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Multiple (5)Inspection Worksheet Miami Shores Village GNP 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 414 ............... ..................... Inspection Date: 07/24/2006 Permit Type: Residential Construction Inspector: Grande, Claudio 2 5 RD Inspection Type: Final Building Owner: VIRTUE, JASON Work Classification: Alteration Job Address: 381 103 Street NE Miami Shores Village, FL 33138- Phone Number (786)202-9698 Parcel Number 1121360130280 Project: <NONE> Contractor: ARENAS CONSTRUCTION Buildina Danartmant CnmmPnt_Q Block: Lot: Phone: 305-769-4438 Friday, July 21, 2006 Page 1 of 2 Inspector Comments Passed Failed Correction Needed Re-inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid . Friday, July 21, 2006 Page 1 of 2 Y Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 0911912006 Permit Type: Windows_Shutterb Inspector: Desharnis, George _ r SP 2 0 2006 Inspection Tyk- inal ; Owner: VIRTUE, JASON Work Classification: Window /Door Replacement Job Address: 381.103 St%est Ne Miami Shores Village, FL 33138- Phone Number (786)202 -9698 Project: <NONE> Contractor: =ACT I%f%AQT WI61/1AwQ O nnneL+ wn Buildina Denartment Comments Parcel Number 1121360130280 Block: Lot: windows final Passed Inspector Comments " A/� Failed ` C Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Monday, September 18, 2006 Page 1 of 2 Permit Receipt Permit Number: WS -5-06 -1188 Invoice Number: WS -5 -06 -24776 Applicant: JASON VIRTUE Company Name: Date Payment Type CheckNum Amount 06/02/2006 Check 6913 $297.70 Total Payment: $297.70 Friday, June 2, 2006 Page 1 of 1 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 5/10/2006 Expires: 11/04/2006 Permit Number: WS -5-06 -1188 Owner's Name: JASON VIRTUE one: (786)202-9698 Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 381 103 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor EAST COAST WINDOWS & DOORS Yes Comments: RETRO FIT (13) WINDOWS AND (4) DOOR WITH IMPACT RESISTANT Additional Information Type of Work: IMPACT WINDOWS AND DC No of Openings: 16 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $14.40 Education Surcharge $4.80 Permit Fee $260.00 Scanning Fee $12.00 Technology Fee $6.50 Total: $297.70 Building Department File Copy ,ll&e AP Applicant Signature Parcel #: 1121360130280 Block: Lot Section: PB: Total Square Feet 308 Total Valuation: $ 24,000.00 Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number Amt Due Amt Paid WS -5-06 -24776 $297.70 Total: CK 6q 13 'JUN 0 2 PAID NOTICE: In addition to the requirements of this permit, then: may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. I . 1A Miami Shores Village 10050 NE 2nd Avenue Phone: 305 -795 -2204 Printed: 7/25/2003 Applicant: ESPERANZA Owner: VIRTUE JOB ADDRESS: 381 NE 103 Contractor BRINKS HOME SECURITY INC Local Phone: 305 - 887 -8455 Electrical Permit Permit Number: EL2003 -227 Page 1 of 1 VIRTUE ESPERANZA ST Contractor's Address: 9960 N. W. 116TH WAY, SUITE 12 Parcel $ 1121360130280 Legal Description: MIAMI SHORES SEC 5 PS 10.47 LOT 22 8 W1 /2 LOT 23 BLK 118 LOT SIZE Fees: Description Amount 1 FEE20034583 Building Permit Application Fee $60.00 Total Fee ' �:6 FEE2003 4584 CCF $0.80 Total Receipts: $O 00 Total Fees: 60.60 P Permit Status: APPROVED Permit Expiration: 1/20/2004 Construction Value: $600.00 Work: BURGLARY ALARM 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. Signed: (Contractor or Builder) BY: WOOD FENCES 5t Wood Posts 4' -0° High or Less = 6' -0° O.C. 5' -0° High or Less = 5' -0° O.C. 2915 Fences 2915.1 Wood fences, so located on a property that by zoning regulations they cannot be used as a wall of a building, shall be constructed to meet the following minimum specifications. (a) Fences not exceeding 5 feet in height shall be constructed to meet the following minimum requirements: from nominal 4 inch by 4 inch by 8 feet-0 inch long posts spaced 5 feet -0 inches on centers, having a fiber stress of 1200 p.s.i. in bending, and shall be embedded 2 feet-0 inches into a concrete footing 1 foot-0 inches in diameter and 3 feet-0 inches deep. Other components shall be designed to comply with the provisions of this Chapter and Chapter 23. (b) Fences not exceeding 5 feet and 4 feet in height respectively shall be constructed as provided in paragraph 2915.1 (a) herein, except that the spacing of posts may be increased to 5 feet -0 inches and 6 feet-0 inches on centers for these heights. NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. �90 STATE OF FLORIDA: COUNTY OF DADE: Wt,,,Si FI-0 (v OOR 130457 2000 MAR 20 12 =48 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. 1. Legal description of property and street address: t 3 Rl /I � s' in �1. St-- 2. Description of improvement: _-D4 ;Lz 3.Owner(s) name and address: 77,10HU Interest in property: Div» &-r- Name and address of fee simple titleholder. _ /-L7"e 4 4. Contractor's name and address: ��1 �r,� c` 5. Suretr(Payment bond required by owner from contractor, if any) Name and address: Amount of bond S 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(i)(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 Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 'signature of Owner II Print Owners Name 11.70Ma_S cLA-e-> Sworn to and subscn*hdR before me this .day of /4 cv "�tlt �,EFiI. +EGIADYS J VIIdAR Notary Public X Pt3 UCS1'A-M OF F[.ORIDA dim Print Notary's Name COt+tM (SSION EXV. MAR. 1220 My Commission Expires: Prepared by: Address: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 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. 1. Legal description of property and street address: 381 N.E. 103 Street Miami Shores, Florida 33138 2. Description of improvement: Reroof to a new Tile Roof. 3.Owner(s) name and address: Thomas Mon & Jose mestres 381 N.E. 103 Street Miami Shores, Florida 33138 Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Ouality Roofincr Contractor. Inc., 13800 N.W. 1st Avenue Miami, Florida 33168 S. Surety:(Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 00 6. Lender's name and address: N /A 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, and address: N/A 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signawre of Owner v Print Owners Name / yam= as Sworn to and subscribed before me this -10 day of A�e_ 1911_. Notary Public Print Notary's Name My Commission Expires: _ ,S = OF FLORIDA, COUNTY OF DADEbe 1 HER °8 11FY that this is o troy Y dprof lori;•noi ila irysthll office on % !7. o' - t LER y l.p Y®11VVY1 r ty Ceus ��r DC. By .a M Ix D ID Prepared by: Carlos Arocho Quality Roofing Contractor, In Address: 13800 N.W. 1st Avenue Miami, Florida 33168 s'ysta C�6 w; , ,xfo, -aa ,arse •a � Appendix "B" » - YTNWORM ROOFING PERMIT APPLTCATYON PROCESS No. _.... Coatractor'sName: J'ob Address: _ 39 0 e d 0 3 ROOF CATEGORY' ❑ (Low Slope Application) ❑ (Nau;,Oa Tile) —'� ( Set Tile)• >, ❑ (Asphalt/Fibcrglass Shingles) ❑ (MetalRoofs\Wood Shingles & Shakes) ❑ (Other) .1 w go OF TYPE \ {, _. ••• ❑ New Roof Re- roofing •••'[]'Recovering ' ❑ Repair ' ❑-Maintenance 4 Flat Roof Area (ft') Sloped Roof Area r�' Total ft� ( () Master Permit No. Exposure category (per ASCE 7.88): • Building category (per ASCE 7-88 table 1) :' ROOF HEIGHT AND SYSTEM DETAILS - (Draw details as ueeded) 1?c •, ROOF PLAN •... ------------------------ - - - - -- - I r r r r-_ r_ r- •:. - ------------------------- - - -- :1 r ( r----------------------------- - - - - -- '•+ jl r---- --------------- --------- - - - - -- 'j 1 I 1 r------------- - - - - - -- �..{:.�. Ii .. !'e .,•• + I 1 ' --------------------------- Pock.. C— 11V' -- - - - - •- - - - - - - - - - - - - - --- -- { ' r---------------- - - - - -- ' • • { II , � 1 1 1 r------------ - - - - -- r- ----- - - -_ -_ t � 1' 1 1 1'1 1 1 �, r �, 1 1, 1, 1 i •+ II +. , I, 1 1 1 + 1 1, 1 1 1, +7 , 1 ( 1 1 1, 1, t• , •1 b 1 1 1 + � 1 li 1• 1 1 1 +•. ,: 1 1 1 1, 1 1 1 1 1 1 1 •, + 1'• +, • ,» .... «�..........�.. ., ..... - ». ... c..... ;•111.1 1 , ! ' 1•I ' 1 '.1.' 1 ».'L.q -I.J '•1 ' L.•�.`«'_.; i 1 1 1 1 1._ ..1, .1 ' 11 I 1•� ' +' 1 1 1 11+ j l� l � l � l 'i I' � 1 1 I I 1 1 1 1 Fastener Tyke: t ' 1. ► 1 1 N 0f' ` HYACrxa Field :• Pcrknoteri Corners ' i ' ' ► ; ' - _ r - _ - - - - _ -+ ; + ; + ; + , r 1 ' 1 ,• , i ► 1 I '------------ - - - - -- ` t 1 1 i 1 DETAIL 1 & 2q ' ------ W •_---- - -_ -"� _ - - -! -' •'' ' i +-------------- - - - - -- -- - --- - -' i l 12941•78 WDd Page -1 Rid YentlluionT .Appendix "�" umopan 406?#91C pAt APPLICATION pRUCESS No • S'ZOM Y TEMbEd`OMP —oN 'A Is WALLOWL 2 E 1$ lrastuur type do :padtty: q .. ,Cap sh�eets "(lOr•1 s0o>r :1.o>rlc nlrw ttElcxtr d 1 .. q; a r A I L. 3 •S F'Q.c:. corners -qi- pet- „�krj 2(, S �r• mp edZ-I ” l y ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance -Cover Sheet a) Spedfio System Description b) SpecWo System Limitation c) General Limitations • -• d) Applicable Detail Drawings 3) Municipal Permit Application ' 4) Other Component Approvals •' TWO CALCULATrONS (Pm ax1: X �, (Aaodyjtut�IoMu1U PCA: h � ' (Pusaxa•0 D;7 X�, (Aerodysurn�la MulUplta) ;) . jyis; (p a Mrs; ? e� • PCA. (Pmax3: �3 ►`l x il, (Aaody �i �Muwyller): �- 5.) - M ' .� �' M i.�� PCA• C� Page -2 APPENDIX "F" REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS As it pertains to this Appendix "F ", it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 34 of the South Florida Building Code (SFBC) govern all the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics - Workmanship: The workmanship provisions of Chapter 34 are for the purpose of provi ing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of l, zoning code, should be addressed -as part of the agreement between the owner and the contractor. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renniled 47k,kl. ance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to rem ving the existing roof system) dr` Common Roofs: Common roofs are those which have no visible delineation between neighboring units (►.e. townhouses, condominiums, etc'.). In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing work to be performed. Zlved 4. Exp osed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the option of maintaining this appearance. om"" /���3A. Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a profesgionnl structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. �U,. Overflow Scuppers (%wall outlets): It is required that rainwater now off so that the roof is not erloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 2' ) of the SFBC. ` 17. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It beneficial to consider additional venting which can result in extending, the service life of the roof. The -owner may contact the N-1ianti -Dade County Consumer Services Department for further information regarding the above. Olvncr' .1gc 's SiEa :Luc Datc Contractor's Signaturc �° C /G� Post -lt' Fax Note 7671 .. ter. ._.._. - � .,... Yo • Co10ssK. "'� AhW6 M FS-476— tROPOL rAN DADE COUNT -t FLORIDA METRO.IOADE FLAGLER BUILDING BUILDING COOS COMPLIANCE OFFICE tbETSO' DADE FLAGLER BUILDING 14011 W FLAGLER STREET. SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 375.29011 P.RQDiT . CO\T'I" R0,L NOTICE OF ACCEPTANCE PRODUCT CONTROL 01VISION Suntafd Tile Corporation (305) 315.2903 1.3drillern Smnrafd FAX (305) 372 -3339 Bogota, Colombia Yvur application fcr Product Approval of: Sanlqfd 7714 corps ted4n. Xail on or 31ortarl.4d1wive Set Clgv "Sarrraja S" R4011rrg Tile undor Chapter S tit tne Metropolitan Dade County Code governing the use of Altentate Materials And Ty1)is Of Construction, and completely described in the plans. specifications, and calculations u submitted by: Redland rechiroloylel, Tile C*n1d1 forApp1kd Englltadr nt, Inc. and ralwell Craig Laboraror4tt A Consulrants, Inc. ! has been recommended for acceptance by th; Building Code Compliance Department to be used In Dade Count<', Florida under the sptelfic'condidons set forth on pages-1 through 7 and the standard conditions set forth on page S. The approval shall not be valid aftzr the expiration date stated below. The Building Coda Compliance Office reserves the right to secure this pruduct or material at any time for a jobsite of manufacturer's plant for quality control testing. If this product or material fails to perfotrrt in the approved manner, the Building Code Compf lwcc Office may revoke, modl� or suspend the use of such product or material Immadlately. The applicant shalt re- evaluate this product or material should any amendments to the South Florida Building Coda be enacted effattfng this product or material. Tl+c Building Code Compliance Oftlee reserves the right to revoke this approval, if it is determined by the building Code Compliance Office that this product. or material fills to meet tha requirements of tr c South Florida Ruilding.Code. The expense of such testing will be incurred by the manufacturer, Actoptance ha.: Q7. � 4 j Rtvtscs No. !96-0313,Q2 Expires., 01!33101 r product Control Supervisor :WIS 15 TH EET, SEE DI)ITIONAL PAGEEFQ1.E.CIEIO.AUT) C..>~NCRA1. CQNntTTC��'S I3UiGDtYC CQDF.. Cl)�1EE This app(icadon for product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department utd approved by -.he. Building Code .Committee to be used in Dada County. Flo) da undor the. condidons sit f3rLh above. _ 14 Approved: ""L?a Charles Danger. P.E. Director Building Code Compliance Dapt. Metropolitan Dade County .. ..... ... tdlnacngaanitno .corn Homapage: http :l /www.bwltJingcodoonllne.com - p�------------- 1::.+.... ........----------- - - - - -- - - - - -- a�tei- ri�eee �0%.w• .... SANTAFE TILE COI2PORATIOti' 'r ACCEPTANCE NO.: ' :�Zg1a,t� • , 4 . PRODUCT CON MOL NOTICE OF ACCEPTANa- D 00F1'%TG SYSTE1i r1PPItUS'AL dnWan : SantiM Tile Corporation Ladt illers Santafi Bogota. Colombia Product Control No.: • Approval Date: . Expiration Date: Categm: Prepared Rovii:tg. l b- •- Mn° Mah Prot-Ile Tile T.%:9.g: Nail- ssru�tarcur,:5ced.�dhesite Set Clay Sxstem Description 4t!n�tJ2= Yr onus . "J 0-0-1. Ladrillera Suntiri, located in Bogota,•Cglombia, manufacturers clay roof tile for null -on arid moti.1rr .zdhssit•r set applications. All Ladrillera SAMS tiles are available in stutdnrd unblayed and a glazCd salve finish. This Prodtic Cnntrel ,t,n r vat r..t�rw� +++.A+ r ..f�.•tta ��fe+"Roy_al" the nro t-- _��.:• ••- • •+ +� + +� ++ r «Y ,S a ►n r T]IC T 11 lam" 11 Santa Fe Tile C;orporglon is this x019. approved distributor of Ladrillera Santafd roof tiles. ilt Trim Nv. -e3 Contact:. . ° D3nia.1 Bernal General Manager SUMM `file Corporation 85 -5 NW 95 St 1 %Uuml. Florida 331)? . �:`'i', I•'F, TILE CORPORATION SZ'gvms SYS'I7 M B: Dircet . Deck Nail -on Application Deck Type: Wood, Non-insulated ' Deck Description: w Construction 19/32" ar Ater plywood or wood plank. Slopo Range: 4 ";1�" • ? ":13" Note: Sy m 13 is a y acceptable in this slaps rADV' Install.. underta y� t system in eomplianCe with Metro•Dade Count Underlaymrnte Install.. Application St d3rd IIS. Roanng Tito: ln5ta11 file ' eotnptlance with # ro•17ade County Appiicntion Standard PA 11 S. (So 'Data for Att=isrn$r1t Catc ions" included in this Apprdva Comments: 1. For re -roof applicstions.15132" ply-wood is an eptable substrate. • SYSTEM D: Mortar or Adhesivd Set Application neck Type: Wood, ;ion- insulated Deck Description: New construction 19:3-0 or Srrater Plywood or %Food plank*. Slope Range: 1.-. 1.2" t0 i ":12" :. Dote: Syst#rn D is only aceentablo In this slope rabge• t Install underiayutant s�•stem in compliance with 1%ietro -Dads Court} t nder {nytnant: Application .Standard PA 120. e• ln$mli tile in compliance with Metro -Dade County Application Standard PA Rooiing TII . 120. (Sec "Data for Attsci:rneni Calct:[ations" included in this ,Rpprova . Co airrtcats: 1. For re -roof applications, 15132" plyvood is an acceptable substrate. . page 4 of 8 Frank Zuloaga Rooting Product Centro! fiYaminer .---K ------------------------------------------------------------------------------------------------ f'- -"j1999 12 :44 305665962s COMA CAST CORPORATIO PAGE 05 SANTAFE TILE CORPORATION ACCEPTAi`CE NO.: �"• :05. a_ Sk'Subi L - NOTATIONS 1: The standard minimum roof pitch for Ladrillcra Santafe's " Santafe S" high profile tilt shall uomPly With Dade County Application Standards PA 118, PA 119 or PA 120, depending on the method of installation. L For nail -on applications, fasteners for mechanical attachment of tiles shall have ahead diameter largcr than that of the preformed hoIcs in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide a minimum characteristic resistattco load greater than or equal to the required uplift resistance determined in compliance with Metro -Dade County Protocol PA 115 or PA 127. The Ladrillera Santafi "Santafe S" tile prof fic has been tested for both %vind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA H.5 or PA 137 shall be done as an 'Moment Bawd System' . 4. For mortar and adhesivo set the applications. a field static uplift test by a N4LUa -Dade County accredited testing agency, in compliance With Metro -Dade County Protocol PA 106, shall be performed. S. All tiles shall bear the imprint or identifiable marking of .he manufacturer's name or logo for idcntification in the field. F,.,r mortar or adhesive set tilt applications. 30190 hot mopped underlayment applications may be installed perpendicular to the roof pitch prior to June 1, 199$ unless stated otherwise by the material ntAntafacturer. Thereafter, 30/90 underlayment systems %hall be installed patallel to the roof pitch in compliance with Appendix A' of Dade County Protocol PA 120. The applicant shall retain the services of a Metro -Dade County certified testing laboratory to maintain quality control in compliance with tht South Florida Building Code and related protocols. r Page 3 of ;i Frank Zuloaga Roo inc Product Crnrrcl Examiner - - -- ------------------------------- --------------- 07/07/1999 --------------- - - - - -- 12.44 3056659626 "" "" °� •. AAA+ s+ a:Waea reams ♦4kji$ &orArmtt.,r,.4•w.. DATA FOR ATTACxNrENT CALCULATioNs i Table 3: Attstt:hrrtant Reslstana4 Upressed as a Moment. Mf (ft -Ibf) j TUo profile Two ,ap�+ravid Ong Approved MoKflr 'et Adhesive Set 1 Nails Screw I SAnt� -' Zl;g 18.4 I 23,6 61.9 Page 6of8 Frank Zufoaga Roofing Product Conirof Examiner --- �<--------------------------------------------------------------- 7/07/1999 12:44 3056659626. e'MKAn ^A - - --- - --.-------- - - - -`- `A1TAFE TILE CORPORATION ACCEPTANCE `O-: 'r'•I)S LOS . 4IX •.N �r. r' LADJULLEPA SANTAFE "SASTAFE S" CLAY ROOF TILE Page 7 of S Frank Zuloaga Roofing Product Control Examiner d.. --------------------------------------------- 07/07/1999 12:44 9056659626 COMA CAST CORPORATIO - - -PAGE 07 I ' -SANTAVE TILE COUORATIOs ACCEPTANCE NO.: 4-411515-9 � SaWAN TIle Corporation .. Product Control No.: 97 -0 Ladrillera Santafct 80r.ota, Colombia Approval Date. .1an u 0 11 2:. 1,J9 Expiration Date: Junuan. 2-1-1001 `'flME O ACCEPTANCE .S- TA1NQARD Cn\ MQNS t. Renewal of this Acceptance (approval) shall be considered after a renewal application lws been tiled and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (3)y&Ars. Any and all approved products shall ba permanently labeled with the manufacturer's name. cite. state. and the following statement: "Dada County product Control kpproved ". or as specifically stated it, the specific conditions of this Acceptance. 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, inoludittg the cotrect installation ofthe product; d) The engineer who originally prepared, signed and sealed the required documentation initially submincd , is no longer' practicing the engineering profession. ». any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be esusa for termination of this Acetptance, unless prior written approval has been requested (through the filing of a eevision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for-removal of this Acceptance: a) Unsatisfactory perfomanag of this product or proem: b) Iviisuse of this Acceptance as an endorsement of any product. for sales, advertising or any other purposes. ` o. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration data nsay be dispix)-ed in advertising literature. If any portion of the Notiee of Acceptance is dsslil3yed, then it shall be done in its ontirety. 7. A copy of this Acceptances As well as approved drawings and other documents. where it applies. shill be provided to tho user by the manufacturer or its distributors and shall be available for inspection at the job site it all tirrses, The copies need not be resealed by the engineer. S. 