or owner). Two sets of energy calculations. Two sets of signed & sealed Truss Plans (Engineer). DADE County or State of Florida Products Approvals for roof materials, sheds, windows, exterior /garage doors, aluminum carport :s, screen enclosures, shutters awnings, skylig t4,..Erench doors and etc. Approvals from HRS, DADE County Impact Fee Section, Fire Department & Health Department (when applicsb1N) . o e R M 1 . - -f Warranty Deed or Other Proof of Ownership if necessary. Structural Review fee Flood Elevation PERMIT NO. TAX FOLIO NO. II -3206- o /y 30 0 2 ° STATE OF FLORIDA: COUNTY OF DADE: '9882 :18343 1998 MAY 08 11:31 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. t 1. Legal description of property and street address: 9/6 4, 9 6 '� • ' h» /Nigh - ha [J Lof /o Clhr/ *he west % of [Of 7 Block 76 o f 'hviNmi Jho, i.r 1 S e ttf/an +h cq, Pimt Book /0 1°19Sn 3 7 2. Description of improvement: /1/P_ iv / I4d0 L ; 3. Owner(s) name and address: O) 7) P,�D l/1�� /�L t 7 -e 164/ 0 4/ 0 116,(1 - 9 6 Si no-p4; 3 313 ,' Interest in property: Q ul vcA( Name and address of fee simple titleholder: _P/ /LS % (f/v /0 2651 .1/14 3/ toe. Ft L P9udrie c/,r /e. F/ if. 33,3 1l 27o8 4. Contractor's name and address: D e cog, Er t', Rom rn en fee/ e - E n5 _ t h 26 S /L"v 3/ 1.9 ke Ft L, nal. , .64t1 F /.'. 333 //- 27'0 ' 5. Surety:(Payment bond required oy owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: A/ A/ = TT t3tj L. P:1 FI'�/F. /34 Er- Al v X/. H i -iy 7. Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this N - tice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified Signatur Print Owners Na Sworn to and sub gibed before me this a) day of r Notary Public nr' ^t Nctarv'S a -(ter t� My Commission Expires: te_CeAnrPX260 • NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION d ■ STACEY ORLIK MY COMMISSION 0 CC 599209— MIRMS: Owenby 26. 19011 Bonded llou Notify P *t Mambos dws Prepared by: P9P6✓45 e'. Address: a. 65 ti &. 3/ 14 I' f / Huc%•ze/rt /e p/ 3331/ - 708 LOri' :A COULYV o: I�i • I r . " � •� V' r t`_ PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date * *3/ Job Address gC : 4'i 96 Tax Folio 11 -3 2 Gi -_ - 30,2 6 Legal Description 1 10 .- t' • l . c. L3 /k 7 ( Historically Designated: Yes No r �p Owner ssee / Tenant 0 Dc / �t 1„,/, I Oil_ Master Permit # 4 /29 6 L Owner's Address W C i1✓ E 9'6 may'- Phone Contracting Co. s r pp . il 1r t r- E /15. ;pc. Address 6 5 , 4 G.." 3 / 1 G F Q u a l i fi e r H A_ SS# h o n e ?5 - S ev 0CA State #(,(5 Co / c Municipal # Architect/En E i/40,2 jc t•9 o Gd Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION lee LL f la 4 4% > ,' 719 C , c f C /G J CI a' 17)1 -Y4 Gov r 3v / iL (Iqdd/?Lfc/;f J 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 OF 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 work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are re uired for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S laws regula Signa g ID T: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable truction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. and/or Condo President Date Notary as to Owner and/or Condo President My Commission Expires: FEES: PERMIT d RADON APPROVED: Zoning Mechanical fJ/ Buildin Date y Plumbing C.C.F. Competency # Ins. Co. Address E 6 7 !Is' ay ' e of Contractor or Owner- i er • ?1 1 ) 1 44 4 ANA YOLANDA H ��' •- MY COMMISSION # CC 760113 EXPIRES: July 16, 2002 ..,,, Bonded Thru Notary Public Underwriters Notary as My Co ontractor or Own . n Expires: NOTARY BOND TOTAL DUE 7 Date 9r C • Electrical ` � © ' PO Engineering_ t14/ GU/ 1' 14: 4'7 Compliance with Method Cot Chapte of manufactured horses rind ronOvnti 561.686- 0010db.714b 1. Masonry (Insulatie n 14value) 2. Wood;frarne. (InsulItloh R- value)• b. Adjacent: . 1. Masonry (Insulation R1value) 2. Wood ?retie (Insul R- value) c. Marriage Walls of.'Multpie Units' (Yes /No) • 10. ,Ceiling type and insu aeon: a. Under attic:(Insulat on`: value) b. Single assembly (Insulation R- value) 11. Cooling system* • (Types: celitral, room t n ; package terminal A.C•. gas, existing, none) • I . 12. Heating system•; (Typ4S: hiTat pump, elec. strip, natural gas. L.P. gas, gas h.p.. room:or i.TAC, exist ng, none) 13. Air Distribution System` :.!. • a. Backflow :damper o ' single package systems* (Yes /No) b•': Ducts can marriage ;rvall$.adequately seated' (Yes/No) 14. Hot water system: (Types: elec., natural gas, Ott er, &iCisting, none) Pertain to manufactured .homeslwIth,lsite Installed components. a og . Compliance certify th the Floride Energy and PREPARED BY: : • hereby I .I, �,:; ?,- OWNER AGENT: • • • •r: ,, ..• :• • ∎r • •,. 18 red by the c.alculaatiion' are In 0A1 .� lc orida Energy odZ a DATE; - 1 � tNtroaYMANAtatMtN I LORIDA:ENERGY EFFICIENCY CODE FOR BUILDING CONST Residential :Limited Applications Prescriptive Method 1 euliding systems Department of Community Affairs SMALL ADDITIONS TO EXISTING R IDENCES (GOO Square or lees of Conditioned area). E is In la ".ornponanls of Ihe•ad Itfon,' to the sting bumping. Space heating, cooling, SOecIfically t0 serve the Addition or s bei g Installed In conjunction withth addition construction tl equipment pone to e etpa ati g lance rp rr i St it meet the prescribed minimum Insolailonllevels. RENOVATIONS (Residential bbildln pone on costing: a tUP Prescnptivo requirem apply only t o the In Tables$C.tiand 6C -2 9e undergoing renovated cstin;rr> that,, c. 'mimed componergg and features are wired e com ponents And a comp) t being renovated or replaced; MA N ' tt AC by this faro. BUILDING SYSTEMS Comply when complete new System is installed. ! lal�& 1. Renova for ;:Additi: n, ew System or Manufactured•Home 2. :Single family detached or Multifamily attache 3. if Multifamy ll -No. ; f. u iIts covered by this submission 4. Conditioned; floor a ea sq. ft..) 5. Predominant save cheer ang (ft.) 6. Glass area and type a. Clear glass : j . b. Tint, filtri:or solar, scrgen 7. Percentage!ot glass to floor area 8. Floor type and insul Midn: a. Slab -on -grad (R va(4e) b. Wood; ealsed (R -vaIi ) c. Wood;•commori (R- v4Iue) •d. Corfceete ;:raised , Vfue) e. Concrete,'commo ( �•,- value) . Wall type ;ant insulaliotii: Exterior: t Id Wlirir•PJF/Teif. 41111.111=11 n.to CTI1N SOUTH 7 8 Florida Energy Ef tdency Code may be demon$trated by the use of Four+ 6000.97 for additions of gQ0 squart feet�or Ass, site- Ih I d single end multifamily residences. Alternalivu monitor are provided for additions by use of Porn r' B•9p or OpA -87: pongnls:' AC 1, 6C-2 :end 6C•3 apply-only to the ; be m�t only when equlpment•la:lnstined ea a ces from OOndhloned spaces rjluet '/ of a assessed value of this building). 1'UR:. HOMES AND P nt Clc I J 1. 3. 4. s, • •5. . `L Single Pa i i � � Dqub(e bane • 6a, r ne sq�.t. • sq. ft. 6b. sill ft. • sq. ft ea. 8b. 8c. 8d. 8e. 9a -1 . R= 9a -2 R= 9b -1 9b -2 9c 10a. R= 10b. R= 11. 