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 S this last page. END OF THIS APPROVA Page g of $ r u oaga Roofing Product Control Examiner MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT ApplicationA here made for the a�pp.proyal of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure described. This application is made in compliance and canfonmity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the laws of the State of Florida all ordinances of Miami Shores Village and all riles and regulations of the BuiI ng Division of Miami Shores Village shall, be compliQ with, whether herein specified or not. A copy of approved plans and specification must be kept at building during progress of the work. - mate... [ .. �' : _......._._..._ ...,19. Owners Name and Ad ess .... � :...._. °6.. - . ------------------- ---- - - -__' Registered Architect anld /or Engineer... ... .......... ........... ♦ ��ir W Name and address ofnsed contractor be bu 1 �. �°.._: - ............ ---------------------_..---- Location and legal de _ Street and Number wh a work is to . -. ,a State work to be done and purpose of buf'd&g -�y floors) _ P -_ -� =a_ _ Z. I �L _ _ `s _._......_..and for no other purpose. New Building __._._..__� ....... �..... Remodeling.-.... .................... Addition ........ _ .......... _._ Repairs .....-- _- _---- --- =.._.. No. of Stories .......................... To be constructed of . .. .......... ...... _... Kind of foundation-__.-_._.-._ ......... ._ ...... _ ............. _ ........ _ Roof Covering _.......... _ ............................... __ Estimated Total cost `o improvements $.._� -�. �' cu Amount of Permit Zone cubage req __ _.___.--- - -__._ _ ._ ._. -Plan Cubage_ ----- - - ----- Distance to next nearelst building.;_ _.._.._._ .__..,- -- _ _ -_.-. -Size of Building Lot. ----- _.._ __._._.._ ...... _ ....... ............................... Maximum live lead 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 of labor under the Fly and has complied wit] in the work to be pert or notices as are requi permit, as are licensec STATE OF F COUNTY OF Before me, the [eared - I . . and who, beinngg by of the above dea% therein by him state Permit No... Disapproved (Signed) .G. Chairman Member -_- Member ... Council Ai :ant for this building permit does hereby certify that he understands and accepts his obligations as an employer Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, provisions thereof, and will require similar compliance from all contractors or sub- contractors employ him d under this permit; and will post or cause to be posted for inspection on the site of the work such public notice r the Act. The undersigned agrees to employ only such subcontractors, work to be performed under this diami Shores Village. -- ---- -- (Signed) j SL igned authority, a notary public, duty authorized to administer oaths and take acknowledgments, personally ap- me well known, true. that the_ ._ .......... ___ .... - .... _-- ............. ------ ----- ....-•-•-.._.---- - - - - -- first duly sworn, upon oath deposes and says that be is construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts re Date. 57 : - xl Read, Sworn to and Subscribed before me. Notary Public, State of Florida - Building for - - My Commission Expires .... _ .......... _ ................... ...... . . __... PLANNING BOARD___ _ . . _..... _. -. - -. .._DIATE Member ....... _-.:....... - -.-_ ........ _.._ .... . _._...._ ... -. _._.. Member . . ,..-..�._...... _ _ Member Date Disapproved ___.____ ._. --- - -. .Date NOTE: A charged of $1.0 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection f of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or war 7` i� APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY to re- occupy the single family residence known as : (address) Legal Description: Lot: hereby.apply fora certificate Miami Shores, Florida. Block PB & PG: I hereby certify that I understand that the zoning of the property is for single-family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by iNfiam i Shores Village, certifies only that the referenced property is being used for single- fanniv purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. % Applicant �Q �' o'� �`� L3� Date Print Name ��SC L(Z.C� For purposes of conducting the inspection required by Section 902 of the Miami Shores Land Development and Zoning Code, please contact: Contact Name: Telephone: ©��r -373 Buyer Seller. Realtor Company Name Application Fee ($50) paid: Cash Check No. Inspected by: Charles Esher Approved X Denied Date 4- 13 -01_ Comments: PAGE I OF 2 I� i CERTIFICATE OF RE- OCCUPANCy On behalf of Miami Shores Village, Florida, the undersigned certifies that the property to described in the above application has been inspected for purposes of re -occu an Sections 901: and 942' of the �ami Shores Land Development and Zoning Code and that property may be re- occupied by the above applicant for single - family residential purposes. WAMI SHORES vMLAGE. FLORIDA B. —��� Date of Certification: " zl THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY MIAMI SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY, HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CO \,DMON OF THE DWELLING OR OTHER STRUCTURES ON T:rE PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO bh iE ww THE CONDITION, THEREOF. PAGE 2 OF 2 APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY , hereby apply fora certificate to re- occupy the single family residence known as : (address) -39 � 0 3 61, Miami Shores, Florida. Legal Description: Lot: Block PB & PG: I hereby certify that I understand that the zoning of the property is for single -family residential use and that it is unlawful for more than one family to reside therein. I also understand that any Certificate of Re- Occupancy that may be issued by vfiami Shores Village, certifies only that the referenced property is being used for single- family purposes and that such Certificate does not constitute any representation, warranty or certification as to the condition of the dwelling or other structures on such property. % Applicant Q ate• /`� ��J7� Date-4- /10/0 Print Name 5C L For purposes of conducting the inspection required by Section 902 of the Nfiiami Shores Land Development and Zoning Code, please contact: Contact Name: Buyer _ Seller Realtor Telephone: Company Name Application Fee ($50) paid: Cash Check No. Inspected by: Charles Esher Approved X Denied Date 4 -13 -01 Comments: PAGE I OF 2 CERTIFICATE OF RE- OCCUPAiYCY On behalf of Lliami Shores Village, Florida, the undersigned certifies that the property descn'bed in the above application has been -inspected for oses of-re-occupancy P�'P pm'stiarit to Sections 941 **-" 2 of the i1�tianu. Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for single - family residential purposes. NIIAMI SHORES VMI 6AGE, FLORIDA Date of Certification: Z- 2_1 THIS CERTIFICATE VERIFIES THAT THE REFERENCED PROPERTY HAS BEEN INSPECTED BY 1vIIANff SHORES VILLAGE AND HAS BEEN DETERMINED TO PRESEVTLY COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE MIAMI SHORES LAND AND DEVELOPMENT CODE PERTAINING SOLELY TO THE REQUIREMENT THAT EACH ONE- FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE- FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CO\I)ITION OF THE DWELLING OR OTHER STRUCTURES ON T: PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DEIERMINE THE CONDITION, THEREOF. PAGE 2 OF 2 L APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY to re- occupy the single family residence known as : (address) hereby apply fbr a certificate 9I t Jc 10-3 ,lei shy Florida. Legal Description: Lot: Block PB & PG: I hereby certify that I understand that the zoning of the property is for sin*- fatncly residential use and that it is unlawful for more than one family to reside therein. I also mdavand that any Certificate of Re- Occupancy that may be issued by Miami Shores Vilagapt.c only that the referenced property is being used for single -family purposes and that such Certificate does neat constitute any representation, warranty or certification a& to the won of the.: dwelling. or other structures on such property . Js - .. Print Name /,.- A!Q,,,, For purposes of conducting the inspection required by Section 902 of the 1fiami. Shores Land Development and Zoning Code, please contact: OCE0 Contact Name: ��S LAO_o._ Telephone: —*) (Q Buyer Seller Realtor ICompany Name Application Fee ($50) paid: Cash Check No. 1 VC r. Alt Inspected by: F. LUB I EN Approved S Denied: Date- 1/6/00 Comments: PAGE 1 OF 2 CERTIFICATE OF RE— OCCUPANCY On behalf of Miami Shores Village, Florida, the undersigned certifies that the property described in the above application has been inspected for pub of re- occupancy pursuant to Sections 901 and 902 of the Mami Shores Land Development and Zoning Code and that such property may be re- occupied by the above applicant for singlet' residential purposes. .. •. C D INV l t 1 I&IN . • �� • i • • � j • i � ia• Ali , • r PERTAINING SOLELY TO THE REQUIRE fR4T THAT EACH ONE- FAMILY DWELLING IS USED AND INTENDED TO BE USED FOR A ONE — FAMILY DWELLING PURPOSE ONLY; HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY REPRESENTATION OR WARRANTY AS TO THE CONDITION OF THE DWELLING OR OTHER STRUCTURES ON THE PREMISES DESCRIBED HER1W OR ANY ASPECT OF SUCH CONDITION, AND INTERESTED PERSONS ARE ADVISED AND ENCOURAGED TO MADE THEIR OWN INSPECTION OF THE PREMISES IN ORDER TO DETIINE THE CONDITION,. 1010 • PAGE 2 OF 2 ALAN. S$RV ICES 3G: 334 7516 R. 03 SKET.CH OF BOUNDARY SURVEY ICS: r • ab' - , •�Mr.•.:•.Y'iti'r�. {ti!":it ':r:: .."t:rwe:r� »'v �Y ' �' ";"•.:r ::c. �• ,...r�R ::''.'�i�}t5 '� 'Y l:.•: !!k4i 1.. �{�'rr: a Qit �.�1 6:• : ..r':::" ir.ri'.i'S=tiY'' »,t/i��0� d :rsr. »:t`�.•. 'a:�ar:...!R•. t.w rna }, !{�• n:•y: x— s 0.1 Lei 1Won" l/ ti AZ T t •ss�a' fic.off 0,04 RMOINCE Ir Na 311 �� t t.eo � r+� � •. saw Ulm MOT nth U" the r re. sass •' ' 75�OC { } • ' .' VV Cesar. 4r4ued P tJ o altos! Y AsphoR Dove f 'r�7r rtlxKr %ftwv'4Yti 103M STREET 0 I ILRICAN.SERVICES 584 7516 P. ®2 LQT a. BLOC„ t IS i A6 dw Ia s�, a a ��-. . K �.'� SUBDIVISI:O�N- ACCOADN13 TO THE PLAT THEREOF AS RECORDED IN PLAT 900K .Lo_ AT PAGEtLL, OF THE PUBLIC RECORDS OF DApE COUNTY, FLORIDA LWATIQN An NT I 4 3 •ore' -W • es' et• S 1% d . �• Wd 20 944% 23 24 al l ID' N.E. 103rd STREET Thomas Zdon os�T_ +�To Andrea F. Aios, Esq, South Atlanflo Mortgage Corp., it's eu ce a= and/orr assigns, ATIMA Chase Manhattan Mortgaggo Corp., Its succeswrs and/or assigns, ATIMA Attorney's Tula insurmcd Fund WE H I4EIIY CERTIFY T►i8 ATTARMRp SKSTCF( Q�P BOUNDARY GURYZY OF TM8 UWE 06508romr tortOP94TY IS A TRUE AND C�XZCT � AEPR 461470ON OF AFIELD Itt NNW MADE 1INOFR MY BUPIINSION AND VIM THE MINIMUM %IlOMNICAL BTAND006, AR SET BY I'll ItpAIDA , AR OP PROPRINIO,NAL LAND SLIRVEI'ORB AND lAAPPERS, IN CMMR M 4 t7-4 OF THE FLORIQA ADMINIBTRArM CODE, I PUASUAN I TO SRCTiON 4'I2.027 PLORIQA iSTATU1, ADbRB88: _V 1���, 'De NUMBER: 00 � 1 I BATE GP FIELD SURV$I"—U-14 G —dad_ REVIOCN CATE., Aw my"01191 we American Servim of Namil Corp. VIGWZs)EMS -?LAWS" - stwtvan LD 6683 sum e. w 1376 Arww, !*. Iii!. Ifirg Plana 11173 IM (3ar) 3S4.6M FIX (103} 3547;!6 FAmil FptoaWL.0 -6 AnCiN O psiTRACT OP T +TLL IMLL ►iA1R Tor BE MADF TD t RIY�NB AL1CORDED INSTRLIMEM, IF ANY AFFECTMQ T}II1 PRDP�IgN 'S1�1yM1MM ISLSYP►T10N1 ARR BAOED ON N °4.V.CL (NATtONA1, V ICAL DA`IMJM s;IP tB 41"L DESCRIPTMI WAS PROW010 rMM( CLIENT .NO t1NA>SR9RCUN0 uT1LIfaRB OR IiAPhO1rEMENTS MIiYE SiiR Lpr„A, EXCrT AB NOTED �TrlAtr ARE NO Y16IdLB ENCR4ACNA+�NTS OTNQ#1 THAN TMQBf: SMIOWI'I, Y wjm IV % 4t Min LK valvA OR dA•woap i ! Yq low & + MW w at C�$ . �iR AM /EMIR a 9A a /OAR 9 01811 hm V. ; � i . �t+a�e+a+ e+at.. tsar ry MRw iw4 ■ Nw+rt �i1Mf. T 611.. at Will PW iax ■ IV Nu Nu ■ 04"' i >`aa.aTo ne' T".rwate.+wa k0 ■ IA w wwal WT 4.MMWo as . PAIII& LL* • =T 44 AW we +go ■ 1111111kIIIIIIIkIl RAW ■ MN W& an aw rob ■wn+rA101111` 149 r +Wi R Son%" IGoFI' W-MM-N 09 LA TORRE PROi<E3110NAL LAND GURVEYOR AMC MAPPER?^ JB C STATE OF FLCAIDA VATV NOT VAL67 U4;Eb6 SULIA YWjj AN INOM QO >flWx-rx �bA 4n irf A 6- � � �w .../ r .r..i.■c SteelTech Industries, Zat. STORM PANELS - ACCORDIAN SHUTTERS - STRUCTURAL MEZZANINES - PALLET RACKS Date: 0 7// t-I- Ed V "A s S i We are the Dade County Notice of Acceptance Holder for the 20 Gauge Galvanized Steel Storm Panel under number 98- 0923.05. This letter authorizes to use our 20 Gauge Galvanized Steel Storm Panels to be used at the following job: Job Address: 10, 4 to Sincerely, �7 Pablo Debs Vice - President Tel: (305) 634 -9995 - Fox: (305) 634 -2727 , 3750 -A N.W. 46 Street - Miami, Florida 33142 USA Website: www.steeltech2000.com / E -mail: soles @steeltech2000.com Toll Free: 1- 888 -39 -STORM (78676) r� MlAMi-0ADE hffi4 W-DADE COUNTY FLORIDA METRO -DADE FLAGLER WELDING WELDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 wEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 Steel Tech Industries, Inc. 3750 -A NW 46 Street Miami FL 33142 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305)375 -255%3 CONTRACTOR ENFORCEMEla SECTION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION Your application for Product Approval of (305) 375 -2902 FAX (305) 372 -6339 20 gauge Galvanized Steel Storm Panel Shutter 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, (This NOA revises and renews ?VOA No. 96- 0116.02) 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 e,,miration 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.: 98-0923.05 Expires: 11109/01 Raul Rodfiguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COIVL E=E 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. es Danger,F , . Director Building Code Compliance Dept. Approved: 12103/98 -1- Metropolitan Dade County N Steel Tech Industries. Inc. ACCEPTANCE No.: 93- 0923.05 APPROVED EXPIRES November 9.2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE This revises and renews the Notice of Acceptance No. 96- 0116.02, which was issued on August 8, 1996. It approves a 20 gauge galvanized steel storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The 20 gauge galvanized steel storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -172, titled "20 Ga. Galvanized Steel Sto nn Panel ", prepared by Knezevich & Associates, Inc., dated July 20, 1998, revision -1 dated November 2, 1998, sheets 1 through 9 of 9, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved d - awings. 3. LIMITATIONS All permanent set components, Included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills. must be protected against corrosion. contamination and damage at all times. 4. INSTALLATION The 20 gauge galvanized steel storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturers came or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERIMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.12 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.13 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A. Makar, P. E. - Product Control E.Yaininer Product Control Division 1W Steel Tech Industries. Inc. ACCEPTANCE No.: 98-0923.05 APPROVED DEC 0 3 9398 EXPIRES November 9. 2001 NOTICE OF ACCEPTANCE: STANDARD CONDMONS Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, 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: "Miami -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. 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. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the 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 time. The engineer need not reseal the copies. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Hehny A. akar, P.E. - Product Control Examiner Product Control Division f. iavni i�t RIDP 10050 N.E. SECOND AVE. M1AMI SHORES. FLORIDA 33138 -2382 Telephone: (305) 795 -2207 Fax: !3051_75(6-8972 WHEREAS, l"JIS Jit- dlJ�'7 hereinafter referred to as the Owner of the (owner) following described property: Legal description/folio# :te 0 a - Block Subdivision _M Tax Folio requests permission to install: [tsphal coma rick pavers [] Landscaping [) Other within the public road right of way of % �� �(03 mac° (address) IN CONSIDERATION of the approval of this permit by the Village, the Owner agrees as follows: 1. To maintain and repair, when necessary, the above - mentioned items) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and/or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligation has been canceled by an affidavit filed in the Public records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized rep tive). SIGN _ d KNOWLEDGE on this Av day of m; G. PEREZ Nornev COMAWSiON a CC936248 Puss EXPOS MAY 14 �4 DONOM IWAXON ANVnnnn� E Nd�AN SIG In the preser A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 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. 1. Legal description of property and street add res : g r' �� /� 3 S 1 4 /t iq O 2. Desdtiption of improvement: C /acs ,��/ {'.� s cZ-IW 7-n I-Za 7t- 3. Owner(s) name and address: -' / r 071"-M� crru. Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: �'�! �5 6 w 5-z S r- 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: S. 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 Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) sigeawre of owner Print Owners Name 14,0 S Z(CP� PeW y �� *-*2./- if y Sworn to and subscribed before me this day of , S02 A Notary Publi<2 C, Q a Print Notary's Name My Commission Expires: 000WSSIoN NUMBER my CO ". 4ha3RiON EXPIRES ..,. — a 7 -)nn) STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that this is a rte@ co or'yinal filed in this office on l` py °t the U day of KITNESS my hand and Ofhcial S aD 2D;, �� IiARVEY VIN, CLERK of Circuit and County Courts Qr Q A.C. Prepared by: '�Lia ce.s Z�C, Address: Al i (1) 23 e'J /\C x 514 331 ,r m-w Zit •a rr a a rl IN 16 Fr. .p SKETCH OF BOUNDARY SURVEY L SCALE: 1 "= z tEl.: :............................. . = ^i:::t:: 6 1�..�.� ::: °:. ............................................ .:....... .: fnd. 8 1 t s ...................... ..... ..... .. ...........................:::: r . 1 pe e� m Re bOf:.. .8 �Y" att' ,. Q 75.00' SIN &R).x _ j -@ 1'd . _ I - ca.Fence � 6� r A.Q 3'x3' l I A �• 1J � Fi r r Cone Stop 1 y i9 24.50' • � � 1265'- � N " 1 STY. C.B.S. RESIDENCE N ° o 0 a i M 04 11.6(f ay l 04 3' $ Porch a 25.00' "! 0.2'd Roofed g c.B.swdi d M .� 13.40' 15.00' Q WM Iron Fence c an 8' 20.3' -� • - fj 2'W rt3 iA Cq set nd. LtJ Reebbar �� 3• 23�• �. - D.Hole Z - 75.00' u") 46 s �� ` 77.o' V B& • Cor. 13' Grossed Pmrkwny M7 : a : _ . halted Parkw � ................... :... ................... . Cn :�: .. ............................... -3 '2 As hal t Pave ment P 5 TOTAL �� 7 T 10 .p N C. 193E F: a vita BUILDING AND ZONING DEPARTMENT ORS' 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33138 -2382 TELEPHONE (305) 795 -2204 FAX (305) 756 -8972 IMM" I, v.A44, c C-sYr contcadorlownw, pic Dd up 2 sus of plans for (adds) _ 391 V )S 10'34 r ce ; from the Buff ft and Zoning DIepubnent on (dato) 0 -4- 4 a /,)L. aw io have co nections done to pans and/or got County damps. I understand that the plans need to be hought back to Mami Sham Bwlding and Zoning to continue the permitting pmeess. Signature 13 i jai zM: Dg. a T'?- OF R.EY 1 " ��'�t Kee-,t Ler. C0- r = S_ ` ON a" l ; CRS' GMM,- S Vo4,2 (b)(1)(b0 retur✓ed 2,1 ea-cA side ® f- Blew ors aid �t�db ✓�' f'�- is�/`"r.' ce�ac�/f Cr�t..7 h�T aa,% `• MIAMI- Leo Barreras ' T.NI. Window & Door Company 601 N.W. 12th Avenue Pampano Beach, FL 33069 MIAMI -DaDE COUNTY, FLORIDA ,%tETRO -DADS FLAGLER BUILDING BUILDING CODE COiiPLIAsNCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET. SUITE 1603 MIAN11. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF PROPOSED ACTION To: Henrbers of the Lirrilrling Code and Product Review Connniuee and TAI Window & Door Company, Applicant PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 in accordance with Dade County Administrative Order 10 -3, which governs the product review process, the Product Control Section of the Office of Code Compliance, intends to issue a Product Control Notice of Acceptance to T.<<L Window & Door Company for Series 330 Outswing Ainnr. French Door w/Sidrlites (reinforced), A'o. 99- 090203, to allow its use in Dade County and its municipalities. To: ,1lenrbers of the Building Cade and Product Review Committee: The documentation being provided to you represents the recommendation of the Product Control Section of the Office of Code Compliance in regards to the submittal of T.IL Window & Door Conil uny for Series 230 Outswing Alrrnr. French Door w/Sidelites (reinforcer!), r,Va. 99- 090203. Under the provisions of Dade County Administrative Order 10 -3, which ,overns the product review process. You must review this documentation. If within 20 days from the date of mailing, we do not receive any written objection stating the reason(s) for your disapproval, this product will be automatically approved. To: T.M. Window & Door Company, Applicant whi firgovernsQh�+ product review process, has issued this notice of action ade County Adrtrirtistrative Order fi0=; rot Section of the Office of Code Com liance, in accordance with ' and intends to issue a Product Control Dade Cou�ty -and its municipal ines, unless a me roe w /Sldelitcs (reirrfvrcei!), �Vv. 99- 0903.03, to be- used-in Notice of Acceptance for your Ser _30 Orrtswrrr =Al tuber of thet Burilding Code and Product Review Committee or ' yourself has any objections. Should you not be in accord with this notice of proposed action and wish to appeal -our recommend ation, ou must make a written rrqucse stating the reasons for your objection(s), to our office within 20 days of the date of mail :—Upon= receipt_of your written request a hearing data will beset So that -youc tnpresent your objections) to the Building de and Product Review Committer. - Sincerely, 4 /roduct Rodrigue Control Supervisor DATE OF MAILING: June 19, 2000 \150450002 \PROD UC'nPRODCNTL \REPORTSlnotice.duc Francisco J. intana, R.A. Director ((�� Mailed by: Al Internet mail address: postmaster @baildingcodeonline.com A Homepage: htip : / /www.buildin- codconline.com T. M. Window & Door Comnanv ACCEPTANCE No.: 99- 0902.