12. • ype: 4. I 13a. 13b. 14. Type: EF: V I I � .1 -1 4 ' I lin. ft. 1sq. ft. ;�. sq. ft. • sq. ft. �q. ft. R= -� ! id. ft. HSPr /AFUia: b(o • sq. ft. sq. ft. ft. sq. ft. DATE: ! I Review of plans and specification cover by this with the Florida Energy Coda. Befpre conelh,aion i inspected for compliance in accordance vIth Sect' BUILDING OFFICIAL: f , I I 1 i Ij tic ufation lnalcates tample:ice compel this goading will be 553.906,1 F .S. J4/ LU '1'yJtd 14: 4'd Swimming Pools & Spas Hot Water Pips Shower Heads: HVAC Duct Construction, insulation & Inetatiiation - - NVAC Controls 606.1 606,1 MINIMUM INSULATION R- 5 R -11 R -19 R -11 9.3 9-30 R -19 R -13 R -10 R-1 1 Slab - on- grade Raised'Wobd RaisediConcrete Common, Frame RIPTIVE QU GLASS TY 11P :1-6 20% Single Double No Minimum R -19 9 -7 R -11 R.8 No eilninmem allowed is selected by type, overhang kin h, and shading coefficient. VERHANG, AND SHADING COEFFICIENT REQUIRED FOR G UP TO 30% Single Double Single Double aH, TABLE 6C•1 . PRESCf IPTIVE AEOUIR COMbONENT ConcrAte Framei 2' k 4' Framei 2' x 6 Common, Frame Coin*. Coin, Masonry Under Attic Single A9sbmbly; E Frame Metal • Pane Single Assembly: Op • Common, Frame TABLE 6C- 2:.PRES GENERAL DIRECTI0N5: j • 1.. on Table 8C-1 indicate the Revalue of the ins .Lined, Components ir10 Qquipni§nt meter bet 2. ADDITIONS ONLY. Determine ;he percent, ver1 I roof glass and add u to trio, previous iota Mde D the adjusted glass idea total by Me condi N a`e given tW the type of glass (SINN Double "' iCV.; end jaar5 prevtaJaly in∎the extorter we nuE: Meet he raastether! IQ' ,ne .' tree apuo al Ins warners. 3. RENOVATIONS ONLY. Repacement glass edge does not extend further than 8 lee! horn m a BUILDING SYSTEMS. Comply when newel 5. Compete the information req laded on ihs 1 e Read'Uwniten Requireeenrs ter Smat Ar111 Re40. Sign and pare the 0wnevAaenl • crlii ']blblelb.1'2b ENT FOR SMALL ADDITIONS (6W Sq. Ft and Less(, RENOVATIONS TO EXISTING BUILDINGS AND SITE,IN9T EMENTS FOR GLASS AREAS IN ADDITIONS ONLY 2•- 1.0 1 '- -86 0"- .65 barrier. on 1 "• .90 0' .70 SHGC or SC Cray be obt- Clad from the manufacture Single clear SC = 1.0. double clear SC = .9sl g i- tint TABLE 6C-3 hAIN MUM RED Ill ENTS FOR ALL PACKAGES COMPONENTS"'.. : • Exterior Joints& Creaks Exterior Wind & Doors Sole & Top PIs, Zen; REQUIREMENTS To be caulked; •asketed; weather -stri ed or otherwise sealed. I Max. 0.3cfm/sq.ft, window area; .5 cim /sq.ft. door area. Sole .plates and • top plates of exterior walls t be s Type IC rated Cg LIJ =d 3'- 1,0 2'- .86 1-.65 0'- .d5 EOUIPMENT Central A/C - Split •Single Room unit or PTAC • Electric Resise tanc r Heat pump • Split Singe Pk Room unit or PTHP • Gas• naturat:or propane Fuel Oil ) Electric Resistance Gas; Natural or L.P. Fuel Oil • UPTO4O% 2'- ;90 1' .70 0'- :50 T al n with no penetrations (Iwo alternatives allowed). : t 1 Perimeter of floor cavity between floors. 608,1• Exhaust fans vented to unconditioned space shall•have dampers; eikcept ' d r comb l ,stion devices with Integral exhaust ductwork. l Combustion space and water heating systems must be provided with outy Comt ostion air, except.for direct_vent appliances. • I I a • Comply,with efficiency requirements in Table 6-12. Switch or clean f I A• or cutoff (gastmust be provided, 'External built•in heat trap requi ek Ct/CUI� breaks (elechic) { or i 61 2 :1 Spas &. heated pools must have covers (except solar heated). N n- omrr cl l {i °!r f pools must have a pump timer. Gas. spa & pool heaters must have minimum thermal; ef�icignl; yl of� 8 °r. 612. i Insulation is required for hot water circulating systems (including peat recc 614'1 Water flow must be restricted to no more than 2.5 gallons per mi at 8 r . 