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS I. SCOPE 1.1 This approves an aluminum outswing French door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 230 Outswing Aluminum French Door w/ Sidelites (Reinforced) and its components shall be constructed in strict compliance with the following documents: Drawing No PA99230, titled "Series 230 French Door" Sheets I through 9 of 9 dated 10- 21 -99, latest revised on 04- 28 -00, signed and sealed by Ballard L. Argus, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unitapplication of pair of doors and single door with or without reinforced sidelites, as shown in approved drawings. Single door unit shall include all components described in the active leaf of this approval. 4. INSTALLATION 4.1 The aluminum outswing French doors and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this unit will require a hurricane protection system. 5. LABELING 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREINIENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Ishaq I. Chanda, P.E. Product Control Examiner Product Control Division 2of3 T. M. Window & Door Companv ACCEPTANCE No.: 99- 0902.02 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS L 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: "Miami -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. S. 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 purpose. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entiretv. 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 time. The engineer need not reseal the copies. S. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. [shaq I. Chanda, P. E., Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of I MI4� S H ORES V I L LA I� E BUILDING INSPECTION DEPARTMENt! APPLICATION FOR BUILDING PERMIT made for the approval of the detailed statement of the Mans and specicatjons herewith submitted for the build- An described. This application is made compp ante and conformity ) with the Building Ordinance of Miami d all provisions of the Laws of the ,Stat4of F1 X1 ail ordinances of Miami Shores Village and all rules and Division of Miami Shores Village shall 'be compligd with, whether heiei i spe7`7; . A copy of approved ust be kept at building during progress of the work. �l Date *�_ ,19 ,,/' f ol Owner's Name and Addr Street� R.Ilktered'Arohitect and /or Engineer %A�W e r Ar' Name and address, of.licensed contractor 6 VV4V { Location and legal description of lot to be.. built on: Lot_ —Block Su Street and`-Number where ork is to be done State work to be done and purpose of building (by floofil w .y idivisiOn and for no other purpose._ New Building- ✓ Remodeling ___ Additi�n__ ___= __ . Rep No. of Stories__ To be constructed iof_ Kind of foundation �c9 tS A e-. 'T _ ljog€ Covering_-'"' 11 Estimated Total cost of ' provemen $ +�� �� ount of P t Zone cubage required plan Cubage Distance to next nearest ibuilding T-_ _ ize of Building I°t ,¢7 / `� Maximum live load to be borne by each floc I hereby su mit all the p and specifications for said building. All notices with ref ee to the buil ' and its construction may he sent to- The �0 undersi ed aant for this building gn g permit does hereby certify that he understands aucl accepts his obl¢gations as an employer of labor under the F1ori a Workmen's Com ensation Act, being Section i168, Compiled General', Laws of Florida, Permanent Supplement, ' and has _ complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be perfor ed under this permit; and will post or cause to bs posted for inspection) a. the site of a work such public notice or notices as are required by the Act. The undersigned agrees to employ only such Subcontractors, on work ;.W rformed under this permit, as are licensed by Miami Shores Village. + ' (Signed) Ii i STATE OF FLORIDA, ss. COUNTY OF DADE. Before in% the unde signed authority, a no public, duly authorized' to administer oaths and take acknowledgments, personally ap- peared a Sr who, berg by me �nstructh st duly. sworn, ath deposes and says that he is ie above described that a carefullv read the foregoing at Council Approved — NOTE: A charge the Planning Board. _ A re hispection fe materials and /or works iz n; _mod that he did sign the same, to and S�ed before me. State me well known, nd that all facts Member �I Member Date. Disapproved -- —' Date $1.00 will be made for making corrections or changes to this application after approval has been obtained from $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty ihln. 0 Application is;ihei ing or other structure Shores Village, Floridt regulations of the But] plans and specificatior I MI4� S H ORES V I L LA I� E BUILDING INSPECTION DEPARTMENt! APPLICATION FOR BUILDING PERMIT made for the approval of the detailed statement of the Mans and specicatjons herewith submitted for the build- An described. This application is made compp ante and conformity ) with the Building Ordinance of Miami d all provisions of the Laws of the ,Stat4of F1 X1 ail ordinances of Miami Shores Village and all rules and Division of Miami Shores Village shall 'be compligd with, whether heiei i spe7`7; . A copy of approved ust be kept at building during progress of the work. �l Date *�_ ,19 ,,/' f ol Owner's Name and Addr Street� R.Ilktered'Arohitect and /or Engineer %A�W e r Ar' Name and address, of.licensed contractor 6 VV4V { Location and legal description of lot to be.. built on: Lot_ —Block Su Street and`-Number where ork is to be done State work to be done and purpose of building (by floofil w .y idivisiOn and for no other purpose._ New Building- ✓ Remodeling ___ Additi�n__ ___= __ . Rep No. of Stories__ To be constructed iof_ Kind of foundation �c9 tS A e-. 'T _ ljog€ Covering_-'"' 11 Estimated Total cost of ' provemen $ +�� �� ount of P t Zone cubage required plan Cubage Distance to next nearest ibuilding T-_ _ ize of Building I°t ,¢7 / `� Maximum live load to be borne by each floc I hereby su mit all the p and specifications for said building. All notices with ref ee to the buil ' and its construction may he sent to- The �0 undersi ed aant for this building gn g permit does hereby certify that he understands aucl accepts his obl¢gations as an employer of labor under the F1ori a Workmen's Com ensation Act, being Section i168, Compiled General', Laws of Florida, Permanent Supplement, ' and has _ complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be perfor ed under this permit; and will post or cause to bs posted for inspection) a. the site of a work such public notice or notices as are required by the Act. The undersigned agrees to employ only such Subcontractors, on work ;.W rformed under this permit, as are licensed by Miami Shores Village. + ' (Signed) Ii i STATE OF FLORIDA, ss. COUNTY OF DADE. Before in% the unde signed authority, a no public, duly authorized' to administer oaths and take acknowledgments, personally ap- peared a Sr who, berg by me �nstructh st duly. sworn, ath deposes and says that he is ie above described that a carefullv read the foregoing at Council Approved — NOTE: A charge the Planning Board. _ A re hispection fe materials and /or works iz n; _mod that he did sign the same, to and S�ed before me. State me well known, nd that all facts Member �I Member Date. Disapproved -- —' Date $1.00 will be made for making corrections or changes to this application after approval has been obtained from $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty ihln. 0 w�. -.. �.: �.� MIAMI SHORES VILLAGE BUiLDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby ade for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure. here n described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, an all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations spccificatio Building must Division be kept Miami hares village shall be complied with. whether herein specified or rot. A copy of approved p p g g piggress of the work. —� Date......»...........» ». , Ownci s Name and Addre ... ���......��lr� ». »....._ »... ».......r. No:l SItreet Registered Architect o Name and address of Location and legal des Street and Number where State work to-be done aw Engineer...... of lot to be built on: is to be do ose of buil Z ... G �i/ % v � � <L< �' ...... ...... _ ....and for no other purpose. New Building .............. ....... Remodeling.... .. ........ Addition ......................... »Repairs. No. off SStttoories.._, .. .» To be constructed of.. ................ d of foundati ._.......................................... . R Covering.. al.Ltvl°...� . Estimated Total cost of i provements $ .'� �i� _Amount of Permit S _:. Zone cubage required .. ..... ....., .. r ----------- -------- _._ --_-_ -- .._plan Cubage ..... .. ..... _ . ». ......... Distance ._ . ........._._. ~ Distance to next nearest Maximum live load to be I hereby submit aalll t be sent to...,_47 --__- The undersigned apr of labor under the Floric and has complied with tl in the work to be perforr or notices as are required permit, as are licensed b; of Building Lot ........ ...».....» .. »_ ....... byeach floor_ ...................... _..._. ... _ ......................... _ ... .........._._........_ ----- _......._----- ------ _.....------- ....._- - - - - -. -- for to the building and its construction may Iicant for this building permit does hereby certify that he understands and accepts his obligations as an employer a Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, e provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him ied under this permit; and will post or cause to be posted forjpspection on the sit "f the work such public notice by the Act. The undersigned agrees to employ only such ors, on to performed under this Miami Shores Village. p� ( Signed) STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the peared ____ authority, a notary public, duly authorized to administer oaths and take acknowledgments, persozially ap- 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. r< Z Permit No._ _._ Z� 3 - _ -._ -.. Date.._... _..__......._. Read, Sworn to and Subscribed before me. Disapproved ._... . ». Date---- .... ................................................. taryu , e or _ ._.. .._ .» Notary Public, State of Florida (Signed) _ ._ ............. Building Inspector My Commission Expires.,»_ ......»»....» .. ».... »._ _..._. PLA KING BOARD --_- _._ ... . ....... ........... _._... ...DATA Chairman......... .......... .._.... _.. _ . . �._._ _ .._Y .. _ Member ....__. _ ............._ _ ... »........» ..» ......._. _.._� .. Member_...___...._. Member _.... »..... r. .. _ ... _._._._...__.. »... Member ....... -- -..... __ �~... _ .. _» . .. » _ » _ Member . _. »..» .. ...._.». »..._ . _... _. . Council Approved...... ............. _.. _... ___ ___ Date Disapproved ._.»...» -.- ........... ................. ...........................Date NOTE: A ch.►rge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Plannin;{ Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for insm -tion► or faulty materials and /or workmanship. MIAMI SHORES VILLAG E '57 BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT 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, d all provisions of the Laws of the State of Florida all ordinances of Miami Shores Village and all rules and regulations of the Buildin Division of Mianu Shores Village shall be cocipli;a with. whether herein specified car not. A copy of approved plans and specifications M st be kept at building during progress of the work. Date- --�'t' -24 - -- - - - > 1�5 - Registered Architect and/or _ - -- .. - -- _ - No .�G �.- - - Street -_ _ 1.05. - - -- .--- .--- -_ - - -- - Owner's Name and Addr orEngineer------- -- - - -- -- _._ -- • - - - - -- ----- -------- - - - - - - _- -- -- -- -- ---------------------------- Name and address of licensed contractor__ - ±� )y� 0 ING . __ _�QQ N. W - __ _ *V*"_l X _j _ I�8>II�. � - -1?l �i • Location and legal description of lot to be built on: Lot- _ - - - -- — - - -- Block_-------- - - Subdivision_--_-- - - - - -- --- --------------- - - -- Street and Number where work is to be done_ __A8_1 38 N.r'ta.1Q3_ &tregit. #IIti JjQ" Florida State work to be done and purpose of building (by floors) _� I `_ � _ 38�1�i1 1 ili1C _X89_ 4�1.t17 an _ approxt 20- hours__exposvre period.glo� " den. -- - - - - -- — - -- - - - - -- and for no other purpose. New Building------ __�- - --- -- Remodeling-- - - - - -_ A i i ___ Repairs------- - - - - -- No. of Stories _ -------------------- - To be constructed of- __________ -____ Kind of foundation -_ {a' ______ —____ Roof Covering — __Slop- ed-_] aje- Tile Estimated Total cost of improvements $_223_ a _W— _ Amount of Permit $ Q —_ —__- ____--------------- Zone cubage required -_. —__ _ _ -__ __ plan Cubage _ Distance to next nearest uilding_ - ____.0VS'-r 1© Ft --Size of Building Lot - ____-- ------- - -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 app cant for this building permit 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 sub- 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 . e of th ork such public notice or notices as are required by the Act. The undersigned agrees to employ only such suby�gtractors, on t performed under this permit, as are licensed byl Miami Shores Village. J Remarks - - -_ - �___ - -- (Signed) - - - -- - - - -- - - - - - -- - - - -- STATE OF FLORIDA, COUNTY OF DADE., ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take aclmowledgments, personally ap- --------------- __ - -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 co ction, that he has carefully read the foregoing application, and that he did sign -the same, and that all facts therein by him stated are tuetim ell Permit No. -- - 9 = _ Date— _ -� Read, Sworn to and Subscribed before me. Disapproved _ - -_ -- - — Date -- - -- - -- - -- - -- -- -- - - -� Notary Public, State of Florida Buil t �y Commission Expires----------------------------- PLANNING BOARD -_--__ -_- ------- -____- _____.DATE Chairman - - - - -- - - - - - -- - - - - -- -- - - - - Member - -_ - - - - -- - -_ Member- - - -- ------------ - - - - -- ----- - - - - -- - - - Member -- - - -- - - -- - --- Member Council Approved -- - - - -- - -- - - - - -- - - - - -- Date Disapproved - - - - - --------- - - - - -- ----- - - - - -- ----- - - - - -- - - - - - -- -Date NOTE: A charge of $1.00 will be made for making corrections 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 made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE. ELECTRICAL INSPECTION DEPARTMENT APPLICATION FOR ELECTRICAL PERMIT Permit No... ......�e' :� sue... .... Date................... ............. »... »............. Application is hereby made 'for the approval of the detailed statement of the plans and specifications herewith submitted for the building of 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 Miami 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 work. �i ��f Owners Name and Address... /#4A..S1#.J ...!! ......._ ..................... ..................NojffL.IM:.®. A—F e............Street.14, ?.... .; R.................... RegisteredArchitect and /or Engineer ................................ �.. �......_................................................®......:................................................... ............................... Employing Electriciad's Name - .... .......................... —!°"` ._... .:. No.....4 ... 9.... #..�......�!.'' Street......V ...... �G..�.. Location and Legal Description Lot ....... _............... .... Subdivision .................:Y......... Block . ............................... _... Streetand Number where work is to be performed— No .................... ....... .............................................. Street .................................................................... State work to be performed and purpose of building (By Fl oors) .......................... _ .............. »..,.......................................................................................... New Building ........... .................... Remodeling........................... .. Addition .............................. Repairs. ..................................... No. of Stories.................... LIST CHECK m .. Overhead Service Underground Size ! Feeders ................. Conduit ...............Main Sw ............................... Amps.......................... Main Fuses .. ... ». .... ....... . »... Amps Type of Installation— Conduit...... .................. Tubing ........................ B. X .L ........................ Metal Moulding ........ ...... » .............. _...................................... ....»..»..» ..............»---•---.....---............ ......................... - - - -'- ........ » ............................................... _ .... » ....................................... ---- - - - - -- ».. ». ...............7� �' ........ ... ................_....._........ Amount of Permit $ .....l��.� �.................... ...... ............................... (signed)..(1c �!..� ... ............. Veal � Inspector. The undersigned applicant for this building permit 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 subcontractors 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. (Signed) ..-k, ».. .. >..... . ................... »........... Master Electrician. STATE OF FLORIDA, COUNTY OF DADE. I sa Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared................................. ....................... ... .... ....... .... .... ........ . .... .. ....................................... »..» .......... . ...... ............»..............».. ..._ .............. ...._........ 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, and he has carefully read the foregoing application. and that he did sign the same, and that all facts therein by hum stated are true. .... .......... .... ........ » .... ...My �ol......ioa Fsp ire............ »....... »... » »... ...... . ............... » ... .,�li�. State of Florida. » ... . ...... »» NOTE: A re-inspection fee of $1.00 will be made when such re•inspection is made necessary by improper notice for inspection, or .faulty materials and /or workmanship. SWITCH L Ltemr P PLUG F FIXTURES R REFR►O. I IRON R RANGE R RANOS W WATER W W. NEAT. S SPACE S STRIP T TOTAL OUTLETS O OUTLETS R RECE•P'T's N NO. LAM" O OUTLET O OUTLET O OUTLET C CONN. N NEATER C CONN. N NEATER N NEATER CON. LIST CHECK ENT. D DIET. S SERVICE S SERVICE M MOTO" M MOTORS N NEON R RADIO T TOTAL SW. C CAB. T TEMP. P PEERN.., , , 0 0.1 HP 1 1.5 HP T TRANS. CLIST Overhead Service Underground Size ! Feeders ................. Conduit ...............Main Sw ............................... Amps.......................... Main Fuses .. ... ». .... ....... . »... Amps Type of Installation— Conduit...... .................. Tubing ........................ B. X .L ........................ Metal Moulding ........ ...... » .............. _...................................... ....»..»..» ..............»---•---.....---............ ......................... - - - -'- ........ » ............................................... _ .... » ....................................... ---- - - - - -- ».. ». ...............7� �' ........ ... ................_....._........ Amount of Permit $ .....l��.� �.................... ...... ............................... (signed)..(1c �!..� ... ............. Veal � Inspector. The undersigned applicant for this building permit 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 subcontractors 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. (Signed) ..-k, ».. .. >..... . ................... »........... Master Electrician. STATE OF FLORIDA, COUNTY OF DADE. I sa Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared................................. ....................... ... .... ....... .... .... ........ . .... .. ....................................... »..» .......... . ...... ............»..............».. ..._ .............. ...._........ 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, and he has carefully read the foregoing application. and that he did sign the same, and that all facts therein by hum stated are true. .... .......... .... ........ » .... ...My �ol......ioa Fsp ire............ »....... »... » »... ...... . ............... » ... .,�li�. State of Florida. » ... . ...... »» NOTE: A re-inspection fee of $1.00 will be made when such re•inspection is made necessary by improper notice for inspection, or .faulty materials and /or workmanship. MIAMI SHORES VILLA13E BUILDING INSPECTION DEPARTMENT "'- -'; APPLICATION FOR BUILDING PERMIT Application is hcrc�y rade for the approyal 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 Miami 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 an_ d specifications must be kept at budding during piggress of the work. 9r?o Owners Name and Address . ............... &L�MgLtL. Street—­42.3' Registered Architect and/or Engineer.......... . ........ ...... ......................... ................... Name and address of licensed controctor .... .. . ULM .... ami'm Location and legal description of lot to be built on: Lot_.._.._ ... ............................... Subdivision ._- -_.......--_.__.... ...... _......_ .._ ......_...._....... Street and Number where work is to be done.- oeaj State work to be done and purpose of building (by floors) Z�tc� -VZAt... -M4.W.Ae-.=._....._._. ___..__ .- ... . . .......... . . ....._.. .__......... / /..........._.._.. -....and for no other purpose. New Building .............. ............... Remodeling ...__..............._. Addition .......................... Repairs..............._ -_ -..... No. of Stories............... -.....-_ To be constructed of..............- ._ .. Kind of foundation...-. --_.__ ...................... ......... . .......... - Roof Covering..... ............................... Estimated Total cost of improvements ­,�2 n$4L . ............... Zone cubage required ........ ......... Plan Cubage .. . ........ . . .. . . . ...... . . .................. Distance t6-next nearest building......._........_... ........_.__ _..-----Size of Budding 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 besent to ................. .......... . . . ................ . ........................... . ....... ............ .............................................. . . . . . . . ............... . ......... ....... ........ . .......... - The undersigned applicant for this building permit 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 Cenral Laws of Florida, Pennanent Supplenient, and has complied with the provisions 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 insp6t-don 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. (Signed)-- t2jv1--, 7f Z Wm. G. Solitare STATE OF ss. Miami Shores Air Cond. COUNTY OF DADE. FLORIDA, ` Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acimowledgmen% pemisally ap. peared. .. . ...... ­...... . ...... . ... . ...... . . ............... . .. .......... . . to me well knOV44 and who, beiny by me first duly SWOM, upon oath deposes and says that he is the . . . ....................... . ............. . . . ...... . ............. C 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.­­ I I'- , * - 1 Z-2- Read, Sworn to and Subscribed before me. Permit No- - ---------- Date­4---4.-=— Disapproved................................................ .. .. .. Notary Public. State of Florida (Signed) u ullc ildinj Inspector My Commission Expires.. PLANNING BOARD_-..--_ ............ ........... . . . Chairman .... ..... ........ Member Mernber Member Member .. ... .. ........... I Member Council Approved......_ Disapproved . . ............................. ...........................Date NOTE: A ch.►rge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Plannin.- Board. A re-inspection fee of $1.00 will be charged when such re-inspection is made necessary by Improper notice for Inspft-tion or faulty materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERiv1IT Application is hereby made for the approtal 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 Miami 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 piggress of the work. '7 Ownets Name and Address....... ° .. ........... ............._. No. ........ S :.��.. Registered Architect and /¢rrtSinFer...... ............. _. �... .. xaxx»... r9sx••nne :yJxmx:xme- mxmeex•exx• Name and address of licensed contractor.. 5 .a...�....sS...?` _ ._..._........lp. rf . Location and legal description of lot to be built on: t' Lot...._....._ ............................... Block . ................ ..._......... Subdivision .- _.._...._. ......._...._._ .........._ Street and Number where work is to be done_. 2_1 :.�i...,__,1.�.�+. ..... State woA to beoIone4ndrposeEof building (by ors ). w . _ .... .................. _. .......... ......... ...... ................ .... . P, y ...... .._.... ...... __ ........ ..._.._...._..........and for no other OW- New Building .............................. Remodeling .....__................. Addition .......................... Repairs..... A �........ No. of Stories....... - - - ---- To be constructed of........:...• .. ............. Kind o fo ind�ation......-_....................... ................_.......... --.. Roof Covering...... ............................... _.... Estimated Total cost of improvements $..._. .,1(-�.`_ ....Amount of Permit & _...._.. _ ........-_--.....___. 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 besent to ......................•--•----•--------...------•-••••----•--•----•--•--•------•-•-----•--------.....----....--•--•••••-•-----•-•---------------------------•-•-- ••--------- ................... ..........- The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florid{► 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 sub- contractors employed by him in the work to be perfor:ried 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 subcontra work to be performed under this P emit - as are licensed _ b 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.---------- ,•---- •--------------- •- •- - - -- r. _ ._ _.._.. -- ------- - - - - -- -_to me well known, and who, being by me fiist 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. Permit No._._ � ...... Date ._ ... ead, orn to and Subscribed before me. Disapproved ___._ Die C/ (Signed). -_ ...__ udding Inspector PLANNING Chairman .... .............._.........._.- - -- Mernber ...__._...__........._.._.__ _..._._ . .. _.... Public, State Member....__ ..._... .....� _... ......_._ ................._..._ ... _. _ Member .----_.....•...__...._.._ Member .. .. Member Council Approved.._..........._.... __ -_ _ __._ . __._Date Disapproved _._ ___._ .. ......... ............................... .......................•..Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approaal has hem obtained from the Plannin;,r Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PER.IT Application is hereby made for the approval of the detailed statement of the plane and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shares Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami 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. it Date /41 / 19 s" *30 Owner's Name and Address l ��� ✓f� %� Na Street `I/O / Registered Architect and/or Engineer Name and address of licensed contractor ��� �' `��1 /y ��>�z .f". �,/ • J�3 -�rec . �/�[- C�/X�C.3'33 Location and legal pttiion of lot to be built on: oG � cy� , �/ Lot �oG - s0 Block di Subdivision �/A J P J&rZ, 5✓ J JIV Street and Number where work is to be done 3 81 &e. / O �? sToz , State work to be done and purpose of building (by floors), state exterior colors (submit samples) / �'r" &�40A— and for no other purpose. New Building Remodeling Addition Repairs No. of Stories 7b be constructed of Kind of foundation Roof Covering Estimated lbtal cost of improvements $ / 7 .SL* amount of Permit 6 - sR� Zone cubage required Distance to next nearest building Maximum live load to be borne by each floor Cubage of Building I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to -Sly' .3'3 .57�-. 4r-o042akz- Gl-.>r tr'G . 3 Z The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons 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 sub - 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 em 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. Iss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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. Permit No: oz Date ✓ 0 Read, Sworn to and Subscribed before me Disapproved I N Date — (Signed) Building Inspector Chairman Member Member Council Approved Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Member Member Member _ Disapproved Date NOTE: A charge of $25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $25.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. �l }ICt�tffa� - { fR3VOAit�lfcvw�{ iGWuaifWy' OaifG{TWa11�3ti�i�R),Y�ifcC��i€� - fGp�Ua�i -j "- Issued 19 aiami Jhores A iUage 06 S L O S 7 . D A- — Amount - -�1 ! 1-2 N? No. Houses B U 1 L D E R' S BOND KNOW LL MEN BY THESE PRESENTS, that I, Address h in consideration of the issuance to me by Miami Shores Village, Florida, of a permit or permits to consV or repair a building WZ or buildings at the following_ addresses• - • T A& �. . c do, hereby deposit with Miami Shores Village, Florida, the sum , and I agree with said Village that, when such construction shall - fi have been completed by me within the meaning of the ordinances of 'said Village, I will clear all premises and repair any ViNage property damaged by me, C used for the deposit of material or equipment in the construction or repair and that, if I da not so clear and repair such premises immediately upon the t completion of such construed o the meaning of such ordinances, the Village may clear and repair the same anctpa the costs of such clearance atrc� repairs t of a aforesaid and return the remainder to me-, and that, if I shall clear and reps' said pro im ediately, as aforesaid, then said shall be retu ed to me. WITNESS MY HAND and Seal at Miami Shores Village, Florida, iY'� to INSTRUCTIONS TO BUILDER- --When above mentioned construction is completed a e premises are cleared and re0fell; ke this bond to the Village Building Inspector and obtain his approval, after which Miami Shores Village will r nd your money in accordance With-tVe above agmmcnt— _ VILLAGE BUILDING INSPECTOR'S APPROVAL I hereby certify that the construction contemplated under this Bond, has been completed and that the builder thereof has caused the surrounding premises to be cleared and repaired in as good condition as they were before commencing said construction. WHEN CLEARED AND REPAIRED BY THE VILLAGE Amount of Bond . . . . . . . . . . . . $ ills a Building Inspector, M tea Village. Cost of clearing and repairs done by Village $ ^ Balance due Builder . . . . . . . $ Cancelled e9._ By r Du Quesne & Associates, Inc. UTR 16898 Consulting Engineers &vimmental . Civil • structural Testing Laboratory Bu Whv Inspection Services ON SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE PROTOCOL PA 106 ------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: l 1..1.-jL{? •� -.�p0 - - -- -- PeEmit #: 'r+(a T L+ t Job Address: Roofing Contractor: t A Type of Tile: �Sr& ; — 'ro- �! Q Date installed: ' ' • ' r� '� Approximate Roof Height- L'-14 feet Roof At � Z Type of Access to Roof: 4--- Scaffolds Ladder Other Approximate Square Foote of 'rif: 14,00 ft 2 Required Testing Force: 1 Llbs. �� TeStlrlg Equipment: Cliatillion DFIS 100 Date Tested: 44 • Zo _o 00 ---------- »- - - - -�- -- ----- — -- - -- - - - - -- TEST RESULTS P = PASS, F s FAIL' Test Location Uplift Pull Test P or F) Test Location Uplift Pull ; Test (P or F} Test Location Uplift Pull Test (P or F) 1 26 51 2 27 52 3 28 53 4 29 54 5 30 55 6 31 56 7 32 57 8 33 58 9 34'> 59 10 35 60 11 36 61 v 67 ------------------------------------------- SKETCH OF ROOF IN BACK ------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS PA 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE THIS R BMITTE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. _ Please Note: This form is not valid unless 11�A ' ge DI Quesne, P.E. Company logo appears in 'I Engineer color (burgundy) P.E. 24513 Du Quesne & Associates, Inc. E.B. License #0005245 Lab Certification #94- 0318.01 7815 S.W. 24th Street • Suite 109 • Miami, Florida 33155 • Telephone (305) 264 -1425 • Fax (305) 264 -1426 r JOB 2 SHEET NO. OF CALCULATED BY -DATE CHECKED BY DATE SKETCH OF ROOF SCALE NOTES: y , i r�,,1 MIAMI 5HORES'VILLAGE BUILDING INSPECTION DEPARTMENT APPLt"CATION FOR BUILDING PERMIT Application is hereby made for the appro��al of the detailed statement of the plans and specifications herewi submitted for the build- ing or other structure herein descrfbed. This application is made is compliance and conformity with the Build Ordinance of Miami Shores Village, Florida, and all proviA of the Yaws of the State of Florida all ordinances of Miami Shores i ge and all rules and regulations of the Building Division of Miami Shores Village shall be complied' wfth, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. MAY 9T E D W A R D H•. L E W� S Date - - - -•. _H ._- 1 2 9.57 P1 3........'� Y Owners Name and Address .......... . ....... _. ..... . _ .. . _ :.. ---- - - - - -- -- - - - -•- -. - -- No ---- -- ---- -- - -_ Street ._..._ .......... _ ..... - -.............. Registered Architect and /or Engineer...._. Name and address of licensed contractor Location and e . on lot to be'1 buil 8. t on: 2 '? OF ._ Bll�k_._.._ ., ._.. Sul Street and ugber where work is to lie done ........... ...... ._.... State work to be done and purpose of building (by floors), UTTERS New Building_.-_..__._ . .._.emodeling ..................... -:.. Addition .- �................. _ Repairs ------- _- _------- _. -_ -- No. E T A Al L ....... Kind of f da Roof Covering-_ To be constructed of ............._._.... ._._- - - - -. -- - ..._. -- Estimated Total cost of improvements $ ................. ___- --------------- ._..-Amount of Permit $ ........ _._..._..__ ......... ...... Zone cubage required -_...--- _._.._..__ --- ._.-- - - - - -- ___- -Plan Cubage_- ----- __. Distance to next nearest building ---- ---- ------ _ _..___._ _—Size of Building Maximum live load to be borne by each door..;-.-_-__.._ I hereby sub t all the plans and specificatior},s for be sent to.___________ EAV$Ew AwPiING GOB ._._.._. .-. I for; no other purpose. Stories ............... _......... L URA % with reference to the building and its construction may TH STREET - - - -- - - - - - -- -. The undersigned applicant for this building permit does hereby certify that he understands and accepts his o ligatic of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Mori , Penn and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-contactor. in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of a work or notices as are required by the Act. The undersigned agrees to employ only such su retractors on work to be per, permit, as are licensed by Miami Shores Village, Remarks......._ STATE OF FLORIDA, COUNTY OF DADE. 1 89 Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take peared therein b him stated are true. u n oath deposes and says that he is the..___.•-.•------ -• -. -- and who, gg by me first duly sworn, po of the abovvee�descxibed construction, that he has carefully read the foregoing application, and that Y [' as an employer notice x this personally ap- me well known, sign toe same, and that Permit No. __._ __ .Date,._._ .. _ -- Read, Sworn to and Subscribed before Disapproval Dat (signed) ._ .... Ou g Inspector Notary Public, State My Commission Expires ............ _. - t- °..... - P1 ANNING BOARD __. _ ------ —. -DATE Chairman Member Member .. .. . .. . .. ..... Council Approved _- ____.Date Member ---- -------- ._._. - - -__ Member- - .. - __.._ - ...... _.- ............ member Disapproved _._ ...... _— .... .................... .......... .._......_....._____.Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after al the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper materials and /or workmanship. has been obtained from for inspection or faulty NOV -07 -00 TUE Q9:38 AM T & .M .ELECTRIC i t' SERVICE RAISER & LOAD CALCULATION FOR MR, THOMAS WON & J. MESTRB 381 N. E. 103 ST. MIAMI SHORES, FL. 33138 630 5982 TOTAL CONNEC L70 LOAD 49.4 KW. q TOTAL LOAD DM4AND 31.76 KW. = 132.34 AW. A1C 1009/0 10 KW Or 10KW 100% 10 KW - d 40 "A 1(,76 KW TOTAL KW 31.96 KW i Qomemo UAL,[M �LLECTRI' IN & FkaAkwm Cow �Rora CC 0.94009420 Biro 0000051 PHOEOS ) 406-.9692 1464N. W.78AVE APR A OSI PAM 1408 6AL(r FT. R417A N 0. MIAMI SHORES VILLAGE, FLORIDA BUILDING Q a�r� ELECTRICAL N� 410 4 9 Contractor's PLUMBING ❑ PERMIT - tiaenso No. CD ROOFING 0 0 wont to bs performed W%dsr this Pswmh QWna ad Q Ard itect Fermi v o s d + r {t I cc r cc, c�F: , �o 3 o Notarp - - W i,ai Let visiot� gandi -1 W B(. Sq Ft: Radomx a �e of Amount !'? Andrs °� ME � $ �� mit: Bi4diag ,3 This permit is graaced to the contractor or builder named above to construct the building or to install the equ PI'b. or de-ice described in the applies• and with tole understanding that the work wi11 be ptrfOrmed In comPllaxe with at1} don herefor in strict compliance with all ordinances pertaining thereto plans, drawings, statements or specification that may have been submitted to and appio -cd by the Proper municipal autisoritiea. This Permit MAY be revoked if the of are changed without sathorization. Aknn (� + at wW time if the work L not done in compliance with such ardinanots or pleas knowledge the oidinaaces and permit is granted is the undemanding that the contractor or builder Warned above assumes the ezaponsibilitl' for a tLosough and that he assumes rapon- E 4 regulations pertaining to the wort covered hereby whether plans or drawings or in the statements or specifications sibilitt for wort done by his agcats„ servants or emp M 0� l gad. ( SPSCTOR} BY In eo ation of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and rcgulatiam drawings, statements or specifications submitted to the proper authorities of Miami Shores village_ m pestai sad is strict conformity with the plans, it I a respom1bility for all work done by either, myatlf, my aQmt, servant or emploiee. F�- ? BY AUTHORITY or BUILDS1t m I h m 1 I• 0 c� 19.00 j Ag �S"!s� NOTICE OF COMMENCEMENT PERW NUMBER: TAX FOLIO NUMBER: STATE OF FLORIDA - COUNTYOFDADE THE UNDERSIGNED hereby gives notice that improvements wil be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information in provided in this Notice of Commencement Legal description of property and street address: If AJ C A-9 3 S7 A/Ir�l S� Description of improvement: C D L �- 4/ r J , x,,, cod 's Owner(s) name and address: Interest in property. Name and address of fee simple titieho/der_ /yl / j SAfO & S Contractors name and address: 3l Surety. (Payment bond required by owner from contractor, if any) Name and address: _ Amount of bond: $ Lender's name and address: r Persons within the state of Florida des/gned by Owner upon whom notices or other documents may be served as Provided by Section 713.13(l)(8) 7., Florida Statutes, e Name and address: In addlbon to hunself, Owner designates the following persons) to receive a copy of a Lienors Notice as provided in Section 71313(1)(b), Florida Statutes, JA A Name and address: Expiration date of this Notice of Commencement (the expiration date is one (1) yearfrom the date ofrecordrng unless a ddferent date is spec ifieo G%& SIGNATURE OF OWNER 1d,14 tea) Print Owners Name: Sworn to and subscribed before me on this day of — _ g� c�-0© a ✓Personally Known, or Produced ID Oath taken, Oath not taken REV 1/97 KENNETH SHERMAN Notary Public, State of Florida My Comm. UP. May 24, 2003 Comm. No. CC819725 Prepared by. Address: Notary Publi Print Notary Commission STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that this rs a t e copy of the prrgr filed in this office on day of , A D 2D�� ►NrTIV my hand and Official Seal. HAR EY VIN, CLERK, of Circuit and County D.C. By Page 11 of 12 / CLERK Is 'IN Boo V11 MW Mj a. 4 10 "7 N A t� , -Mill 414-16LOW SUR Y ICES 334 7516 0.03 IKETCH OF BOUNDARY IURVEY 'h N ;..i; (XVIT, JP 400 amp � POO r. Mp roll 3P {}.Fiefs 2! I,- _4w) AL Crossed PorkwAy ,N,E, 103M 6TA ------ - E_ T I 0 ��tt'ILrT:CAN. Szsv! -E:Z' 3 Saa 75 :6 lei AL Qraclu ®N; KOCX. ls�., ,> Amwigsm �,�.` o� �P. e� Ali ��1a SUBOIVISiGN ACCOM04NG TO THE -PLAT THEREOF AS RECORMO IN KAT BCCK 1,0. Ar PAG4..