6101'1 All ducts, Nttings; mechanical equipment and plenum chambers shall be I�cha(ni fly attached. I: sealed, insulated and installed In accordance with the criteria of Section 6 (1. l Du is In attics must be insulated to a minimum of R•6'. Air handler:. shaft not he insiaued: in lofts ti n Ie4s i mect' ical closets. (07 Separate readily accessible manual Cr automatic thermostat for each, syst r�. I I tatbn{geing added to each oxnponem and the efii0ien(y levels of the enuipmenl bung installed. AN R - values and elfclerc y ars • n I Pk . i • added nor renovated day - -2- LNLRLIYMANA(atMEN I HAUL b'2 I • I'Issie[reo .8.3,'9.71 L.J . m% g alled % F LAS$ P RCI NTAGE LLO D ' 'UP TO 50% Single l ist a. one �e NI UM ' f 6F)F ICIFNCy ' d ,EEp = 10.0 SEER a EER = 8.5' t/IY q SP � 114SPF I FOP II . t • I.)" U AruE E Efe = .88 I EF ..54! • •( EF • :54 :I I � in - aced mist meej or exceed the minimum values 's and gta:s door palls. Double !M area 01211,1 a , . e me be wbtmd d irom the platglaas e1,ea. par naa p Ceiff'cionl ' • . es we lllsd. Actual Quite eme on Table 6C•R. Alt new glee In the addmAon he glass 10 a poinl directly under the outermost edge xndei et lebst a two 1001 overhang and whose Iowost Tor ooublp-pene tinted. 4' 1,0' 3'1 ,86: 2' .es 1', .45 0'd .35 . SC es .88. :SHOO +,87RSC Cflmate Zones / 1; C OF MANHFAC HOMES, 6.8 6.6: , 2.7.1 •78i. i• :INSTALLED ; :; EFFICIENCY, SEER, = -11) SEER EER HSPF = HSPF HS PF /. COP' AFU AFUE. SF EF EF :; 3'• .90 ' i '• :.50 1 CHECK 84/20/1998 14:49 5616863126 • 'Compueriz =d ° Energy Management �• 1zovisoR Date of Inquiry: ENERGYMANAGEMENT MCA2 Engineering Software - Prog ra:m 5 i ..6-_ * yt*** ** * * * ** *alt**** ** * *** ** sir ** *** * * **** *9r* *4* * *,t * < ! ACCA MANUAL "J" COOLING AND HEATING LOAD 1 > * * * * * * * * * * * * *> ******* * * * * * ** * * * * * * * * * ** *** * *4r4 * ** Telephone: .1 -5 4-686 -5616 Contact: THOkAS AB C E.M. 4 e 1 .;JOG RD. N. W P .'B . , FL 33413 DADE CO., FL Job Number EJ -ODED * AIR ONDITIONING * -rota Sensible Gain Rati: g :Multipiier -rota: Sensible Load for Sizing -Late t lLoad - Tota • Cooling Equip. Sizing Load EATING * - Total Sensible Heating Load Computer Calculated Cooling/Heating . L4a0s1 for HAUL b.1 Date job I Calculated: 'Apr. 20, 1998 1R.4,640 BTUH . !1J.0o L 2j, d 4 0 BTUH . ' , 3i, 4 8 8 BTUH 'x5;,$28 HTUH 4 ETUH i )14/ Lbpi b 14:4'd bb168b�1'lb Computerized Energy Management C.E.M. « LOAD DETAILS 401 JOG RD. ., W . P . B. , : FL 3 413 Cooling Load ENERGYMANAGEMENT Load Detail Glass 1638 Doors 486 Walls 4356 Roof 2012 Floor 0 Infjl /Ventil 1254 People /App1i 1200 Duct Gains 1095 Tot. Sensible 12040 0 X Rating Mult 12040 Tot. Latent 3488 Tot. Clg. Load 15528 Air @ 341 CFM /T 342 Heating Load Load Detail Glass 203 Doors 612 Walls 2256 Roof 1259 Floor 2977 Infi1 /Ventil 3919 Duct Losses 1306 Tot. Sensible 14363 ' Htg Air (CFM) 261 i'o i iNq . I E - EROV;I5o : DADS; CO ! , F'L Runt date Apr. 20, . 1998 • • MIAMI SHORES VIMAGE BUILDING DEPARTMENT 305 -795 -2204 Bu 1 in Inspection jtequesti Date Type Insp'n ( Permit No. " L4-1 Name TO1 (0..•%r Address l N C. PG 3 4-- " Co mpan y c wvv " Phone # Inspection Date Approved Correction Re- Insp'n Fee Date Type Insp'n Permit No. (P (D 1'-1 l0 (1 Name 10LA Address q\( 9 ` 3- Company cc�\ Phone # Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE , \ BUILDING DEPARTMENT' 305- 795 -2204 ing Inspection Request - • to MIAMI SHORES XII;LA,GE BUILDING DEPARiNIENT,;::: 305-795-2204 Building Inspection Request Date Type Insp'n C 'ki Permit No. Name Address _ ( Company 1 :C- J \-9. ` , Phone # Inspection Date — Approved Correction Re-Insp'n Fee MIAMI SHORES V,I1:1_,AGE BUILDING DEPAR, ENT 305-795-2204 Buil4ling Inspection quest h t &,•A Date '‘ 1/4 ' Type Insp'n • - t Permit No. , Name 1,/;.