� OF THE PUBLIC RECORDS OF DARE COUNTY, FLORIDA LMATI LI UAP NTo 3 4 I L� w 48' ir d 20 23 24 JO' 4Q' zr C kq N.E. 103rd SMEET Thomas Zdon cprIFISo To Andrea F. Alps, Esq. SOLM AdanUa Moms Corp., irs wcasssors wW or assi m AMA Chase MohllntaRn Mw*pt Corp., its VN=Nws Angler assigns, ATIMA Attorney's Ills lnsuranrs Fund wE Hi3RLpY o6IlYtFY TME ATf ARN9p 1Kti'r'C QP lCUNOW IURM Cf MAW" GQ1CRnw+ rrlo 11 A TRUE AND COBS CT AV 4jW?ATION dF A FIBLQ:URVjV Mp&J Mm:R MY EUFVMM AM ISM M UMMUM7900 ICAL ETANGARDS AS BE? By RU 1WtNWT4 plC,",CIV 4'NCR L LAD URV p9 AND IAIMFVK IN CKVIER 4+417-4 OF THE PU AIAA ADWNIBTRAT11t4 GOO4 ►CORB6s. "I A .. lot"} 14 i rt Nli CATS CF FIELD SURV$*t :uf4tlJulpd AIVIBWN DATE: Awican Services ©f Mlimi, Corp. VIQvMw -? t x w • WRVZVcM 3430 LW U76Avw4 SI *e 117. Wsmk PWAP 33173 W!s " WZ0164.711A Wo.,l IoaroADLCa `-1�C`A ATION 1iTAACT OF TITLE IMLL MAR TO BE MAN TO 0ffrRRMl0Sa1C0Rb9D INCRUW11M, IF AM' A ICMG T?1Ii r,CAI<Aty + WOM J6WWA-110N1 AAR BASED ON N.G.v.O. RNATIOw VAATRAL DA'Nb1 OF tern L clwAIFT= WA4 PAO{ADEO TN6 OUVO .NO U41=0UND ^71E6 an IiMAOVEMEXM MV111iN LW ATW. B tt" AS NOT0 .7rlAt ARE NO Vlll&U 9XGx A4MMrNTi OThRA 1)gAN ImMe &4M. Ogg= IV Atr! AF*1im) «Gr + No rt = A4 s =A 04 . vi{. fir e . A IMM 1M 1w , sw4timm .. VWAW'JW tAr • 4" W at &GI • aww" am pagaw +s . M" IF aM.N. v. • u.r raae • in goal, ti• •.yaw gas t + � raft - barr • 4YL• ON" 1WLSAWA00 W ■Rt�� to . Nair so MR W. + xf ow N! G44A • ag0a.1M ua • to 4W ' Yak . rpm VAL NU r4 . MW 90 %a • Mae saws &A • As me "" WT rl + t" 44M • rwso XL e4 • +eeoveev Oraa . •yet v man` LL A . of 04 Aft Ww ixM • ?%" 06 r+ aw ).it . PWT OF ffil. %W AiNft A WiUQN CIO 1A TORRE 1•AWf illm"A LAND aul"AYON ANG MAPPIR Na. iffM vVE OF nON110A 0ATii' HOT %ALA: ;Aug aru= M "S M INW4 c 6104-yLln S" i� ■ r.i 0 . 0. # rf . r so w M .6.i jwtw �� 46--% i i i v -MllaM t l.Nh , S$R V I CES 3A$ 934 791 B 0.03 BKE s CWH OF BOUNDARY SURVEY 79.00' NO) t AA few 4amma ,2.1w Imaact Ne. X1 Roar a ' Air Y� r' Flo. :: G►aued Pwu* NE. 103rd STRE - �r K � N Q O.F1ets Z 0 -'� �. � . ww �.r T� r•. -.rrr err i..rr`+r�n,`.. ..•. ..�•aQ"r1.1 +MMILPQICAH.SERVICES 3r� ­ W- 564 7516 P.912 MAL awful] 'M L0T.Z&.Ahjj2 jr Wr 29F JA &Mow . M I SUBDIVISION ACCORD N13 TO THE PLAT THEREOF AS RECORM91 IN PLAY 800K--LO_ AT P OF THE PUBLIC RICORDS OF DARE COUNTY, FLORIDA LOCATION an R ism E 4 3 a ' lot lW lot -sr 118 Wd 20 E4 43 24 ie s�' �q h N.E. 103rd STREET Thomas Zdon e a,rpso To Andres F. Afos, Esq. ! SwIlh MIR110 Mortgage Cwp., its w4msom and/or esalgne, A nMA Che>Ife MOM M010411 M06PP Corp., IN sucwaaor$ after eseigns, ATIMA Atlomey's Illlo insurance FuM ! M HrpllY QrLMvY THE ATtARNRp r11tM OF AOLIMQART 1{UMY OF W A1IU" DiSCIRAMW 0tMP I'V IS A 711,15 AND COMICT i AM GINTATlMN OF A FIBLD I�URVp MAOGUN 1rR MY &UPRAW41014 AND MIMI TH A1IMUMUM TEOM MAL STANQAAD6 AR SET BT TN5 '; Ft Al OOA QP pRd� p111061AL LAMD 6URVp0R6 AND mAPf5RS, IN COMMI 04174 OF THE It LQRICA ADMINISTRATR Com PUA6IJANT T ICTIO 472-W FLORIDA STATUS, j ADDRBBS: ,W i lfiti, s48 NuM9E11t: -!! ,. OATS OF FIELD SVRVOY: uii L _ &do 6 REVISION DATS; American Servim of Mland, Corp. i> OR►iS AS — PLANNIMI . WRVZVOM LS 6683 3110e.1v 1376AVentk*v Ill. Wwm6 PwW3317J '4 AYIO 9St'RAOT OF T +TLB V1N4L j1A1t5 Ta SE MApE TO I�TSRNHNB AaCORDEs7 INSTIIL►MtSNts, iF MYI► AF PROPSl11"I� SL6V�In E AAR SASEO ON N,4.v.D. NATIONAL CAL QA'WEt Oa 1ST •lBGAI D56CRtPTIi�I III •TrRA! AINIE MO YIYIBIdl6 �Cpq�1C1VjINTEMAN�P B►q�Ylft " "� LOCI►tit0 EXCEPT IIQ NCTiD �►MIOt+un� !r IM A/Ptd l a "41w w w. 1. low am paw W.'am61i"M DwwR aWoi: t at WWI T b" ■ a oft NU Mp ua,an r K�an"M,Mg sa •OIL! jg#MM &A . AN MIWM !Mr *$M • waft ftm s0 • RCOAmO LLS 4 Y* 44 Am IM Mw a ,ew qAi ap *to FBCT�1a TH16 WITS PACy090 qlfpo a M! a,R 114 Yi. * Y11. f�Olf f •s, . " j Q Olrahl! a ` PAOF18110NAIo LAND 3UlRWBYOR dylP. • ir�Cil M ANC MAPPSR NiL 111M b" ■ a oft NU STATE OF FLORIDA f4 . 1Wo DATi' Yi�L4 • Co, 199.0 -.... i sC M. Mw oe WT VALID tJV" WALSO WITH AN BNKMO law"" �•�_ Y '0 . ,KMiiP 9% ,�I� �A 4% /lt.i' Yf 1. ,-d M .IF..A..A A. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. Y g_ ' AX FOLIO NO.� STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 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. OR L'k 24499 Ps 44791 tlns) RECORDED 05/08/2006 10:55:14 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUNTYP FLORIDA LAST PAGE 1. Legal description of property and street/address: MD j-)"3_ S3i D NZ b S SEFC. 2 �`� 1(� 14-' 22 W °/2 1 o� ELK LOT _I aL95y• 3L \V2 0-k 'L.o(D1 2. Description of improvement: W 1 pu"V &`T . 3.Owner(s) name and address: c­� yaga e Z Inn ti071> �!> M1PrM� 2 _ °S P—L . Interest in property: Name and address of fee simple titleholder. 4. Contractor's name and address: V�_�i" C'DA-sy ` -r Oros ,% Imo\ -V At\ h\/o,1Pi',t,AiA111 V-5,taAr" G'? •�: E . COUNTY OF DADE 1 0. 5. Surety: (Payment bond required by owner from contract Name and address: A D rMa Amount of band $ HARVEY RUVI UL�Kl ,f C arF and Courts 6. Lender's name and address: D.C. 7. Persons within the state of Florida designated by Owner upon whom notices or other docum*ts may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners 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 Notice of Commencement: (the expiration date is 1 year from the date of recording unless a diffV t date npegified) Signat,r of Owner Print Owner's Name :1 �S��l V I RTUL Sworn to and subscribed before me this 4L_ day of M a,CJh , 20Q_(.p. 'r ' , . ' �- - " a , WOE .�.��.. �.y Prepared by L i L4 �r Ad ss: L-4 10 _7� �jl�' GLAZING OPTIONS: , CONSISTING OF AN o90 PVB INNER A Wpb- ( 350) LAMINATED SAFLEX /KEEPSA•FE MAXIMUM BETWEEN (2I) UTES OF 1/8' ANNEALED GLASS. 13. DU( ILAMINATED OR AFLEX /KEEPSAFE MAXIMUM BETWEEN (2) PONT BUTAC LIT£S OF G 1/8" HEAT STRENGTHENED GLASS. C. 3 /816-8 SPACE AND 5/16- 0NSSIIST11 GTEDFGLASS- HEAT 7HE 5 /16CLAMINATE�55, COMPONENT CONSISTS OF AN .090 PYB LAYER OF,DUPONT OR SAFLEX /KEEPSAFE MAXIMLM BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE. OF HEAT STRENGTHENED GLASS. IG D. 3/806 IR SPACE AND GLASS 16 CONSISTING OFGLASS. HEAl HE 5 /16GTWa NATEO�S COMPONENT BETWEEN (2)L TES OF DUPONT /8 HEAT STRENGTHENED GLASS. 2. CONFIGURATIONS. XO or OX 13. DESIGN PRESSURE RATING: SEE TABLES 1 -3 ON SHEET 2 74" MAX WIDTH 33 5/8' MAX 33 5/8" MAX DAYUGAT — DAYUGHT OPENING I OPENING ve 57" MAX VENT DAYLIGHT OPENING 6' AMAX —`TL ���— I 8' MAXX 6' MAX, 4" MAl 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE x DESCRIPTION IV T j ` OTY. /LOCATION ALUMAX. 819225 .4 _ IN41AI FX 4. ANCHORAGE. SINGLE ROW OF FASTENER S LOCATED AS FOLLOWS �EntR>LYUVtean a�, .�wara4a HEAD & --5JLU MAX. • 6 FROM %ORNERS. MAX, 4" dt 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. ry y,i MAX 15' SPACING. ue blw ! � ',•" FROM CORNERS.+ MAX 12 1/2" SPACING. F. K. 12.29 03 C- RE1iO4E My 29 GIilSS 5. SHUTTER REQUIREMENT: NO SHUTTERS REQ'D- •F.K. ; 7 23 dJ A 993 ;v fay 26 6. REF. TEST REPORTS: FTL -1969 do FTL -3740 e. F.K. 4 J. E- 2,16 AM 129 -I32 P K. 6/02 D- R£V7SED YO 1 • I i _ •• • D.B. 2 16198 0000•• 1 { I INDul7SA wK�v 1` ► �4(� ��'� 1070 TECNNOLOOY ORNE ALUA�IINUM HORIZOA41•Al! 34275 •S l "Oros. FL SM..� S -1.+ ..i (4Wa11.. 0%6 P.F P.O. OOX 1529 N S 1 - d •� • • • • NOKOUIS. FL 34274 H$ -710 - ^- 0000•• 0000 0000 0000• • • ••• • • MlsILE •.... .• *: N •00 DOW •0•0 41 •0• •• • 0000•• • • 0000 0.00.0 0000 • • 0000•• 0000 • • N 58 L /4" MAX j FIXED LITE �. DAYLIGHT OPENING I HEIGHT ve 57" MAX VENT DAYLIGHT OPENING 6' AMAX —`TL ���— I 8' MAXX 6' MAX, 4" MAl 4" MAX SEE NOTE 4 ON MEETING RAIL ANCHORAGE x DESCRIPTION IV T j ` OTY. /LOCATION ALUMAX. 819225 .4 _ IN41AI FX 4. ANCHORAGE. SINGLE ROW OF FASTENER S LOCATED AS FOLLOWS �EntR>LYUVtean a�, .�wara4a HEAD & --5JLU MAX. • 6 FROM %ORNERS. MAX, 4" dt 8" ON EACH SIDE OF MEETING RAIL CENTERLINE. ry y,i MAX 15' SPACING. ue blw ! � ',•" FROM CORNERS.+ MAX 12 1/2" SPACING. F. K. 12.29 03 C- RE1iO4E My 29 GIilSS 5. SHUTTER REQUIREMENT: NO SHUTTERS REQ'D- •F.K. ; 7 23 dJ A 993 ;v fay 26 6. REF. TEST REPORTS: FTL -1969 do FTL -3740 e. F.K. 4 J. E- 2,16 AM 129 -I32 P K. 6/02 D- R£V7SED YO 1 • I i _ •• • D.B. 2 16198 0000•• 1 { I INDul7SA wK�v 1` ► �4(� ��'� 1070 TECNNOLOOY ORNE ALUA�IINUM HORIZOA41•Al! 34275 •S l "Oros. FL SM..� S -1.+ ..i (4Wa11.. 0%6 P.F P.O. OOX 1529 N S 1 - d •� • • • • NOKOUIS. FL 34274 H$ -710 - ^- 0000•• 0000 0000 0000• • • ••• • • MlsILE •.... .• *: N •00 DOW •0•0 41 •0• •• • 0000•• • • 0000 0.00.0 0000 • • 0000•• 0000 • • N :OMPARATIVE ANALYSIS TABLE I. GLASS TYPES A& C A. 5116" LAMINATED (1/8" ANNEALED, .090 PVB, 3/8 ANNEALED) 3/16" LAMI I.G. - 1/8 "HEAT STRENGTHENED, 3/8 "SPACE, 5/16 LA WII�1J08� NE GHT SNGHTENED, .090 P 8 "A C. 1 60.000 61.000 NNDOW 4"4.000 50.625 59.000 26.000 38.375 _75;p 66.7 -75.0 66.7 -75.0 WIDTHS _ _ =75,0 66.7 -75.0 -75.0 1 66. 53. -75 .3 1 -4 1969 & Tao -75.0 ;OMPARATIVE ANALYSIS TABLE 2. (3LAbb i r V-- - -- - B. 5/16" LAMINATED (1 /8" HEAT STRENGTHENED, •090 PVB, 1!8" HEAT STRENGTHENED) - 1l8"HHE STRENGTHENED, 318" SPACE, 5/16 LAi411 IN00 HESGHTS GTHENED, .090 PVB, 1!8 "HEAT STRENGTHENED) 63.000 D. 13/16 LAMI I.G. W 61.000 WINDOW 59.000 60.000 26.000 38.375 44.000 50.625 56.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 WIDTHS 66.7 -75.0 66.7 -75.0 66.7 -75. raooucr � �, -75.0 66.7 -75.0 •66.7 -75.0 66.7 -75.0 26.500 66.7 -75.0 66.7 -75.0 Q. 75.0 66.7 -75.0 66.7 -75. 66.7 -(5.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 rio 37.000 66.7 -75.0 66.7 -75.0 66.7 75.0 66.7 -75.0 66.7 =75.0 44.000 66.7 .75.0 66.7 -75.0 66.7 _75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 mom.•• 53.125 66.7 . -75.0 66.7 -75.0 66.7 _75.0 66.7 -75.0 66.7 -76.0 66.7 -75.0 66.7 -75.0 66.7 ' -75.0 66.7 -75.0 a 60.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 -75.0 .66.7 -75.0 66.7 -75.0 66.7 -75.0 p�4+"• 63.000 66.7 -75.0 .66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 75.0 66.7 -75.0 66.7 75.0 66.7 73 5. 66.7 -72.3 66.000 66.7 -75.0 66.7 -75.0 66.7 -75.0 66.7 75.0 70.000 66.7• -75.0 66.7 -75.0 66.7 _75 0 66.7 -75.0 66.7 -75:0' 66.7 75.0 66.7 74.9' ter•: „r.�•. - -_ &6.7 74.000 66.7 -75.0• 66.7' -��� F.K. 12 29 0 F- �up ATE TABL - - ..e J F.K. 7 23 03 F LA•tEGi TX�iE • • • • F 44 03 f -A0 )'1 I6'I.C. •S •••••• • ••• NOTE S• F. .9 %5102 0- REvI5C0 �A8(Er • • • • • • a.: • A. NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES TR1�S D.B. 2 g 9e • • • • • • • • ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MUMI -DAOE COUNTY). "IN odoe4uOU GLASS TYPE COMP,444 ANAL Y IS • • • • B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES /� `���, G • Two ASTM £ 1300 -98 (AND ASTM E 1300 -9d OUTSIDE MUM! -DADS COUNTY }. �! ' ' ,oro ALUMINUM HORIZOf�7'•L••SL100C•lV�ND0P •• NOKOWS. f.1. 34275 s••ra Sn.• • Or•rNp +• • s.. /++0!•4 w• �f • • 4.1.12• i'' • • C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLI CABLE IN MIAMI -OAOE COUNTY. a 1 a r4" P.C. eoK X529 NTS 2 veY29712 tloKO111S, rl s42r+ HS -710 • • • 000000 0#00 0 It 606:66 :0000: 00 0 stiu� It 5 /i6' LAMINATED 13/16 NOM.. 1/8' HEAT —_ STRENGTHENED GLASS .090 SAFLEX KEEP /SAFE MAXIMUM OR DUPONT PYB INTER LAYER G 1/8- STRENGTHENED ANNEALED CLASS 3/8' AIR SPACE 1/8" t1EA7 STRHNCTHENEO GLASS rn S REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 1/2' CLASS BITE TYP. IN I •1/2. CLASS BITE INSIDE 1/8' ANNEALED GLASS— '090' INNER, LAYER (DUPONT W /BUTACITE OR SAf1.EX/KEEPSAFE MAXIMUM) I 1/8. HEAT STRENGTHENED — CLASS 13 —1/2' CLASS SITE INSIQE .090 INNER LAYER — .(OUPONT.BUTACITE OR SAT.EX/KEEPSAFE . MAXIMUM) 1 /9' HEAT STREC�ENED S'- .— 1/8' ANNEALED GLASS roobOCT RZVM b .im tw 71nSM no.Ae.. Ed M r.n ' 4 1. OJ A." .i - I.G. •••• E —ADD IJ 16' • • qxsiT r. K. F.K. r• 0000 6/02 D —A00 GffS : • • • • 2 18 98 •• ••• �' 0.8. ♦• • •• ••• v WPM SECTIONS • & GLA �'1P/f��•l�ETAlLS :. ..: I 4 l07o TectilNa ocY omvE ALUMINUM HORIZ x.• • • • NoxouNS. � S42,s a1�•� 2• RObsN L. WAt P & pE pJxiuB� P.O. 80% 1519 NOCOLIS. ii Jt276 NS -710 1'� I S .� 4�• �J• • • 0000•• •666•• • i • • 0000 6000•0 6 • • • 0000 • • so •• • i r•-- 2.710 ROUGH• OPENING .500 MAX. FIXED LITE AG DAYLIGHT OPENING 12 29 Aax. 13 3 HEIGHT .�FRIOR '3 5 9 2.094 a .500 2.710 .� ROUGH 6 OPENING 5 v nnuA � ROUGH OPENING MAX. VENT 2. XT RI fiAX. WIOTF MAX . DAYLIGHT OPENING � 2 9 30 g 1dAX. OA - _ - 17 i v. �--- 2.643 --TI no10ffdi USJ-1 ' ii n \ ROUGH OPENING .705 .500 rww.)'T � 0Nrlda mrr.° 0-5 t2.IX� n� Rwdee F.K. i2 29 0 C- REICIEMY28 F.K. 7 23 OJ f -1V '10 im pR F, K. 4 03 E AOD 129 -132 f 0000 • 0000 • ••• F.K. 6/02 G TYPP s r� ,� Wtrr •• f ••• • 7• - D.B. 2 18 98. • IN US E o tyut,: 00000:0 • • •• ••• � -SECTIONS & GL4Z�WO TAILS' • 1070 COLgS. .00r oRVe ��• •WINDOV ••: l NOKOUIS, Fl, 34273 ALUMINUM- HORlZON7'/;� S!-!DI . �.r7Lt eJ•k J­­ TS • • An/?:4 N^• • • • • R� • • • R LCWLP.E. P:o. BOX 1529 4 r 4112 • g6 Rox01RS. IL 34274 HS -710. NTS i • U. • • • 00 000 • • 0000. •000.0 • • • 0000 • • • • • 0000•• • • APPROVED NES• 2x WOOD BUCK .1• USE ONLY MIAMI —OADE COUNTY APPROVED ELCO TAPCONS.A (SEE NOTE 3.) 2• REFERENCE TEST REPORT: FTL -1969 do FTL -3740 �— 3. SEpA�RATEONAND TO TO THE SUBSTRATE BUILDING OFFICIAL. INEEREO APPROVED :� • f: 1 1 /4" fiIIN. _�� W000 BUCK ,' 1 1f q LAIN, 4. INSTALLATION OF ix WOOD BUCK TO THE SUBSTRATE 70 BE ENGINEERED SEE NOTE .4.) :' ' �. SEPARATELY. 1/4" MIN. - -�'�(' I/ „ lA"X I SHIM 1 /4• MAX. SHIM 1 1/4" MIN. 1/4" MAX. SHIM SHIM .J 12 WOOD SCREW AG I F 3/16' TAPCON (SEE NOTE 1) O -rypjQA__H FAO 9 TC-1ON 112 WOOD SCREW •Typl 6 HEAP SECTI01N W000 ANCHORING cA _ SO TRAT ANCHORING ©3/:6" TAPCON " (SEE NOTE 1) APPROVED Q G p�12 WOOD SCREW APPROVED 2X W000 BUCK /� WOOD BUCK (SEE NOTE 3.) &3/16- TAPCON (SEE NOTE 4.) TypICAL JAMB SECTI (SEE 41) TiPI AM WOOO ANCHORING BSTgATF' ANCHORING 1/4" MAX. SHIM pbeA le1sW 2O1e 1/4" MAX. SHIM F.K. f2 29 0 C C%C !d t>�Xt d /t 507 1 1 / <" MIN. F. 7 13 OS F— RfN01E J /d tMCQVS • • • • -- w. ^' • • 1 1/4" MIN. •••• • ••• • APPROVED l/ D.B. 2 16 98 • • • • i • l�/ INDr__Sr�___. 2x w000 BUCK °"` 0""` 000000 • • • (SEE NOTE 3.) ANCHORAGE • • • Ne i Sill SECTIO loco _ o JIH! s.w.: ORIZQ%4s SL9 /Q• •Q ••• NOD� • 000 AL SILL SE_ I N WOOD ANCHORNG --Tr 7d• ALUMINUM H •• N •RIN p va n342 hMomM 7 NiS 5 °' b •` i� Swdunl ' • • • —...{. {--- .705 IN DU IFS .062 G`r (li �oDeM1L. CYAt P.E. oE•p9117 16 7EOHNOl00: °a""E NOKO:IIS, ti N275 P.O. BOX L529 wmui5. R 3427L 1.187 -.- .062 2 »784 1.403 ,737 ZO FIXED MEETING RAIL 6063HS -T54 ALUM. 1O FLANGE FRAME JAMB 6063 -T5 ALUM. 1.057 — .062 II .723 .678 —� •• .050 _688 SO S/16" GLAZING BEAD © WIND LOAD ADAPTER 6063 -T5 ALUM. 6063 -T5 ALUM.. SUOII Q40YIN00 1.187 f 2.074 .0.62 O FRA 6063LL ADAPTER ALUM .062 1 1 -83 1.349 - i -'--"I 10 SASH TOP & BOTTOM RAIL 6063 -T5 ALUM. REFERENCE TEST REPORTS: FTL -1969 & FTL -3740 _l. .062 1.187. 1.081 O SASH MEETING RAIL 6063HS -T54 ALUM. 062 1.373 1.273 2.710. -� 70 FLANGE FRAME HEAD 6063 -T5 ALUM- . -L t- 1,097, '68�3 `(� � ,OSO 00 13/16" GLAZING BEAD 6063 -T5 ALUM. ` .062 � - - 1.349 1.291 1.9 1 °' O SASH SIDE RAIL 6063 -T5 ALUM. .062 --li^— 2.094 1.122 --j- T— I-- 2.710 -'-1 ® FLANGE FRAME SILL 6063 -T5 ALUM. rs05ucr RKVIUn !ai�-. f, IN DU IFS sa -,. F.K 9 F.K. PBe +: 11 EXTR.U� G`r (li �oDeM1L. CYAt P.E. oE•p9117 16 7EOHNOl00: °a""E NOKO:IIS, ti N275 P.O. BOX L529 wmui5. R 3427L ALUMIN t.h HS-710 : •••• •• ' •:• • • •• MRonF1ccls:--- SUOII Q40YIN00 ae.: w • a. ?I." �. 4 1 L . •• •• •• • •••••• • •••••• • • 00 00:09 0 I I, M 1 A M �DADE 13UaZUNG CODE COMPLIANCE Ol{ MCE (BCCO) PRODUCT CONTROL DMSI0N N'Ti-x 'CrFt. 0F A CCLAFTANCE (NO P GT Industries 1070 TechnologY Drive Nokomis,'FL 34274 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• o NRJW-DADE C0UrV:FW A • • METRO- DAD° FLAGL:T.t.VT!![bn6 d • . , 140 JVM FLAGLER STREEt, (A14 FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 75.2908 • • • Of • • • . • • • ••• •• SCOPE: gu n the use of construction materials. This NOA is being issued under the applicable rules and re Iations aoveming The documentation submitted has been reviewed by Mi, D� County ade CoProduct nd o heir areas vIherena Ibvl°d h by the Board of Rules and Appeal @O) to used the Authority Having jurisdiction (AHn. reserve the right to This NOA shall not be valid after the expiration date. areas other than. Miami Dad,, County) r3'. product Control in Division (In Miami Dade County) and/or the Ali? ( ses If this product or material fails to Perform have this product ox material tested foz'quaur5' assurance Pr and the AHJ may immediately the accepted manner, the manufacturer will incur the expense of such testing revoke, modify, or suspend -the use Of Such product mi material ade County Product Control Division that sthis product or to revoke this acceptance, if it is determined by Ml applicable building code. material fails to meet the requizements of the app This product is approved as described herein, and has been-designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. Window AFSC n02I: S, ,a& 710" Aluminum Horizontal Sliding APPROVAL DOCUMENT• Drawing No.4112, titled "Aluminum Horizontal Sliding VTindow ", shits 1 through 6 of 6, prepared by �T Industries, dated 2116198, with revisions 12129/03 signed sealed c Robert L. Clark., p.B•, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Mum,-Dade County Product Control Division. MISSILE FACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the prove .,u unless s name or logo, city, state and following statement" ^Miami -Dade County Product Control Approved ", unless otherwise noted herein. the performance of this product. RENEWAL of this NOA shall be considered e� affecting al application has been filed and there as been no change in the applicable buDding code nega y lion date or if there has been a revision or change in the TERMIN,kTION of this NO-- will occur after the expiry scs Shall 'automoticolly tezzninata this NOA. Failure to comply materials, use, andlor manufacture of �e product or press. Misuse of this NOA as-an endorsement of-any product, for Saks, advcr ising or any P�I'O and followed by with 'iny section of this NOA shall be cause for terminyithe woremoval Dade County, Florida, ADVERTISEMENT: The NOA number preceded by portion of the NOA is displayed, then it shall the expiration date may be displayed in aAvertising literature. If any p be done in its entirety. provided to the user by the manufacturer or its distributors INSPECTION: A copy of this entire NOA shall be Official- and shall be available for inspection at the job site at the request of the Building y denct page E-1 and F-22, as well as This NOA revises NOA n 02`0305.02 and, consists of this page 1 and P approval' document mentioned above. NOANo 03 Q672.06 The submitted documentation was reviewed by Theodore Berman, P•E- EXpirafro N.OA: o 0 20, 2.07 �.. o Approvall'}ate: April 08, 2 Page 1 �Ir7llv • • ••• • • • • • MIAMI SHORES VILLAGE BUILDING DEPART NT 305 - 795 -2204 Building Inspection Request Date Type Insp'n� Permit No. F i PW J" ; Q-7 Name Cut) f r Address 5.27 2-K-1 Company E) f %Y) CS -^ C Phone # / 1 Inspection Date Approved ❑ Correction ew ®� Re -Insp' n Fee ❑ A 10 t � a 1. vsmdffiwh MIAM M MID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI.DADE COLS TTY, F•LORIpA . • • METRO- DAHE�I!D LF�t4UPMWI • : : :'. 140 WEST FLAGLi ji 3TMT, SVITE:643 • • • • MIAMI, FLORIDA 33130 -1563 (303) 373 -2901 PAX (309) 373 -2905 •• • • • •• ••• •• NOTICE OF ACCEPTANCE (NOA) ......::. '. PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami. Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIU may immediately revoke, modify, or suspend the use of such product or materi al within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045.8, titled "Aluminum Casement Window, Impact", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, PE., bearing the Miami Dade County Product Control Revision stamp with the Notice Of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job: site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 . consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA Nn 0.3- (1611.02 Expiration Date: May 22,20M Approval Date: October 9, 2003 Page 1 *T) MIAMI.DADE COLS TTY, F•LORIpA . • • METRO- DAHE�I!D LF�t4UPMWI • : : :'. 140 WEST FLAGLi ji 3TMT, SVITE:643 • • • • MIAMI, FLORIDA 33130 -1563 (303) 373 -2901 PAX (309) 373 -2905 •• • • • •• ••• •• NOTICE OF ACCEPTANCE (NOA) ......::. '. PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami. Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIU may immediately revoke, modify, or suspend the use of such product or materi al within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUMENT: Drawing No. 7045.8, titled "Aluminum Casement Window, Impact", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, PE., bearing the Miami Dade County Product Control Revision stamp with the Notice Of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job: site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 . consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA Nn 0.3- (1611.02 Expiration Date: May 22,20M Approval Date: October 9, 2003 Page 1 • •• •• • • • •• •• ••• • • • • • ••• • • • • ••• • • ••• •• • • • • • ••• • • •• • • ••• ••• • • ••• • • •• ••• •• • • • •• • •• • • • • ••• •• •• ••• • • • • • •• MIAMI SHORES VILLAGE BUILDING DEPARTMEN 305 -795 -2204 Bu'lding Inspection Reques Dat I Type Insp'n % �1 Permit No. Name V Address +" low Company Phone# Inspection Date Approved Correction Re- Insp'n Fee ❑ I T NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3116" ANNEALED GLASS AND (1) LITE OF 3116" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. OMPRISED OF (2) LITES OF 3/16" D. 7116" LAMINATED GLASS C HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB- E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (11 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE A %D GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE. MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTIR E 1300-98 .(AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOTAPPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR-XX"CON 4. F. FOR 44 -1 "XOX" &"0' CONFIGURATIONS SEE SHEET 5. G. FOR J -J4 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLC .A /S: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED -ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCCNS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 ANC FTL -3729 NOTES n>ECWocacro,: M _ roo�cOM, Fl. MM ALUM11 P.J. 80X 1629 s.r"rwwe 10=111 Fl.34274 visibly Better CA-740 TABLE OF CONTENTS NTS I 1 s 12 1 7045 -8 PRODUCT REVISED an co"tpiyi"g with the Floma Buidiag Code Acceptfmce iie -a 1 • D�bi� AWING TABLE OF CONTEN TS �000�o SHEET rNOA .......... ............................... 1 G DETAILS ........................ 2 ONS.. ............................... 3 4 DESIGN PRESSURE TABLES....... 5-8 SECTIONS....... ............................... 9 CORNER CONSTRUCTION........... 10 EXTRUSION PROFILES ................ 10-11 PARTS LIST ..... ............................... 11 ANCHORAGE .. ............................... 12 D. 7116" LAMINATED GLASS C HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB- E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (11 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE A %D GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE. MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTIR E 1300-98 .(AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOTAPPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR-XX"CON 4. F. FOR 44 -1 "XOX" &"0' CONFIGURATIONS SEE SHEET 5. G. FOR J -J4 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLC .A /S: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED -ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCCNS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 ANC FTL -3729 NOTES n>ECWocacro,: M _ roo�cOM, Fl. MM ALUM11 P.J. 80X 1629 s.r"rwwe 10=111 Fl.34274 visibly Better CA-740 TABLE OF CONTENTS NTS I 1 s 12 1 7045 -8 PRODUCT REVISED an co"tpiyi"g with the Floma Buidiag Code Acceptfmce iie -a 1 • D�bi� •000 �000�o . o000 • o000 • 000• ..... ..•..`71bf•�•' G � • • • o000 . •000 lee o000 • o L.A. Tumor, P.F_ • see: go o PE554alp o • M"cYa"loao • .090 SOLUTIA OR DUPONT PVB INNER LAYER 1 /8" ANNEALED GLASS 1•-- 1/8" HEAT STRENGTHENED GLASS 43 46 (B8 .65" NOM. 13/16" 806 40 GLASS BITE 5/16" LAMINATED COMPONENT 118" HEAT STRENGTHENED GLASS 3/8" AIR SPACE 090 SOLUTIA OR DUPONT PVB INNER LAYER 1 /8" HEAT STRENGTHENED GLASS 1 /8" HEAT STRENGTHENED GLASS 43 46 5/16" LAMINATED 65" NOM. 5 GLAZING DETAIL 85 GLASS BITE HEAT STRE 88 X90 SOLUTIA )M. BITE lG. IO707ECNNOLOGYORNE MOKOMIS, R 34273 1VOtC d. A. 34274 44 13!16" I.G. J � GLAZING DETAIL GLAZING DEMILS jocwy— - ALUMINUM CASEMENT V Visibly Setter s'''"b&t a� CA-745 , 2 d ?z • • • • r•• 0 • 10• .•.• 0000 • •••• • PRODUCT REVISED at complying nilb dig FIWMA hawing Code Acccptann No OZ F ration Dale Mom P C••MOl • 0000 e • • • • ••• 0000• 0000• • , • • • 0000 • • • • 0000. • 0000 •• • • •Lucas A.T"rt , P F- a PE 459" • • • • • MadAnicat • • IMPACT 7045-8 a.r C • • • • r•• 0 • 10• .•.• 0000 • •••• • ANCHOR 1 112" /(_LOCATION 7P. CENTERLINE 2" tit 1 11 \ 3" MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) ANCHOR LOCATION TYR wAi"Il1"= � —1 1 1 7• 7° 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOME 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. I� 4" MAX. 4T MAX. ,x a 3/f 7/03 A AEVdEANCNO t _toom ll I CMNGESHE 30" MAX. DAYLIGHT OPENING 134" MAX. WIDTH 53" MAX. DAYLIGHT — \ OPENING ® DENOTES HINGE 74" MAX. WIDTH MAX. LOCATION AT HEAD & DAYLIGHT SILL OF "X" PANELS, DAYLIGHT OPENING TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. f 4" M� Al 4" MAX, i---I' 14112" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) 30" MAX. DAYLIGHT ® NOTE: "X" PANEL MAY SWING OPENING � IN EITHER DIRECTION AX. IHT 56" MAX. PRODUCT REVISED DAYLIGHT "sldinCoie thaFTotida OPENING Acceptance 1% -0 1. 2 \ / E tl6a Deto x X 63" MAX �1lam etrodaef p HEIGHT ° 0.00•. • . 0000 • 00:0 es ---� 0000. .• 0 0400000 �-- LLI3" MAX O.C. \`— 141/2" MAX. O.C. VENT HEAD & SILL ONLY 0.0•• :.••0 Lo �• 0000 • 37" MAX ' • 60" MAX. FIXED SEE MEETING RAIL DETAILTYP. (4) • ••• VENT TYP. ••• S• • • ••• ELEVATION "A" - 63 "HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) 0•�` (��l%�.' • 0000 aASt "XiC" & "XOX" ELEVATIONS "i 0 • • • • • •000 f070TE611NOLtXiYOR7VE rmt • t rNt). REFERE717CES NOPCWWS A J4276 ALUMINUM CASEMENT WINDOW, IMPACT . ' • • P.�.130X 1679 , • •Lucas A Tu}i,11t E. 0-0000 :41fON DETMLS Noxol.8 R 34 ?7a VviblY Beeler s. ad t sue. " a 1 Z 7045 -8 C • • • =11:00 • rr+ago N 3 _ 56" MAX. �. " DAYLIGHT OPENING X i X ; 63" h �• { SEE M� ETING RAIL IL HEIC TY6. (2) 4" M� Al 4" MAX, i---I' 14112" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) 30" MAX. DAYLIGHT ® NOTE: "X" PANEL MAY SWING OPENING � IN EITHER DIRECTION AX. IHT 56" MAX. PRODUCT REVISED DAYLIGHT "sldinCoie thaFTotida OPENING Acceptance 1% -0 1. 2 \ / E tl6a Deto x X 63" MAX �1lam etrodaef p HEIGHT ° 0.00•. • . 0000 • 00:0 es ---� 0000. .• 0 0400000 �-- LLI3" MAX O.C. \`— 141/2" MAX. O.C. VENT HEAD & SILL ONLY 0.0•• :.••0 Lo �• 0000 • 37" MAX ' • 60" MAX. FIXED SEE MEETING RAIL DETAILTYP. (4) • ••• VENT TYP. ••• S• • • ••• ELEVATION "A" - 63 "HIGH "XOX" (SEE SHEETS 6-8 FOR PRESSURES) 0•�` (��l%�.' • 0000 aASt "XiC" & "XOX" ELEVATIONS "i 0 • • • • • •000 f070TE611NOLtXiYOR7VE rmt • t rNt). REFERE717CES NOPCWWS A J4276 ALUMINUM CASEMENT WINDOW, IMPACT . ' • • P.�.130X 1679 , • •Lucas A Tu}i,11t E. 0-0000 :41fON DETMLS Noxol.8 R 34 ?7a VviblY Beeler s. ad t sue. " a 1 Z 7045 -8 C • • • =11:00 • rr+ago N 3 _ SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 32" IVAX. WIDTH 25" MAX. -t DAYLIGHT r X ® DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL 65" MAX. SHT.3 DAYLIGHT TYP. (2) OPENING 72" MAX. IT' HEIGHT MAX. O.C. I 4" 4" MAX — - —� I I L 141/2" ,} MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 5 FOR PRESSURES) NOTE: 72" HEIGHT DETAIL AVAILABLE WITH 56" MAX. SINGLE VENT ,i CONFIGURATION NP• (4) ONLY SEE MID -SPAN 25 ANCHOR DETAIL MAX. - SHT. 3 TYP. (2) HINGE LOCATED APPROX. 13" FLUSH AGAINST JAM, MAX. - TYPICAL HEAD & SILL O.C. HINGE LOCATION DETAIL 4" 141!2" MAX. O.C. VENT 4" MAX. HEAD & SILL ONLY x-37" MAX. WIDTH 30" MAX. -- DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL 56" MAX. SHT. 3 ,i DAYLIGHT NP• (4) OPENING 63" MAX. 13" HEIGHT MAX. - ~ O.C. X `. 4" 141/2" 4" MAX, MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURESI 9T MAX. WIDTH 30" MAX. 53" MAX. -DAYLIGHT DAYLIGHT OPENING OPENING I —� i — 66" MAX. WIDTH _ 53" MAX. _ DAYLIGHT OPENING 56" MAX. DAYLIGHT OPENING 63" i AX. HEIGHT H O 13" MAX. O.C. 4" MAX. ----4 ►-•-- ELEVATION "E" - 63" HIGH "O" (SEE SHEET 6 FOR PRESSURES) NOTE- EITHER DIRECTION SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) //0 56" MAX. PRODUCT REVISED DAYLIGHT as c"rapi >•iagaite tee Fbrlda liatding COPENING g�citretioauste 2 63" MAX. sy SEE MEETING • Dltamt ehi�sd teal • I*:* '�• RAIL DETAIL SHT. 3a a rein" HEIGHT *0 •• ;•; •, TYP. (2) .40.00 .. . 00,000 ee • ...• •... • • e --13 " MAX. O.C. • • • •�, • • • • • sass• •• •• s• ••• 3T MAX. VENT 60" MAX. FIXED ELEVATION "F"- 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7 -8 FOR PRESSURES • • • �% 1� /Gil • • • ease •• ..• ,. a • °)", "O ", "XO" & "OX" ELEVATIONS • Go** • • 1070 rt CHNOLOGYDRM ^ m. 9% • • • • • KOKOW FL 34273 P a n • • • Lucas T �,. .E e • P.O. eqx 1328 ALUMINUM CASEMENT WINDOW, IMPACT i NMONS. FL 34274 Visibly Beccer cn.74o NTS 4 s 12 7Q45 -8 C ""kw .w. 1 25.UOU 3l. Wu 7v.wv WIDTH NE POS EG PO S 19.125 A -90.0 70.0 -90.0 70.01-90.0 70.0 -1 B E -90.0 70.6 -90.0 70.0 -90.0 70.0 -! A -90.0 70.0 -90.0 70.01-90.0 70.0 -! 24.000 B E -90.0 70.0 -90.0 70.0 -90.0 70.0 4 A -90.0 70.0 -90.0 70.01-90.0 70.0 -! 26.500 -BE -90 0 70.0 -90.0 70.0 -90.0,70.0 -! 30.000 A -90.0'C.0 -90.0 70.0 -90-0170.0 -I B E -90.0 77-.0 -90.0 70.0 -90.0 70.0 -! 32.000 A -90.0 7C.0 -90.0 70.0 -86.3 70.0 -4 B E -90.0 7C.0 -90.0 70.0 -90.0 70.0]L-' 34.000 A -75.0 7C.0 -75.0 70.0 -75.0 P70.0 = B E -75.0 7C.0 -75.0 70.0 -75.0 = 36 000 A -75.0 7C.0 -75.0 70.0 -75.0 = B E -75.0 70.0 -75.0 70.0 -75.0 - 37.000 A -75.0 70.0 -75.0 70.0 -73.7 - .� n -rn n _-rr n 7n n -7� n - x - 50.4 50.4 -47.7 47.7 -45.6 4 -90.0 70.0 -90.0 70.0 -90.01-0 -45.2 45.2 -42.4 42.4 - 75.0 70.0 -75.0 70.0 42.2 42.2 -39.7 39.7 -75.0 70.0 -75.0 70.0 -41.1 41.1 -38.6 38.6 -75.0 70.0 -75.0 70.0 S: FTL -3580 FTL -3587 a nn" HIrH -An A 7n_a F.K 1 32SRA7 8 a" F.14 71}1w C F K 12/17102 PRODUCT REVISED as compl)ingwRb the F7orih Ilaidhtg Code AcceplspceRb -Q Z X x E ra:fon Ibte d$ •• o • • �9w Da e � Cop • • • •• ••• •• • ••••• TEST REPOK 15: t I L -s5t /- r i L-01 AV • • • • • • ' CE,5l16" LAMI- /8 "HS'.090,118 "-IS • • . .. •••• x.000 "WIDEx 63.000 "HIGH -75A 70.0 •• ••• •••••• ••••• • NOTE: IF USING 3/16" TAPCONS OR • • • A • • • G • #12 SCREWS DESIGN PRESSURE • • •, • • • • • • FOR "XX" WINDOWS IS LIMITED TO • • Poe* -7 ' /(� /u • 46.7P.S.F • • 0 • •• •• •: PEME TABLES'! A " GLASS TYPBA .ADD GLASS TYPE E TO TABLES f 6 4 1070 TECHNOLOGYORlVE NoxonlIs FL s4275 RO. BOX is29 Noxrntus, FL 342x4 PRESSURES - X & XiC CONFIG. WINDOWS • •••• • Uxes Al imlBteP.E pe 068201 navv,+nwe, �u+ • ALUMINUM CASEMENT WINDOW IMPACT NO CHANGE THIS SHEET vtdhly 6errer CA.740 au� fYT3 5 w 11 7045-8 C wc.. • • • • • • • 70.0 -75. -77.1 70.0 -67.3 87 1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 .... .,.. . • ••••tiY� .� rs% .. .. .�, �--- {i• 8 •• ••• ..... . . • roTC'HYOLOGYORNE PRESSURES- 0 & 1/4- 112 -1/4 XOX COWFIG. MNOOM • • • • • • • • NOKohm A 34273 TO1' • • • • • • • • • P.�. eox+s2s ALUMINUM_ CASEMENT WINDOW, IMPACT •, ,1.F- NoxoMrs FL3 +27a Visibly Better s NTS 6 w 1Y � 7045 -8 C +arm++ F.K. 3117AL1 JA - 1,WvOE TABLE B, GLASS TYPES A d C r• ae F.K. .25N3 B AODGL4SS TYPE E TO TABLE 6 F.K. Vlow C NO CHANGE THIS SHEET F.I. 2%17A72 oa" "O" WIDTH "XOX" WIDTH I I zcj.uuu NEG POS 3l.uuu NEG I POS NE POS 54.3 7Q0 70.0 528 70 0 49.8 70.0 70.0 56.4 70.0 700 5a6 70.0 7 .0 51.4 700 70.0 48.7 70.0 70.0 46.1 70.0 70.0 45.3 70.0 70.0 43.9 70.0 70 0 42 5 70 0 70 0 413 700 69 0 404 70 0 50.625 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 - 50.9 -75.0 -88.2 - 48.6 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68.4 -41.2 -75.0 -66.7 -40.2 -75.0 - 64.9 -39.2 -75 0 POS 51.1 70.0 70.0 49.9 70.0 70.0 46.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.8 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 66.7 40.2 70.0 64.9 39.2 700 A -75.0 70.0 -75.017010 60.000 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 - 44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -36.1 -72.2 - 54.5 -35.5 -71.0 -7! B E -75.0 70.0 -75.0 70.0 -71 36.000 72.000 C -90.0 70.0 -90-01 70.0 -9t rronucT ci vtsEo as complgin8 wich t6c Flo�Na StaicMaB C.o� �LCpnce No L . fird7ton 17ate n, • )iv • irl a •. : • • • A -75.0 70.0 -75.0 7Q.0 -7, B E -75.0 70.0 -75.0 70.0 -7: 37.000 74.000 C -90.0 70.0 -90.0 70.0 -91 A -75.0 70.0 -75.0 70.0 -6' BE -75.0 70.0 -75.0 70.0 -7 39.500 79.000 C -90.0 70.0 -90.0 70.0 -91 A -75.0 70.0 -75.0 70.0 -6. 42.000 84.000 BE -75.0 70.0 -75.0170.0 -7 C -90.0 70.0 -90.0 70.0 -9 A -75.0 70.0 -70.3 70.0 -5 45.000 90.000 B E -75.0 70.0 -75.0 70.0 -7 C 1 -90.0 70.0 -90.0 70.0 -9 A -75.0 70.0 -65.0 65.0 -5 48.000 96.000 B E C -75.0 -90.0 70.0 70.0 -75.0 -90.0 70.0 70.0 -7 -9 A 75.0 70.0 - 60.8 60.8 -5 50.500 101.000 70.0 -7 B E -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70.0 -£ A -75.0 70.0 -58.7 58.7 -4 53.125 108.375 B E -75.0 70.0 -75.0 70.0 -7 C -90.0 70.0 -90.0 70.0 -� A 70.0 -58.2 58.2 -� 54.000 108.000 B E -75.0 70.0 -75.0 70.0. -i C -90.0 70.0 -90.0170.0 -S -57.1157.1 -� A -75.0 70.0 55.500 111:000 BE -75.0 70.0 -75.0 70.0 - C -90.0 70.0 -90.0 70.0 -! 56.2 A -75.0 70.01-56.2 57.000 114.000 BE -75.0 70.0 -75.0 70.0 = -90.0 70.0 C. -90.0 70.0 A -74.2 70.0 -55.0 55.0 - 58.500 117.000 70.0 - B E -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70.0 - A -72.9 70.0 -53.4 53.4 - 60.000 120.000 B,E 1 -75.0170.0 -75.0 70.0 - 70.0 -75. -77.1 70.0 -67.3 87 1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 .... .,.. . • ••••tiY� .� rs% .. .. .�, �--- {i• 8 •• ••• ..... . . • roTC'HYOLOGYORNE PRESSURES- 0 & 1/4- 112 -1/4 XOX COWFIG. MNOOM • • • • • • • • NOKohm A 34273 TO1' • • • • • • • • • P.�. eox+s2s ALUMINUM_ CASEMENT WINDOW, IMPACT •, ,1.F- NoxoMrs FL3 +27a Visibly Better s NTS 6 w 1Y � 7045 -8 C +arm++ F.K. 3117AL1 JA - 1,WvOE TABLE B, GLASS TYPES A d C r• ae F.K. .25N3 B AODGL4SS TYPE E TO TABLE 6 F.K. Vlow C NO CHANGE THIS SHEET F.I. 2%17A72 oa" NS OR #14 SCREWS - + - XOX WIND TEST REPORTS: FTL -3582 1 I / ,.090, FTL -3582 ACE 5/16" LAMI -W/ 1 /8 "HS .0901 /8 "HS FTL -3729 4 2 4 X 0 X 0 NOTE: IF USING 3116" TAPCONS OR ►112 SCREWS DESIGN PRESSURE FOR "O" WIND OWS IS LIMITED TO 52.1 P.S.F. XOX" WINDOWS S FOR LIMITED TO 41.3 P.S.F. • • • • • • • 38.375 JEG 70.4 POS 70.0 70.0 70.0 67.9 70.0 70.0 82:1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 43.000 NEG - 60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75 0 -90.0 -55.1 -75.0 -90.0 -52.7 - 7 5.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 -A7.5 -75.0 -84.3 -�8.2 -75.0 -81.8 -�4.8 -i5.0 -78.d -�3:5 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0 70.0 44.8 70.0 70.0 43.5 48.000 NEG - 54.3 -75.0 -90.0 -52.8 -75.0 -90-017110 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 • -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -45.3 -75.0 -75.0 -43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 W-69.0 POS 54.3 7Q0 70.0 528 70 0 49.8 70.0 70.0 56.4 70.0 700 5a6 70.0 7 .0 51.4 700 70.0 48.7 70.0 70.0 46.1 70.0 70.0 45.3 70.0 70.0 43.9 70.0 70 0 42 5 70 0 70 0 413 700 69 0 404 70 0 50.625 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 - 50.9 -75.0 -88.2 - 48.6 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68.4 -41.2 -75.0 -66.7 -40.2 -75.0 - 64.9 -39.2 -75 0 POS 51.1 70.0 70.0 49.9 70.0 70.0 46.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.8 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 66.7 40.2 70.0 64.9 39.2 700 54.000 NEG -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -47.6 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -70.3 -42.2 -75.0 - 66.5 -41.9 -75.0 -65.4 - 40.8 -75.0 -63.6 -39.8 -75.0 -61.8 -38.7 -75.0 -60.4 -37.6 -750 POS 47.91-44.8 70.0 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 42.2 70.0 66.5 41.9 70.0 85.4 40.8 70.0 63.6 39.8 70.0 61.8 38.7 70.0 60.4 37.8 700 57.000 NEG -75.0 -80.0 -43.5 75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -84.5 - 44.7 -75.0 -76.9 42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -61.8 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -37.6 -75.0 - 57.3 - 36.7 -73.3 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 46.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 36.7 70.0 60.000 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 - 44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -36.1 -72.2 - 54.5 -35.5 -71.0 POS 42.2 70.0 70 0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 421 70.0 70.0 40.4 T0.0 67.3 39.2 63.000 NEG -39.7139.71 -75.0 -90.0 - 38.6 -75.0 -90.0 -36.5 -75.0 -83.2 -41.9 -75.0 -75.6 -39.7 -75.0 -69.2 -38.4 -75.0 POS 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 75.0 90.0 67.9 75.0 90.0 82.1 75.0 -90.0 58.4 •75.0 •90.0 •54.5 75.0 -90.0 -51.1 -75.0 -90.0 -46.3 -75.0 -90.0 -45.4 -75.0 -90.0 - 44.5 -75;0 -90.0, -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 - 40.9 -75.0 -90.0 -39.7 - 64.1 64.1 -37.1 37.1 70.0 63.5 38.0 70.0 60.0 37.6 70.0 591 37 2 70 0 57 5 36 7 70 0 55.9 36.1 70.0 54.5 35.5 70.0 -74.3 -60.5 - 36.2 -72.4 -57.3 -35.9 -71.8 - 56.4 - 35.4 -70.8 - 54.8 -34.8 -69.6 - 53.2 - 34.2 -68.4 -51.6 -33.7 -67.4 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 33.7 67.4. •.... rronucT ci vtsEo as complgin8 wich t6c Flo�Na StaicMaB C.o� �LCpnce No L . fird7ton 17ate n, • )iv • irl a •. : • • • 70.0 -75. -77.1 70.0 -67.3 87 1 59.1 -55.9 55.9 -53.0 53.0 -50.0 50.0 .... .,.. . • ••••tiY� .� rs% .. .. .�, �--- {i• 8 •• ••• ..... . . • roTC'HYOLOGYORNE PRESSURES- 0 & 1/4- 112 -1/4 XOX COWFIG. MNOOM • • • • • • • • NOKohm A 34273 TO1' • • • • • • • • • P.�. eox+s2s ALUMINUM_ CASEMENT WINDOW, IMPACT •, ,1.F- NoxoMrs FL3 +27a Visibly Better s NTS 6 w 1Y � 7045 -8 C +arm++ F.K. 3117AL1 JA - 1,WvOE TABLE B, GLASS TYPES A d C r• ae F.K. .25N3 B AODGL4SS TYPE E TO TABLE 6 F.K. Vlow C NO CHANGE THIS SHEET F.I. 2%17A72 oa" NOTE: IF USING 3116" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "Y.OX" WINDOWS IS LIMITED TO 41.3 P.S.F. &113-113- A lvola7�tts. 34 275 N._ UMINUM CA 400 GLASS TYPE E TO TABLE, - sn..e PD. BOX 1819 d 12 NO C HANGE THIS BNEET -- NOK30S, FL 34274 Vuibfj Better NrS 7 IMPACT 704" m 1 1 1 3 3 3 X p X X 0 E R x PRtJDUCT REVISED s, cmnPlyiaga•It6 tlu FbTlda Oui:iiaP Cndt Aatcptaate it £ ion lAie Dy • • In a an•arae • • • • •e • • ••• • •sees• •• • •• ••• • •• • • • • • • •• ••e• •• •s •• •••/ X•' • •• •• • . . •• ••• ws •ss• • • ••.• • Luca• ATts -P .E• a.. psa68201s vasro3 '0/03 �7A ti &113-113- A lvola7�tts. 34 275 N._ UMINUM CA 400 GLASS TYPE E TO TABLE, - sn..e PD. BOX 1819 d 12 NO C HANGE THIS BNEET -- NOK30S, FL 34274 Vuibfj Better NrS 7 IMPACT 704" m 1 1 1 3 3 3 X p X X 0 E R x PRtJDUCT REVISED s, cmnPlyiaga•It6 tlu FbTlda Oui:iiaP Cndt Aatcptaate it £ ion lAie Dy • • In a an•arae • • • • •e • • ••• • •sees• •• • •• ••• • •• • • • • • • •• ••e• •• •s •• •••/ X•' • •• •• • . . •• ••• ws •ss• • • ••.• • Luca• ATts -P .E• a.. psa68201s "XO" or "OX" & XOX" UNEQUAL TEST REPIORTOS: FTL -3580 COMPARATIVE ANALYSIS TABLE 11. BASED ON 1/4" TAPCONS OR #14 SCREWS 7 1 �3 ,3 6" S) FTL -3582 X p x Ill I GO ONS: A. 5116 {1 ,.0 / 6 FTL -3729 E. 13/16" LAM{ 118 "HS 318" SPACE 5116 LaMI -W/ 118 "HS .0901 /8 "HS 60 000 63.000 UNEQUAL UTES 26.000 36.000 38.375 43.000 48.000 50.625 54.000 S 5G 000 S S N S "XOX" VENT FIXED G S WIDTH WIDTH WIDTH NE G POS NEG P 5 NEG POS EG PO A -75.0 70.0 -75.0 TD.0 -75.0 70.0 -74.1 70.0 -75.0 70 0 -75.0 70.0 75.0 70.0 -75.0 0 0 75.0 70 0 -75.0 70 0 X p 69.264 19.125 31.014 B E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.5 -50.4 50.4 47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 -36.9 36.9 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 76:0 -90.0 70.0 9Q.d 70.0 -90.0 70.0 90.0 70.0 -90.0 70 0 -7�3 $ 70.0 85 A -75.0 70.0 -69.1 69.1 -63.4 63.4 -56.5 5 UNEQUAL UTES 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 '96 2 46.2 -43.6 43.6 _41.1 411.0 86.919 24.000 38.919 B E -75.0 70.0 -75.0 70.0 75.00 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 .0 70.0 -7 . C _90.0 70.0 -90.0 70.0 90 A -75.0 70.0 - 60.5 80.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49. p X 0 -90.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 1 U. 38.0 95.973 26.500 42.973 B E -75.0 70.0 -75.0 70.0 -75.0 70.Q =15.0 700;0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -7501 70.0 -75.0 70. C -90.0 70.0 -90.0 70.0 -90.0 70.0 =90.0 A -75.0 70.0 -53.5 b3.5 -50 Q 70 0 - 5,0 70.0 75.0 70.0 75.0 70. � 0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 108.649 30.000 48.649 B E -75.0 70.0 -75.0 70.0 7 C _90 0 70,0 -90.0 70.0 -90.0 70.0 -90.0 70.3 .4 47.4 -45 5 45.5 -42.7 42.07 -40.7 40.7 -38.6 3BO:a _36 Z 7U.0 UNEQUAL uTEs A -75.0 70.0 -49.9 49.9 - 46.8 46.8 -51.3 51. -90.0 70.0 -90.0 70.0 -78.6 70.0 -73.2 70.0 -68.3 68.4 -39.5 9.5 -37.5137.6 -35.7 35 7 115.892 32.000 51.892 B E -75.0 7Q.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 70.0 75.0 70.0 -75.0 41:0 75.0 70.0 _75 C -90.0 70.0 -90.0 70. A -75.0 70.0 -47.3 47.3 - 44.0 44.0 -4E.4 48.4 -04.7 44.7 -42.8 42.8 -41 70.0 -74.0 70.0 -69.4 69.4 - 64.7 64.7 -61.0 61.0 -5,18-9. 3T 3 -35.5 35 5 122.000 33.6157 54.627 B E -75.0 70.0 -75.0 -75.0 70.0 =r5:8 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 75.0 70.0 -.-5 55. C .g0.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -46.8 46.8 -43.6 43.6 -47.9 47.9 - 44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39. 123.135 34.000 55.135 B E -75.0 70.0 -75.0 T0.0 _75.0 70.0 -75.0 70.0 _73 Q0 _68.8 68.8 -6401 64.1 -60 5 60.5 -57.9 57.9 35 0 -760 70.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -65.0 70 A -75.0 70.0 -45.5 d5.5 '`i5.0 70.0 -76.0 70.0 75.0 70.0 -75 0 700 750 70.0 -75.0 700 -73.7 7a.0 -70.1 70.0 126.000 34.791 56.418 B E -75.0 70.0 -75.0 70.0 7 _ C .90.0 70.0 -90.0 70.0 -90.0 70.0 5G 8 45.1 -41.5 41.5 -40.4 40.4 -38 9 38 9 -37.7 37.7 -38 2 36.2 -34 3 34.3 A -74.4 70.0 -43.6 43.6 -41.2 41.2 -45.1 70.0 -69.3 69.3 -65.3 65.3 -60.6 60.6 -57.6 57.6 '54.1 3s 1 -34.3 34.3 PRODUCTUVISM 130.000 35.896 58.209 BE -75.0 70.0 -75.0 T0.0 .75.0 70.0 -75.9 70.0 75.0 70.0 75.0 70.0 -75.0 70.0 -75.6 5 .6 72.4 70.0 -68.6 6 . C -90.0 70.0 -90.0 70.0 -80.0 70.0 79. as complying with the Florida A _74.3 7Q.0 -43.5 43.5 -49.0 tj 1.0 -45..