• Address Jr, ( Company Phone # Inspection Date Approved Correction Re-Insp'n Fee El a Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/18/2004 Applicant: MICHAEL Owner: TAYLOR JOB ADDRESS: 916 Contractor Local Phone: Parcel # 1132060143020 NF 96 Signed: (Contractor or Builder) Building Permit Permit Number: BP2004 -1108 TAYLOR MICHAEL ST Contractor's Address: Legal Description: MIAMI SHORES SEC 3 PB 10 - 37 LOT 10 & W1/2 LOT 9 BLK 76 LOT SIZE 75.000 Fees: FEE2004 -8383 FEE2004 -8384 FEE2004 -8385 FEE2004 -8386 FEE2004 -8387 FEE2004 -8388 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $100.00 $0.60 $5.00 $0.20 $2.50 $3.00 $111.30 Total Fees: $111_ Q, Total Receipts: $0.00_ Cc ft 30 10 *11 Permit Status: APPROVED Permit Expiration: 2/12/2005 Construction Value: $400.00 Work: REMOVAL OF IRON BARS Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. BY: Page 1 of 1 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circ Owner's Name (Fee Simple Titleholder) /A( E 1 /747 Phone # 5€ 75 3693 Owner's Address City Tenant/Lessee Name Job Address (where the work is being done) ?/ 96 City Miami Shores Village Is Building Historically Designated YES NO J� Contractor's Company Na Contractor's Address Citv_ Qualifier 7/( /1/. g‘' Sr State Type of Work: ['Addition Describe Work: fi f V4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Ai At Ll .L 4 4 ' ',n j et IWil . `5W#A Tzi-J7 • Sta State Certificate or Registration No. Id A6.44 /,//1 44' e i ca e of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit I42O Square Footage Of Work: Alteration New ❑ Repair/Replace County Miami -Dade * * * * * * * * * * * * * * * * * * * * * * * * * * **�** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ ,� Permit Fee $ `idt CCF $ 0 CO /CC Notary $ ..5 '---- Training/Education Fee $ a d Scanning $ 3 ..._.-- Radon $ Zoning Bond $ ------. Code Enforcement $ Structural Plan Review. $ Total Fee Now Due St l .3 0 50 - 0 (Continued on opposite side) Master Permit No. Zip .... 3/g8 Phone if O( Y - Technology Fee $ RECEIVED i 08 Permit No. 6P00 l jog Electrical Plumbing Mechanical Roofing Zip ZcO Bonding Company's Name (if applicable) Bonding Company's AdMess 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 jurisd$ction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWN$R: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FO* 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. Chc 05/13/03 Signature i 0/ / ` Signature Owner or A Contractor The foregoing instrument was ach bef rerm /en tlu W The foregoing instrument was acknowledged before me this day of 20 , by i (l' V 1 l.Y 1 , day of , 20 by who is ersonall; own to me or who has produced .� V who is personally known to me or who has p � P P Y produced p As identification and who did take �n oath. as identification and who did take an oath. � NOTARY Sign: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: ********************************************************************** ?k#*** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Engineer Zoning NOTARY PUBLIC: Sign: Print: AU6 1 6 2004 Plans Examiner Date Time Type Insp'n� Nane Permit Jo. t . Address Company MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Phone # For Inspector: Approved-' Correction/ Re- Insp'n Fee i Name & Date