-41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 .- 130.378 3 6.000 58.378 B E -75.0 70.0 -75.0 ?0.0 -75.0 0.0 -75.0 7.-75.0 70 0 -75.0 70.0 -75.0 70.0 -57 -4 0 -75.5 30 5 -33.7 33.7 E Pirntloa C -90.0 70.0 -90.0 ?0.0 -90.0 70.0 -79.6 43.5 -40.4 40.4 -39.2 39.2 37.7 37.7 36.7 36.7 3 '6 54.6 pReycrpfanacNo A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 . mia . . • 134.000 37.000 60.000 B E -75.0 70.0 -75.0 ?0.0 -75.0 70.0 -75.0 70 0 67 3 67 3 -63.3 63 3 -59.01 5901 -55 9 55 9 -53 0 53.0 50.0 57 0 . •Dtv a..* • • • C -90.0 70.0 -90.0 7Q.0 -90.0 70.0 7 • • • • • • . • • � • • • "XO" g "pX` WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH, TEST REPORT: FTL -358!1 ... • • "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS .. .... « #14 SCREWS ' " ' ' • • S OR « f HS •• •••• ••• CON C 3116 TAP 09 ) 4 S. • • N 11 H LE 12. BASED O 7116 LAMI (3118 „ WIDTH AND TAB LAZING OPTION: D. 60.000 MAX. FIXED W G „ HAND -90.0 744 • • ••�% •,s;� • • • • . G' • ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000 MAX. VENT WIDTH • • • • • • • • • • • • ALL "XO1 or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGI- WITH 37.000" MAX. VENT V1f IDTN AND 80.000" MAX. FIXED WIDTH • • • • • 0 ��j %� • • • •� _� `iii' ••• •• NOTE: IF USING 3116` TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "x0" OR "OX` AND ,x0X` WINDOWS LIMITED SURES4 UNEQUAL COIVFIG. XO, OX & X�OX • • • • • • • • • • • • ••• •• FA 3/1TA13 A RpgSE TABLE I,, GLASS TYPES A A C 1070 TECHNOLOGY ORIVE nw am. A"biw + 'aw.im 17d ..� ALUIVRNUM CASEMENT WINDOW, IMPACT ." L ,'a" T P.E. • F K. 3125 g A0D GLASS TYPE E TO TABLE " yf re s"ee °"'dm"°' C Ms +ankail PO. BOX IM 34274 vtstbty Better $""`" N)'S A a 12 7045 -8 f.K T /10!03 C NO- HANOETHISSHEET NWOW, CA•740 . F.K 12117107 MAX. HEIGHT (SEE SHTS. 3 & 4) �� 14 VERTICAL SECTION OPERABLE UNIT imo a N ) CHG7 THIS SHEET 7/10/03 (67 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 40 41 85 MAX. VENT I MAX. FIXED LITE DAYLIGHT 1---- ; DAYLIGHT OPENING — L OPENING (SEE SHT. 3) (SEE SHT. 3) MAX, WIDTH (SEE SHT. 3) - HORIZONTAL SECTION - XOX MAX. OPENI OPER (SEE VERTICAL SECTION FIXED UNIT '0 TfrfMLOQYOR NOK7WS, FL 34275 PA. BOX /GT8 NOK7MlS. F134274 V 167 REFERENCE "XO" & 'XOX" FRAME ASSEMBLY DETAIL, SHEET 10 w 85 0 4141 I REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 ii I AAX. VENT 1-- DAYLIGHT OPENING —� (SEE SHT. 3) 5 5 MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX as ao a1 � ` MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) — .MAX. WIDTH (SEE SHT. 4) — HORIZONTAL SECTION - X Bearer ' CA-740 I NTS I 9 d 12 PRODUCTREVISED as cm"Ptpin with the Fiorito DoWiuR Coda • • Miam ore! ehdCootra! •• • •• • •••• ••• • • 7//0•/613 IMPACT • • • waas n`w. P.E. • • 7045-8 C Mechonteat FRAME ASSEMBLY TUBE, MAIL: 6063-T6 "X" FRAME JAMB —1 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN r- "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. 1N/ (2) SCRFWR TUBE, MAIL: 6063 -T6 3" APART AT NID -SPAN "X" FRAME JAMB 7 1 fr—uO"FRAMEJ'AMB "XO" 2- "XOX" FRAME ASSEMBLY DETAIL FRAMI —.A �, rwn ou CMfi NOTE: ALL ALUMINUM SHALL BE OF 6063-T6 I - --SASH FRAME TOP n 1 OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASHFRAME SIDE RAIL �I SASH FRAME ASSEMBLY DETAIL "ebeer• aevmenz F.K. 3/17103 A y, F.K r: 3/d1/03 I svrkrtk 8 r• � F.K 7110/03 C er o,m F.K. 12117102 YO MAIN FRAME ASSEMBLY DETAIL 10 TE,,}WOLOGYORIIlE Ii /40k7Td/S. FL 34275 P.�. BIjX fs2e ryOKpM7S, A. 34774 Visibly Better 2.919" OFRAME HEAD SILL, JAMB MAIL: 6063 -T6 DWG# 7002A .434" 1 2.854" .,062" I NOM. 1.159" t---� �— 2.139" ( 5 )SASH FRAME HEAD, SILL, JAMB `--� MAT'L:6063 -T6 DWG# 7003A 3.544" .062" I .438" NOM. I---- 2.784"------1 80 FIXED FRAME HEAD, SILL. JAMB MAIL: 6063-76 DWG# 7005A :X USIONS & ASSEMBLY DETAILS 1LUMINUM CASEMENT WINDOW, IMP wolql� a o".4mra CA-740 NTS 1 10 d 12 7045 -8 PR DUCT REVISED as caaipl)ing witb the Fbdb Daidiag Coda Accrttfaacc Wa Iaa Dale d7 • • M • •• • • •Div iaa • •• ••• •• • ••• •• s • •s sees • e s •• sees se• • • • • • • • • • • 0000 • • •00- • •e • seer - -- a - - -le f . . ne. L, 0 P.E. C tafthankml 7a 1137 26 I 30 31 32 33 40 41 43 SMS F 10 X .300 PH. PHI, 116" LAMINATED (V8A & 1/8 )90 INNER LAYER - SOLUTY /16" LAMINATED 018HS & L D90 INNER LAYER - SOLUTU 1116" LAMINATED (3/16A & 3 090 INNER LAYER - SOLUTL i /16" LAMINATED (3 1 16F.S & -- my I wVRR- SOLUTE FA IS _8)4E.—r I.G. GLASS & GL EEN 1 .TEK 86 N0X34S, 6.34775 PD. 80X 1579 NOK2,w, 8.'34774 LO, GLASS (1!8"HS,3/8 "AIR SPACE,51 lb °Lnmi) 5116" LAMI (2 L rES OF I /8 "HS GLASS WIN AN 090 INNER LAYER - SOLUTIA OR DUPONT PVI .706" j .050" .865" 40 5116" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" --1( C 1 .JSU" — �if"�—.��5" 41 7116" GLAZING BEAD MATL: 6063-T6 7.993" --F.28-" .040 " 83 INSTALLATION HOLE COVER �-+ .172" MAIL: 6063 -T6 DWG# 7007 .870_J� 050" 1 _ ► I� I��►— .569` 85 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 f DING# 7042 125" I 2.701" pRODUt:7 REVISED es e"mPlYk %Vltb the Fladds "altllag Colt .062" mccldaac! Mi • • 1 0000• • 0000 • �Br • 040" 1.000" 093" • • • • • aai1 • o n • • i • • • • I 0000 0000• • 0000 0000• --+ %�— 67 CASEMENT FRAME 423" ASSEMBLY TUBE • • • • • • • • • • MATL: 6063-76 • 0000 nee• •• •o• C )CASEMENT SCREEN FRAME 0000 :6000 e. • • e• 0000 DWG# 7004A • • MATL: 6063 -T6 •00 00G 0000 0000 • • DWG# 7006 • • • 0000 •• .?4�r 0000• 0000 93 • • •g 0000• • • gone • • PARTS LIST & EXTRUSIONS ' • • X.-WX ALUMINUM CASEMENT WINDOW, IMPACT ".. LumA,Tumet.P.E. � � sew ft"V PE #6=1 v7sibly Better %.ww%k NTS s 1 12 7W-8 C �n«r, t 1634 150 7� E6163K 7040 53 1633 616358 s4 331 60976 55 78XIVST 67 7004A 67004 68 712XIF, 69 7011 70 7012 71 7019 71157 72 7018 SFLDH m: NO l7'tG Tl SMS F 10 X .300 PH. PHI, 116" LAMINATED (V8A & 1/8 )90 INNER LAYER - SOLUTY /16" LAMINATED 018HS & L D90 INNER LAYER - SOLUTU 1116" LAMINATED (3/16A & 3 090 INNER LAYER - SOLUTL i /16" LAMINATED (3 1 16F.S & -- my I wVRR- SOLUTE FA IS _8)4E.—r I.G. GLASS & GL EEN 1 .TEK 86 N0X34S, 6.34775 PD. 80X 1579 NOK2,w, 8.'34774 LO, GLASS (1!8"HS,3/8 "AIR SPACE,51 lb °Lnmi) 5116" LAMI (2 L rES OF I /8 "HS GLASS WIN AN 090 INNER LAYER - SOLUTIA OR DUPONT PVI .706" j .050" .865" 40 5116" GLAZING BEAD MAIL: 6063 -T6 DWG# 7036 .523" --1( C 1 .JSU" — �if"�—.��5" 41 7116" GLAZING BEAD MATL: 6063-T6 7.993" --F.28-" .040 " 83 INSTALLATION HOLE COVER �-+ .172" MAIL: 6063 -T6 DWG# 7007 .870_J� 050" 1 _ ► I� I��►— .569` 85 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 f DING# 7042 125" I 2.701" pRODUt:7 REVISED es e"mPlYk %Vltb the Fladds "altllag Colt .062" mccldaac! Mi • • 1 0000• • 0000 • �Br • 040" 1.000" 093" • • • • • aai1 • o n • • i • • • • I 0000 0000• • 0000 0000• --+ %�— 67 CASEMENT FRAME 423" ASSEMBLY TUBE • • • • • • • • • • MATL: 6063-76 • 0000 nee• •• •o• C )CASEMENT SCREEN FRAME 0000 :6000 e. • • e• 0000 DWG# 7004A • • MATL: 6063 -T6 •00 00G 0000 0000 • • DWG# 7006 • • • 0000 •• .?4�r 0000• 0000 93 • • •g 0000• • • gone • • PARTS LIST & EXTRUSIONS ' • • X.-WX ALUMINUM CASEMENT WINDOW, IMPACT ".. LumA,Tumet.P.E. � � sew ft"V PE #6=1 v7sibly Better %.ww%k NTS s 1 12 7W-8 C �n«r, t APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM #12 OR #14 SCREWS APPROVED WOOD BUCK LESS THAN 1 112" THICK (SEE NOTE 3) 1!4" MAX. SHIM --�j 3/16" OR 1/4" TAPCON I (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4)--\ A. 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 112" OR MORE THICK 1/4" MAX. SHIM 3116" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) r APPROVED WOOD BUCK 1 12" OR MORE THICK 1/41 #12 OR #k14 I ,� .. IA t r�i 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W1 WOOD BUCK LESS THAN 11/2* THICK APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) ---7 1 /4" MAX. SHIM {�-- 3/16" OR 114" TAPCON I I (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) W. 11/2- MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 11/2" OR MORE THICK 1/4" MAX. SHIM --�j 3116" OR 1A" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) Y 1 i /4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE NOTES: 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICKTO BE ENGINEERED BY OTHERS. rHIS SHEET THIS SHEET ro7o rrlNOioorvarvs I NOKaa4s, FL 3aa76 P.7. BOX 1b28 NOKOMIS FL 34271 Vifibdy Better IIII •. 1 1 /4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, J ' •' .. ' ' SILL, AND JAMB. 1.114" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE AL CA-740 I NTS 1 12 a 12 p=DUCTRFVISED as cnmpift with the Flarlda Baiding Cate Ae a . Exeratign Nte . 000 000 00 . ooiot • .. .go Div 00 0 . 0 .. . .. •00* . .. 0000 ... . .. ... .. . ... . • • • • •� •'�7 . . 0000 0000.. • • 0000 • • 00 0 1MFACT Luces0.Tumer,.P.E. "•�: PF XW20l 7045 -8 C Macl�anM"� M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • • • • • • • • • MIAMI DADS COUNTY, FLORIDA NiE'I O -DAAE r•3*4GLERtBUIL,A)ING • • • 140 wFST FLAGUI ARE-94- Si�IT�I31603 : : : • A9I�Af�t, VL1 RIDS 3:1.0 -:563 : �: : �: (305) 37S 2101 'FAX (305) 37 2WS NOTICE OF ACCEPTANCE' (NOA.) • •. : •' • :0 • • • I'GT Industries • • • • • • • • • • • .. . • P.O. Box 1529 • • • • • • • • • Nokomis, FL 34274 SCOPE: governing the use of construction materials. This NOA is being issued under the applicable rules and regulations g g The documentation submitted has been rcvierinnMDamiDade, County t Control and otherare areas allowed by by the Board of Rules and Appeals (BOR ) to be used the Authority Having furisdiction (AHJ). rity Product This NOA shall not be valid after tld /or the AHS (in areas other than Miami Dade aCounty) reserve he Control expiration date stated below. The Division (In Miami Dade County ) an have this product or material tested quality incur the expense of such lstesting and he AHJ may fails ommedia immediately the accepted manner, the manufacturer revoke, modify, or suspend the use ormTrcied b dMamm Dade Cou 1ty Product ConntrolDi Boon th t this product or to revoke this acceptance, if it is dete y material fails to meet the requirements of the applicable building code. This product is approved as described herein, and bas been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "SH -701" Aluminum Single hung Window APPROVAL 170C t7MENT: Drawing No.4040> titled 6/3/03, signed Huseang dl by Robert L . Clark, P � 5 of 5, prepared by manufacturer, dated 219198 with rev ision on bearing the Miami -Dade County Product.Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT DATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's. name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATI(iN of this NO will occur after the expiration date or if there has been a revision or change in the ess. Misuse materials, use, and/or manufacture of the product or proc of this NOA as an endorsement of any atically terminate this NOA. Failure to comply product, for sales, advertising or any other. purposes shall autom with any section of this NOA shall be cause for termination and removal of NOA. A,I)VIs,RTISEMEN`[': The NOA number. pr any dliterat re. If any portion of the NOA is displayed, then it shall the expiration date may be displayed in advertising be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors INSPECTION: of the Building Official. and shall be available for inspection at the job site at the request This NOA revises NOA # 02- 0702.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. 1 0 NOA No 03- 0514.01 Expiration Date: November 01, 2006 ApprovaiDate: November 0612003 Page 1 76" MAX. WINDOW HEIGHT 1/8" MAX, WINDOW WIDTH---------I 5 3/4" d j__ 13" --- MAX' MAX. ON CENTER TYP. HEAD & SILL ELE NOTES CONTINUED 4.) ANCHORS:MAX, .5 3/4" FROM EACH CORNER (HEAD & SILL) MAX. SPACING AT HEAD & SILL: 13.000 MAX. G" FROM EACH CORNER (JAMBS) MAX, SPACING AT MEETING RAIL: 8.000 MAX. SPACING AT JAMBS OTHERWISE: 13.125 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORTS: FTL -1889 & FTL 73739 LARGE MISSILE IMPACT . WINDOWS NOTES: 1.) GLAZING OPTIONS: A. BEEN {2)) LITE LAMINATED D1 GLASS CONSISTING OF AN 090 PVB INNER LAYER © B. BETWEEN (2)) LITESNOF GLASS 01/8" HEAT OSTRENGTHENED GLASS, PVB INNER LAYER C GLASS, 3/8 AIR SSPACE CONSISTING O DF GLASS (. 90SPVBN ED INNER ER LAYER BETWEEN (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF HEAT STRENGTHENED GLASS). D GLASS, 3 OA /8 IR SPACE AND 5 /16NSLAMINAT LAMINATED GLASS (.090 . SPVBED INNER LAYER BETWEEN (2) LTTES OF 1/8" HEAT STRENGTHENED GLASS. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE (FTL -1889) AND GLASS TABLES 1 ASTM E 1300 -98 (AND ASTIR E 1300 -94 OUTSIDE MIAMI -DADE COUNTY) 3" MAX. COMPARATIVE ANALYSIS TABLE: AT MTG. FTL -186 RAIL GLASS A 5/16" LAMINATED (1/8 "A,.090,1 /8 A) FTL 188 TYPE: B. 5116" LAMINATED (1 /8 "HS,.090,118 "HS) C. 13/16" I.G., 118 " HS, 3 /8" SPACE, 5116" LAMI (118 "A,.090,1 /8 "HS) FTL -373 D. 1311 &" l.G.,. 1 /8 "HS, 3/8 "SPACE, 5116 LAMI (1/8 "HS,.090.1 /8 "HS) FTL -373 WINDOW WINDOW HEIGHT WIDTH' 38.375__ 50.625 63.000 76.000 moowrREYWO mrwo A 66.7 -80.0 66.7 -80.0 66.7 80.0 66.7 -80.0 memp via a* 26.500 L,D X6.7 80.0 66.7 80,0 66.7 80.0 66.7 -80.0 I 01 C 66.7 -60.0 66.7 -80.0 66.7 -80.0 66.7 -80.0 mow -� 66:70 66.7 -80.0 66.7 -69.6 57.2 -57.2 13 1/8" 37.000 B,D 66,7 _ BD:Q W.T -W -D 66.7 80:0 66.7 -80.0 MAX. O.C. C 66.7 80.0 66.7 80.E _ 66.7 -80.0. 66.7 76.1 1 A 66.7 -80.0 63.4 -63.4 47.9 -47.9 4 3 4$•3 -T 53.125 C 66.7 - .0 63.4 -63.4 58.7 -58.07 b4.5 -54.5 Mpy(? - 53 { ­7Z 6 6/3/03 D ADD aAZ TZrf Bc TA8 F 0 Wd • ••• A.evsd 8y: l lMte: ReNebne: • • • • • • • • • Reve By: e • • • • • • • ..:.. • D.B. 219198 . • $NDU TRIES O OeeoAnton: • •••• • • • •••i ELEVATION & NOTES***** • •••• • • •• W 1070 TECHNOL Z s"E A ALl lrt�(NUM SINGLE N • ••• PE S S.*.e Mcdel: S Swle: Sheet: • O�Mg Na • • • R R-. • • •: • Robed L C P.Q. BOX 1529 � �+ .• 4�� • PC #39T12 N NOKOMIS, R 34274 S SH -701 N • sl�erel • • 1/2" NOM. GLASS BITE 1 /8' ANNEALED OR STR HEAT ENTHENED F 0 BACK FIN SEAL GLASS 0 64009, 090 INTERLAYER SAFLEX BYSO TAPORR ._ 1 /$" ANNEALED OR HEAT STRENGTHENED DUPONT GLASS L STRENGTHENED GLASS 3/8" AIR SPACE 5_/16" LAMINATED GLAZING DETAILS 1/2" NOM. GLASS SITE 13/16" LAMI I.G: GLAZING DETAILS 1/8" HEAT STRENGTHENED GLASS I 090 SOLUTIA OR DUPONT PVB INNER LAYER —.I 1/8" ANNEALED OR HEAT STRENGTHENED GLASS® TJI 5/16" LAMINATED 13/16" NOM. REFERENCE TEST.REPORTS: FTL -1889 & FTL -3739 DESCRIPTION x T. TT QTY. / LOCATION I VENDOR. 32 NSTP^ .187 x . F 0 BACK FIN SEAL 1060 1 ®M_ ING L CHLECE 0 64009, LATCH OPTI NAL 64 2 75PRNG 34 "RIG 5!U c o nONAI 35 3ALANC UL RA —U SASHES & 5 CN-low LL 14E 2LAM W 3 8 AIR SPACE PGT R HS 13 t 6 LAND I.G.• GLASS t /8 F n Q 36 5 1 ul — 1 OF . rnf.)DUCr � .Ot A� > e F. 6/3/03 D—ADD GLASS TYPE fffu 35 ld nJ"ne: j F.. 03126103 C —ADO 130 -135 Revsd sy: Oslo: .A,i- F. K, 10 /11/01 T8, TABLE, EX1R. • • • • • • •••• •• ••• • !TL evM e• Rebaone; • • p,�' 818/98 D Dole: • • • • • - QNDZU3STRIES aB• 2 s s8 ••••• oVI •• ••• ••� PARTS LIST Al GLA�G�•OPTIONS 1070 TECHNOLOGY -DRIVE ALUMINUM SINGLE /1MC WINOCK0 • •• • NOKOMIS, FL 34275 Scele: Sheet• wm9 No• • R • • Robert L. Clerk P•— P.O. BOX 1529 Senee /4fodeL• • NTS 2 °r• � • • �Q�� • /,• �I • * • PE 03ST12 NOKONIS, FL 30274 SN -701 5buclbrel • • • •••• • • ;-�-- 2.784 10 .737 E n INACTIVE 76.000 MAX. H EIGHT 655 EXTER 53.125 MAX. WIDTH ROUGH I 49.625 ' DAYLIGHT OPENING OPENING 3 3 .500 1.123.-1 I_XTERIOR ROUGH -P• 2.710 OPENING L [E Mn 0• Jr _ _ _ _ _ — — — — _ _ — _ ROUGH OpENING 34.500 DAYLIGHT OPENING 1 �1y`1l� 34.500 31 DAYLIGHT ACTIV OPENING I VERTICAL SECTION 2.330 INTERIOR ROUGH '1 — 2.764 —� OPENING REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 INTERIOR V U 48.250 DAYLIGHT OPENING HORIZONTAL SECTION •• • 0000 . 9 P{tODi1CF R &YV6Q waftraft ft . K Ke 14.01 � � � tna,R1 cA.aa DlrfgNm �� - -YJC:1 OPTIONAL F F. 613103 0-ADD GLASS WE M 36 e 03/26/03 C —ADD 130 -135 • • • • ' e evsd Dole: Revtetons: • • F. 10 /i 1 O 1 78, TABLE 4EXTR. • • • • • • • • • • • Oruavr D RIES • • • • • Desoripilon: • 04 1 110 • • �y03 1 10NOKOMSNFL3478K A rifle: 0900 0000 ' '• • •• Rolnrt L Cleric, P.E. S P.O. BOX 1529 s Sorip /WodeC Seo7e: Soeefl • D19etn9 Re• • • • R Rev; OV PE $39712 P NOKOMIS, FL 34274 • sH -�01 NTS 3 �•� • • ral • • 0000 0 0000•• • 0000 • 0 • • • • 0 0. 000• • �. 2.784 r- .062 737 I .745_ OALUM. 6063 —T5 2.274 TP-7 2 T 1.707 - 1,187 r^— OALUM. 5063HS —T54 1 .655 1 - — — 2.784 OALUM. 6063 —T 1,451 --y .062 ALUM. 6063 —T5 4 1.019 I t .791 ALUM. 6063 —T5 REFERENCE TEST REPORTS:.FTL- 1889 & FTL -3739 t -- 1.523 1.023 l 2.330 I 062 2.710 -+-` 1.123 5 ALUM. 6063 —T5 1.187 IM- 2.029 062 1.403 U ALUM, 6063HS —T54 PRODUCT REYWD m eoap*ln VA& ft Mot �08t�51 .Or L _ 193 I -.-1 1.165 I . � I 057 t ' ,683 —�-� .050 A62 T-T 1348 .678 .050 JJJ ^ j 1.097 �- 413 O ALUM. 6063 —T5 8 ALUM. 6063 —T5 Q ALUM. 6063 —T5 e.d o e: F.1 03 D —NO CHG THIS Siff erso saner F.. 03/26/03 C -!OD !30,33 CNG 14,5 • • • aveQ B . te: Reaalone: • • F f t Do0/f f O f TB, TABLE,* EXT.e • • • • • • • • D. to 18 98 Rerat'na: ,re 8p Dote: 0.0000 • • • • • • • • qu;i= D,°8jbo: 2 9 98 •••••• • �( • • ••• EXTRUSIONS •••• • p • l[� TlRe: • • • • • • 'DNo TECHNOLOGY . FL 3 DRIVE 5 ALUMINUM SINGLE wINd6W .0 Swle: $bee!: • Qr ^wtn9 Ho. • • • Rw: Robert L. C19M P.E. P.O. BOX 1529 �r;ea /AfodeL 4 et +j • 464 0 • � • � • suucw712 NOKOhM FL 34274 SH -701 NTS � Swdursi • • e • • 2.325 s + 1.969 .062 1,350 �— } ® ALUM. 6063 —T5 1,451 --y .062 ALUM. 6063 —T5 4 1.019 I t .791 ALUM. 6063 —T5 REFERENCE TEST REPORTS:.FTL- 1889 & FTL -3739 t -- 1.523 1.023 l 2.330 I 062 2.710 -+-` 1.123 5 ALUM. 6063 —T5 1.187 IM- 2.029 062 1.403 U ALUM, 6063HS —T54 PRODUCT REYWD m eoap*ln VA& ft Mot �08t�51 .Or L _ 193 I -.-1 1.165 I . � I 057 t ' ,683 —�-� .050 A62 T-T 1348 .678 .050 JJJ ^ j 1.097 �- 413 O ALUM. 6063 —T5 8 ALUM. 6063 —T5 Q ALUM. 6063 —T5 e.d o e: F.1 03 D —NO CHG THIS Siff erso saner F.. 03/26/03 C -!OD !30,33 CNG 14,5 • • • aveQ B . te: Reaalone: • • F f t Do0/f f O f TB, TABLE,* EXT.e • • • • • • • • D. to 18 98 Rerat'na: ,re 8p Dote: 0.0000 • • • • • • • • qu;i= D,°8jbo: 2 9 98 •••••• • �( • • ••• EXTRUSIONS •••• • p • l[� TlRe: • • • • • • 'DNo TECHNOLOGY . FL 3 DRIVE 5 ALUMINUM SINGLE wINd6W .0 Swle: $bee!: • Qr ^wtn9 Ho. • • • Rw: Robert L. C19M P.E. P.O. BOX 1529 �r;ea /AfodeL 4 et +j • 464 0 • � • � • suucw712 NOKOhM FL 34274 SH -701 NTS � Swdursi • • e • • 1.250 2 x WOOD BUCK \ .6• < 250 MMAX. TYP. JAMB o .< ° —{ 1.250 . I 1 4� a• 1/4" TAPCON j�72 PANHEAD v 1 r. WOOD b9 °, 1`250 2 BUCK 0 114" TAPCON 250 h(AX. #12 PANNF.40 BUCK . ' o �y Dbro . i. 50 ° d ,• F.K. 761� /03D -NO CHG THIS SHT F,\ � F. /28/03 C -NO CHG THIS SHT. • • • • \ 250 MAX, 1 250 2 X WOOQ Revea ey: Gate: Revbtona: F,K. TB, TABLE• EXTRA 10 /i 1 /Ol \ GOA 1/4„ TAP I • • PANHEAD TYP. SILL _ 1 olo D " °. BUCK TYP_ _JA Al _ TYP. HEAD TYP, HEAD • 1.250 2 x WOOD BUCK \ .6• < 250 MMAX. TYP. JAMB PRUDOfi R£YlSXD 4� 1/4" TAPCON j�72 PANHEAD poeQ -Q,5t4 0r! 250 h(AX. 250 MAX. �y Dbro . q 1.500 ° d F.K. 761� /03D -NO CHG THIS SHT F. /28/03 C -NO CHG THIS SHT. • • • • ' 2 X WOOQ Revea ey: Gate: Revbtona: F,K. TB, TABLE• EXTRA 10 /i 1 /Ol • • • • • • • • • • TYP. SILL ° • " °. BUCK D. 818/98 °v:.w ur • • • *00 • 2998 b•' tIVDU_STRIE5 D.B. P',ffpflm •••••• • • • • • • • • ANCHORAGE •••• •••• • TYP. SILL 1070 TEcSNFL row 00*0 ALUMINUM SINGLE 'WIN W ••• RohRr[L Gatk P•E 34276M P.O. BOX 1629 Suiea /AkeoL_ ScMe:T[� Shaat • W—In9 ft • • • NTS 5 or� • Q•O�.Q• R ®• •:• REFERENCE TEST REPORTS: FTL -1889 & FTL -3739 Pc 939712 Sh on7l NOKOMIS, FL 34274 SH -7O1 • H MlAM ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DARE COUNTY.. FLORIDA METRO -DARE FLA GLEIt BUILDING • 140 WEST 2�15R�TnA"SVM 3F0-1��i. 6� • (304175'7Bb1 ITA9 (A97375J991 • NOTICE OF ACCEPTANCE (NOA) PGT Industries ' . : • : :: : • • • 1070 Technology Drive • • • Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials - The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in,Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is iietermined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the - applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High-Velocity Hurricane.Zone. DESCRIPTION: Vx Heavy Wall - AIuminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion", sheets it hrough 6 of 6, dated 04/28/00, with revision "A" dated05/03 /04, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp . with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSII,E IMPACT RATING: Large and Small. Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0701.09 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ✓��iiio 1 NOA No 04. 0528.05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 Page 1 . MIAMI -DARE COUNTY.. FLORIDA METRO -DARE FLA GLEIt BUILDING • 140 WEST 2�15R�TnA"SVM 3F0-1��i. 6� • (304175'7Bb1 ITA9 (A97375J991 • NOTICE OF ACCEPTANCE (NOA) PGT Industries ' . : • : :: : • • • 1070 Technology Drive • • • Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials - The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in,Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material. fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is iietermined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the - applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High-Velocity Hurricane.Zone. DESCRIPTION: Vx Heavy Wall - AIuminum Tube Clipped Mullion APPROVAL DOCUMENT: Drawing No. 6621, titled "1" Heavy Wall Mullion", sheets it hrough 6 of 6, dated 04/28/00, with revision "A" dated05/03 /04, prepared by manufacturer, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control Revision Stamp . with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSII,E IMPACT RATING: Large and Small. Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 0701.09 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ✓��iiio 1 NOA No 04. 0528.05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 Page 1 PGT Industries . . . . . . . . . . . . ••• • • • . ... NOTICE OF ACCEPTANCE: EVIDENCE SUBNIIT'ItDC • • ; •, ; •. A. DRAWINGS .. . • • • • • • • • 1. Manufacturer's die drawings and sections. '. '.• 2. Drawun ' No 6621, titled "1" Heavy Wall Mullion ", Sheets 1 thrduih B df 6, $fed • .. • •. • '.•• •• - 05/26104, with revision "A" dated 05/03/04, prepared by manufacturer, signed• and sealed by Robert L. Clark, P.E. B. TESTS I. Test reports on 1) Uniform Load Static Air Pressure Test, Per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test, per FBCJAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 60" x 54" mulled together with a 1x 2 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. M -2902, dated 01/05101; signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 01- 0323.02" 2. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test, FBC, TAS 201 -94 3) Cyclic Loading Test; per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum. windows (00 configuration) 80" x 76" mulled together with a 1x 4 x std. wall mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2903, dated 01105101, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 01- 0323.02" 3. Test reports on 1) Uniform Load Static Air Pressure Test, per FBC, TAS 202 -94 2) Large Missile Impact Test,.F.BC, TAS 201 -94 .3) Cyclic Loading Test, per FBC, TAS 203 -94 along with installation diagram of a pair of fixed alum.. windows with a transom lite (0/00 configuration) mulled together with a lx 2 x 3/V wall vertical mullion and a 2 x 6" x 1/4" wall horizontal mullion, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2975, dated 01/23/01, signed and sealed .. by Antonio Acevedo, P .B. "Submitted under NOA # 01- 0323.02" C. CALCULATIONS L Engineering Structural & Anchor Calculations, prepared by manufacturer, dated 08120/00, revised on 5/24/01, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA # 01- 0323.02" Manuel Per Product Control r NOA No 04-0 .05 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 E -1 . • ••• • • • ••• .. .. . . . • •. . •. . . . . . . . . . . • ••• • • • • ••• PGT Industries ••• . . . .. NOTICE OF ACCEPTANCE: EVIDENCE SK— AMI -14T D : -• .'. • D. QUALITY ASSURANCE • • • • :00 • • • • 1. Miami Dade Building Code Compliance Office (BCCO). •. • : : � •. : • • • • • • • • • • • • •• • • • • • ••• •• E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA # 01- 0323.02" 2. Statement letter of no financial interest, dated March 16, 2001, signed and sealed by Robert L. Clark, P.E. "Submitted under NOA # 01- 0323.02" 3. Laboratory compliance letter for Test Reports No. FTL 2902, FTL -2903 and FTL -2975, issued by Fenestration Testing Laboratory, Inc., dated January 30, 2001, signed and sealed by Antonio Acevedo, P.B. "Submitted under NOA # 01- 0323.02" G. OTHER 1. Notice of Acceptance No. 02- 0701.09, issued to PGT Industries for their 1" x Heavy Wall- Aluminum Tube Clipped Mullion, approved on 07/12/2002 and expiring on 06/28106.. 2. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). Manuel Per Product Control r NOA No 5 Expiration Date: June 28, 2006 Approval Date: July 15, 2004 E -2 • H PRODUCT PRODUCT wl -- -w2- ---� W @ W 1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING= W OR W 1 +W2 MULL LENGTH = H 1__w___l "ING PROD TP. H MULLION OWING H = H1 +H2 0 WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON 'PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W I 1. FOR �CHORAGE TYPE, QUAN77TY AND LOCA77ON REFER TO SHEETS 2, 3, 5 AND 6 2. WINDOWS MAY BE MULLED TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS: TIP1~ 8 , C' OR 0' BOTH ENDS TYPE 8 r C 0' LION ` OR BOTH ENDS PRODUCT ANCHORS: TTPE .8. .I Mt TYPI C' OR D" BOTH ENDS H PRODUCT PRODUCT wl -- -w2- ---� W @ W 1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 MAX OPENING= W OR W 1 +W2 MULL LENGTH = H 1__w___l "ING PROD TP. H MULLION OWING H = H1 +H2 0 WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON 'PAGE 5 & 6 MAX OPENING = H OR H1 +H2 MULL LENGTH = W I 1. FOR �CHORAGE TYPE, QUAN77TY AND LOCA77ON REFER TO SHEETS 2, 3, 5 AND 6 2. WINDOWS MAY BE MULLED TO A MAX. OF 7 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON — IMPACT 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ANCHORS: TIP1~ 8 , C' OR 0' BOTH ENDS ANCHORS w1---- _K W =Wl +W2 H = H1 +H2 (2) WINDOWS MULLED _/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) MAX OPENING = H OR H1 +112 MULL LENGTH = . W OR W 1 +W2 M2) MAX OPENING = W OR W l +W2 MULL LENGTH = H1 6� Roben P.E P'S #3.9712 . ANC1 C' + WIN wr 4- i�r2 I llr3 w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 . M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W i +W2 OR W2 +W3 MULL LENGTH = H1 eoucrmwo .► wmvhRe aue um variree • �, a9i 0006 0 CL4ZING PRODUCT .I Mt TYPI WON M2 GLAZING GLAZING H PRODUCT PRODUCT ANCHORS w1---- _K W =Wl +W2 H = H1 +H2 (2) WINDOWS MULLED _/ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 M1) MAX OPENING = H OR H1 +112 MULL LENGTH = . W OR W 1 +W2 M2) MAX OPENING = W OR W l +W2 MULL LENGTH = H1 6� Roben P.E P'S #3.9712 . ANC1 C' + WIN wr 4- i�r2 I llr3 w W = W1 +W2 +W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 & 6 . M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 +W3 M4) MAX OPENING = W i +W2 OR W2 +W3 MULL LENGTH = H1 eoucrmwo .► wmvhRe aue um variree • �, a9i 0006 0 �-- 2' OR 4'� Aar. lm MutLION T 1" MULL = �" X12 Ati. S.M. MIN. Sla MULLION CUP fSO AS NOT TO CUT FLANGES OFF OF NTERFERE WITH - a+aNNEf. Aero 2j �Z — O O ® F.ac:N OttrER) aysraLL AS SHOWN (Typ 112 LL F LLS. f99,� i ° M1ST B£ DADE COUNTY APPROVED. SEE NOTE 11 P.C.T. FOR 1' MULL " MuwoN TYPICAL MULLION TO MULLION INSTALLATION TYPE A' P.C.T. Ix MULLION WOOD SVCK REMMO TO CONCRETE c � / • r�2' OR 4 "1 .4ISTitCCEREO ON MM. OPPOSM SIDES, (SO AS NOr To fNfERFERE WMI 'BWt1C1CD t EACH OTHER) 21 (Ty O ® SEE NOTE if 1 MN. jJ• TAPCVN (246f) ., •. .. • r • p, `a• • •• : + ' y 1 °«, ^. ..; . OR BLOCK Nf0 FoWbi STRUCTURE ALL FASTENERS f7'. a . •'• '' a MUST BE DADE COUNTY APPROVED. SEE NOTE If TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC TYPE C °. PAT. Ix MULLION I I ,�12 F.N. SAIS. Aar.. lx MULLION" Oppostre SIDES STAGOfRm ON MN. (SO As sN WITH E4CH OTHER) WOOD 2A�1 ® O O SEE N0"7 SUCK (7yp) 112 WOOD SCREW (199 - MIN. 4 PENEIR MM LNTO 1i MIN. WOOD BUCK. ALL FASTENERS ^� MUST BE DARE COUNTY • APPROVED. SEE NOTE if `2 �rner MjL LION 70 STRUCTURE WITH WOOD BUCK TYPE 8° NO 1.. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEETS 5 & 6. FOR ANCHOR LOCATIONS SEE SHEET J. QUANTITY OF ANCHORS FOR MULL -TO -CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CUP -TO- OPENING. 2. REFERENCE.TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL „/ REPRESENTATION ONLY. FOR CORRECT QUANTITY OF Y.,,k4 A NCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR Roberti„ PA SPECIFIC APPLICATION. PE'939712 . . :Structural �-2' OR 4'—1 • , * , A "'a: 1 MIN. : ~ r r•' a ♦ i•, ..�' Via..•, �p��eLQULLION TnTRII�T(IRFWITH .m so M BUCK AND "U "BUCK ANDCONC�PE "U" • • • ® TO BE. USED ONLY WITH PGt•HU[11ISTRIES PRODUCTS;.•••: RBYad Ch ar • _ AM NOTATION . F.X. . J. A P.J.P. 4/28/00 • • AND g 1 ' HEAVY WALL MULLION'& CUP �IA ALLATIOV =IL s /mbdeL �-662 R .r DS 275 NOKOMS FLIJ4274 MULLS • 9 �►6 • 1 • • • • • A IACGERED I ON OPPOSLm MDES AS Nor TO (50 urTERFEw Wm1 WOOD 2$ {7YP j O O ® SEE NOTE if BUCK j 8 mp UK jj- TAPCON (2461) MN. j} PENETRlT10N JNfO CONCRETE OR Bf.�K STRUCTURE ALL FASTENERS -. MIST BE DARE COUN11' ',APPROVED SEE NOTE f1 • , * , A "'a: 1 MIN. : ~ r r•' a ♦ i•, ..�' Via..•, �p��eLQULLION TnTRII�T(IRFWITH .m so M BUCK AND "U "BUCK ANDCONC�PE "U" • • • ® TO BE. USED ONLY WITH PGt•HU[11ISTRIES PRODUCTS;.•••: RBYad Ch ar • _ AM NOTATION . F.X. . J. A P.J.P. 4/28/00 • • AND g 1 ' HEAVY WALL MULLION'& CUP �IA ALLATIOV =IL s /mbdeL �-662 R .r DS 275 NOKOMS FLIJ4274 MULLS • 9 �►6 • 1 • • • • • A IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTA77ON ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR Ix MULL MULL SIZE ix2x�q I x21x� I x 2 x i x 4 xi 8 MIN. FROM & MIN. FROM ENDS (TYP) � � ENDS (TYP) I T i 14 MAX. 4J 4 MAX MAX. 1 "I- MULL- C -Lc 1" MULL C P TWO (j ANCHOR LOCATIONSLO�TI�NS �REE .3ANCHOR L0�77 EXr wom DWG f 1099 O RUSION DWG B tO99 1 j MIN. FROM ENDS (TYP) 1" 1 I T TWO 2) ANCHOR LOGA170i EXTRUb70A'- DWG / 1099 i MIN. PROM — ENDS (TYP) Lv 'up .L. ys TNraPF 3) ANC LO( EXIR wm DWG d 1099 MAX. MIN.j 1' I1 FOUR ANCHOR LOCA77ONSLOCA�ONS Ex1RU31DN on f 1099 MIN. FROM i ENDS (TYP) I $ MIN. FROM (ENDS (TYP) ''- U C TA S REM0�0 FOUR )ANCHOR LOCATION5 E mmoN DWG 9 1099 i MIN.-J I-- -'A —4 1" � ' SIX (6) ANCHOR LOCATIONS amosm DW0 / 1099Dw % 1099 MbUCr REVJ8W aaaoatptyingsdt41§e p ww ouwbg Dso 4. W Pratuel - MIN. ENDS (TYP) 1" MULL V SIX ) ANCHOR LOCATIONS Exmuslo11 DWD 1 1099 1 I., k,pa NOTE PF.#39T12 SGUamral i. REFERENCE TEST REPORT Frz -2902, 2903 AND 2975 • TO BE : USED; 0 &_Y WITH PC% jIODISTRIES. P"LIC -- ----- Read 9r • • • • • • • • FK. •D NOAON �'"" � P.J.P. � 5/21/01 • • • • • • aw ANCHOR LOCATIO115" •• • ••'••' 1F9« •••••• • 1 " MULLION CL1rQ•'••' ••••• •••••• sule,�et dor •. sy Sheet ma�9 tdo. aar 1070 7wmvDtoDr mPo E• P.O. BOX Is29 • q NOKOaas FL says NOKIM. 1 ".276 MULLS • 1� 3 & ss2i • • A' A 3 2 � 14 1 3 T 2i L 1-{ `8 NO 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 i 32, r4� lx HEAVY. WALL MULLS MAT'L: 6063 —T6 . 3 8 4 4 4 •••••• ® TO BE USED ONLY WITH 'P Aevod By: Oster 8Y Data • 3 04 FK. 5 .P. DaM: °io`�" W P.J.P. 5/22/00• • • • • • rl ?6 cy INDU RobertL r.2. 7 " HEAVY WALL M 4f-K gEuudtrpj 1070. TECHNOLOGY ORAk P.O: 50X 1829 • NGUOWS, FL 34275 WKOmx T2 34274 MULLS • KWBuc¢REVIM „cQWv�rft.atnera. . aaaee cm. "S DDUCT ••••. •♦ • ••••• �OAES •����� dq. Rev: ••••6621 •••••• A •••• •- • as • •••• 00 0 1X2X.375 6PENING WIDTH" IN INCHES 2 Anchors 50 60 0 80 90 •100 110 120 130 160 ^ 42 155 142 134 130 130 1 130 130 1..30 130 130 Vertical Mull 1 48 _ 129 116 107 102 100 99 _ 99 99 99 99 50.625 115 100 91 85 82 80 80 80 .62 62 w .54 94 81 73 68 64 63 62 62 Mull v 60 67 58 51 47 44 42 41 41 41 41 Length Z 63 58 49 44 40 37 35 34 34 34 34 — Z 66 50 43 38 34 32 30 29 28 28 28 �72 38 32 29 26 24 22 21 20 2.0 20 �Opening� 76 32 21 24 22 20 18 17 17 16 16 Width Z 7$ 30 25 22 20 18 17 16 15 _ 15 _ _ - - - _ Horizontal Mull $4 24 1 20 17 16 J 16 96 19 - - 16 108 - - Opel ning 111 - - - - Width - 144 L _ 1x2.75x.375 OPENING W16TH IN INCHES Mull 314 Anchors 50 60 70 80 90 100 '6--T2-0—f3--0j 160 Length O42 1701170 170.170 170 170 1701170 170 170 170 170 170' 170 1701170 170.170 170'170' 2 48 1701170 1701170 1611170 1541170 150 170 �14 91170 149170 1491170 1491170 1491170 Multiple Mulled Units 5062. 5170117016111701481170140 !170136'17041170 1341170134117013411701341170 54 166,170 147.170 135 165 126 153 12IL 46 9 � 142 118:141 1181141 118 141 1181141 V0 145.152 1271131 1161116 1011107 1001100 96 96 .93 1 93 92 92 92 92 92 192 Mutf Z 63 131 131 112 112 99 , 99 90 190 84' 84 80 j 80 77 77 76 176 76 76 76 ; 76 Length Z 1131113 97 197 85 1 851 85 77 177 72 172 68 168 65 165 6W 164 63 163 63 163 7C 72 86 86 73 1 73 65 , 65 58.58 54 54 50 50 48 48 46 46 '45 45 44'44 —J 76 73 73 62 62 54 , 64 49 49 45 ' 45 42 142 40 40 38 138 37 37 36 36 z jg7 57 i57 50 l 50 45 1 45 41 1 41 38 38 36 • 36 35 135 33 ' 33 32 1 3254 45 45 40 40 35 35 32 32 30 i 30 28 128 27 27 26:28 24 24 Opening ���tymaoudmam�aw �. 90 43 •43 37 137 32 .32 28 • 28 26 126 241 24 22 122 21 121 20 120 19,1 19 Width 0+. ° ob 9$ 36 ' 3.6 30 ' 30 26 26 23 1.23 21 21 19 19 18 18 17 17 16 16 15 ' 15 108 25 1.25 21 121 18 1 18 16 1 16 I - I - . - 1 _ _ I _ I ' rroaa¢I 11123123 19!19 17117 15115 • • f • • TO BE USED ONLY WITH PG 0/01bLi.�iTR1ES •PRQQUCTS • • ., e�oa ey ooe. cnud W. eme« • ,n n reoronoA • • •' • • • • FK 5, 04 NOT S: P.J.P. 4128100 0000 • "0000• 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. • • • .l `� � P fS ••• PRESSURE CHAR � • 7 D ST 0.00 00*90 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, IN MM 0000•• •• 0091• CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET i. 1 " HEAVY WALL N • P.E shoe. Rent No. Rw. J. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 Rp#39n 2 roro rEocr ormi vo. eox e5zs /" • q�t3 $tt'uCNTeI NOxOMfS R 34275 MKOW, FL 34274 MULLS • ry i�7 5 6 6621 A t • 0000 • •. •• • 0000 • • 1X2.75X.650 OPENING WIDTH IN INCHES 314 Anchors 50 60 70 80 90 100 110 120 130 160 42 170 170 170:170 170 170 170 170 1701170 1701170 170 170 170.170170,170 7oj�7o Vertical Mull O4$ 1701170160;1701481 1691411161 13811581371157137157 137,157 170.157 7.01157 50.625 1661170 1481169 1361156 129' 148 125! 143 123! 141 1231141 123141 F1114 1231141 y 54 152,.170 1351155 124142 116 933 912 128 109 125 !08124108 1124 108124 Mun 60 1331152 117-134 106.122 991113 941107 901103 881101 88 100 881100 8811001 Length z 63.125 143 110 126 99 114 92 ,105 87 199 83 1 95 81 93 80 91 80 91 80 91. Z 66 1181135 1031118 93 007 86.97 81 190 77185 75182 73 180 73 179 73 179 72 10fi 108 92 192 81 i 81 73 �73 67 67 63 1 63 60 60 58 158 56 56 56.1 5-61. �ppenirtg� 7s 91 1 91 77 77 68 68 61 1 56 56 52 .52 49 49 47 47 46 46 45 145 Width m 7$ 84 184 71 1 71 63 63 56 56 51 151 46 ; 48 45 145 43 143 42 1 42 40 40 84 67 , 67 5757 50 50 44 ; 44 40 40 37 1 37 35 35 33 33 92 32 30 Horizontal Mull 1 90, 54154 46146 40 140 36 . 36 321 32 30 1 30 281 28 26126 25.25 2312 3 96 44 44 36 38 33 ' 33 29 29 26 1 26 24 ' 24 23 23 21 121 20 20 18 18 1Q$ 31131 26126 23123 20120 18118 17117 15115 l OPerting 111 29 29 24 1 24 21 121 18, 18 17 1 1T 15 15 _ • _ Y I _ _ 1 - - 1X4x.37�_ OPENING WIDTH IN INCHES my" 416 Anchors 50 60 70 80 90 100 110 120 130 160 Length 42 170.170 170 170 1701170 170 170 170 170 170 170 170 170 170 :170 170 170 170 170 ®4$ 1701170 170170 170 170 1701170 170 170 1701170 170 170 170,170 1701170 170 170 Multiple Mulled Units F50 .625 170! 170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 1701170 170 170 W 54 170 170 170 170 1701170 169 170 162. 170 158,170 157 170 1571170 157 170 157 170 s —Co 1701170 1701170 1541170 1431170 1361170 1311170 128' 170 1271170 127 X170 12711701 65 I �i! 2 63 170 170 159 170 144.170 133 170 126,170 1211170 117'F169 116 166 116 185 118 1 Length IIII z 66 1701170 1501170 1351'170 1251170 117,166 112.156 1081150 1061145 105' 144 1051144 I 70 1341170 120 165 1101148 103 136 98 127 94 .120 91 1116 89.1112 88 Ill 91 x E36 2 154 1 ` 144 170 125160 1121140 1021126 951116 90 1108 86 1.02 83198 81 95 79 93 i7$ 1401170 1211148 1081129 99 1116 92 � 106 r871 83 ' 93 80 - 89 78 1 87 75 184 0 enin 54128'1381111117 98 102 90192 83183 73173 69 69. 62 82 Ndthg 90 1121112 95 195 82 182 74 1 74 67 167 '58 1.58 '54 154 52 1 52 48 148 �92 92 78 78 67' 67 60 60 54 54 47 47_ 44 44 42 42 38, 38 47147 42 142 37 , 37 32 132 30 • 30 28 28 2512 • • 1 I 3123 • • FRODUCPNr, MI; •• • 11'1 �-2�-Tt 5943 1.43 38 138 34 1 34 31 31 29 1 29 27 27 2 �4427 22 i 22 19,119 17.17 15. 15 1 _ ! TO BE USED ONLY WITH PG 1 TRtE9 UCTS . or. oats: Chkd Br. a R042;* mr F.x. 5 • *ew N07A7tON • • • NOTES; Dm" By., P.J.P. 10mct 4/28/00 000 • • • • • 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. % V=wofian 6006 *000 • •:� • • 7 PRESSURE CHART 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, 6�i INDUSTW . . CONSIDER ONLY TWO ADJACENT UNITS AT A TIME SEE SHEET 1. xo PE 1*" HEAVY WALL *V M /0N • 000000 PB #�11� serbo/wodek . Ko. Ror 3. REFERENCE TEST .REPORT FTL -2902, 2903 AND 2975 1070 TECtw WY DRW P.O. a0x 1529 • N S 6 16 00*0 6621.••• Z NOKOW$ FL 34275 MOKOM FL 34274 MULLS ° •• • • • • ••• . ••• .•. ••• . • • 00 0 ..,:::.......• MIAMI•DADE M[A -v1*1. ADBCOUNT@'. FLaRIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 NEST FLAGLERSTRF�ET,•SUITC 16" • �•• PRODUCT CONTROL DIVISION MI/M�II, FVf�Idf:31:0:5t•3• • • (305) 375 2`IQ : A: (:07� 371 g9� a 00 NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHI (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply wiih the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series.SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, bearing the Miami - Dadee County Product Control Revision Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted.herein. RENEWAL of this NOA shall be considered after a renewal:application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION. of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of thisNOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 01- 04,17.04 and, consists of this page l as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. i NOA No 02- 0701.12 o Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 x H17,O07�— 7 1/2' — 7 1/2' 1/2J•5� 95.750 2 PONT \ \ LOCK OPTION / 7 I /2- —1 , 13' I MAX. ON CENTER TYP. HEAD & SILL 135' I TYP. MAX. 5 1/2" SEALANT ON FRAME CORNERS & PANEL CORNERS xx 7112' 7 1/2' -I��- I3' MAX. ON CENTER TYP. HEAD & SILL n r CCU Robert �L. park, P.E. P.E. #39712 Structural D.B.Q. ARGE MISSLE IMPACT DOORS 1.) GLAZING: .4011464 LmimT£D W/1NTERLAYER (MONSANTO OR DUPONT) 2.) COA'7GURATIONS: X, XX 3.) D£SCN PRESSURE RATING: 30)_- 464– LAM.r--- t75_P.S.F_ –75 P.S.F., ,Jb) 401 LAM.: +60 P.S.F. –60 15.S.f., 4.) ANCHORS: MAX. 7 112- FROM CORNERS (HEAD & SILL) MAX 5 112" FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAY, SPACING AT JAMB: 13.500 5.) NO SHUTTERS REWIRED 6.) R£f4RENCE TEST REPORT: fa-2241 7.) FOR LOCKING ASSEMBLY OPTION – SEE SHEET J Of 4 PRODUCT Ilt:v11F.o nn Py nG . llb m. ilo.W P.M.r. Cd• A-19 o a�No02 -0 ?O!•:2 1 E.0,wt ow DnIC l7 Qj� 1 3.5' L TY°. MAX. - tb In DwM trodM Cenral . 5 112' D1. l- -� PRODUCT RENtWED �t- G4t'j.o�b Nn� ACCti'i'eWCr• --.s 6 SEALART ON rRAME CORNERS t:(PIK AI'HyY ll, \71: tA0'tNt� & PANEL CORNERS rRUtx r r cYxmau.tW cE 01"A T I fOLGi L1w1 'r N • • • 70 echnolo gy D/. • • • • T ck info rm�ciwc : 1/6' : 10 Nokomis, F1.• • • • • • • t;nav .aa t vwe .GZ 1• • 34275 •••••• • � S,fks/Ftodeb *6 4, (N�Dt15TR1ES SWD -101 • • • • mwipl:nw: French • • 0 • • • • • Door — X, ., ,, ,d � W-: PGr W.' VENDOR NO: t•• �°� 971 Ools: er 1 �• �• •`li 2/16/98 95.750 93.625 71.750 MAX. .250— TYP. BOTH PANELS SPACE EXTE d s ACTIVE PANEL ROUGH OPENING SEE SHEET 3 FOR ANCHORS OPENING ROUGH AX. M SHIM OPENING 3.000 _,_I '� r 250 SPACE HORIZONTAL SECTION a IIN�_ 1.272 4 1.479 f 4.000 1.750 EXTERIOR 3a 39 84 3/4" DAYLIGHT OPENING 4 8 VERTICAL SECTION I INTERIOR 4.000 a 0 added 2 s 1.489 .250 >fr� 9 d I' SPACE" I ,/ } a� xOt e1v4 Ro i r, Clark. P.& R.r.d ar: oa11, P.E. #39712 oa• 1VIl 2 - - 3.00fl -^1� ROUGH OPENING Structural °fora By. 0.8. — 250 SPACE x( 7 . 6 ROUGH OPENING I- 1.480 PRODUCT REVISED e mmp1*j v11E the FI.M. Bwdln![ caa. A."a Mao2 -o ibl. 11 E1pl.H D." 1 L2 M4 1 D1d<Pr d.d Caat D"I m PRODUCT RENJEWLD LIMRAT10•`I OA1T• N? P� 2Z12°°b OI. X51.0 �L�.AN�a' PR K t:lriVlr. Dt1aANO OIXI. LOPt'fLS •••• •••••• 1/54 1070 TechnQl04Y• Oc• a«ad.aa : Nokomis, FI. • • •••••• 34275 � •'•• t �STRIES. S.ri..1ilal.l• • . . swo -tot ��... • D..MP11Pn: 0409000 •• • French Door — ElevotronS• • ' ' •••••• S. . e.1. Oro.1np xe. a• Pcr no: MOOR NO., • • 2a.¢ §7 1 D goo m 111111` 1� m- i �II �I 1/6 3/16 19 3/16 3/16 14 .2 5N1� 3.000 —1 WAX. SHIM I 3.000 MAX. —I SPACE WixON urn yr1 rX PYO INTLR[dFlll w/ ar. ro SArtrr PYR RrrrR�4rra SF£ XOiF. S ON ,StIT[T f SCE H0i[ J oN •$[[ECI —[ prSIGN PRrSS /I Rr RATIX • *60 os[. O v •N PRCiS.t1RL([AIItIG:__3LLarL 20 DOINT LOCK ASSY. 3 pol 1 oCK ASSY. 16 aea,lee,: p 16 0 oddcd 2 I,C MB. I1/ WVHORobert L. Clark, -By, 0.8. - BTTUC[vrstr PRODUCT REVISED u ,"Plyl.g IrNtl IM M.11d, Ontdlell Cede Aas<p•oe,e M. 62-e 701.12 C%plrnlea D.I. 1t!zz lot. M_! M. 7 Aiitle d<rlwetl CooleN CNvlelm PRODUCT RENEWED Ai:cwl'f�trCt w., of -04� �10 I EXVJRA"IOMDATT. tJoJ6 NdERU b try i st.. . t . L• ,..d.. L by , tvlslcat [NQ.00Itl ()(l�� . 11 KC(frTIC'[ •••• •••••• •• r lea, . ael. ael�� 1070 Technology D�• 1 • • • • • Nokomis, Fl. • °•x 34275 •••i • •• • • i 1!M•1 • .... �, � uSTRtES SW0 -101 • FO,rrc.eiPnnc: o �Ex Csl dW • : 0 ao1.0 Mp 4 Nef• • • • • Pcr MD.* f Q P • • • • • •••• ••s••• • • •••• •••••• •• • �uic 1 . WOOD DUCK r/r urconr © 7YP. —HEAD 112 Iw I IuUA n t i r . *OW BUCK 112 ® „TYP HEAD r,,0 Iw —I I.w r Mt)OD � uat TYP. JAMB T JA "0" "T Jx'H$ re MWAR i /ice 7• CM LOW 70 51.18. IAIJ� TYp 51LL w • O V. T B QTY /DESCRIPTION VENDOR VENDOR T. -- ....... AF 111.1 41 1 1811 X . ✓o rn. r1 -- L; PRODUCT REVI SED P:WDUCT RZ?q pi w u eomp111.e wDL the Florid. t Da1dIng Code AtJCrffftvcr. W, Auxpta.ee N. 02- 0701.12 oUE>H 2Z %06 e:pinDoa Don I crrlat%IXl`it1AM � W a c bt4 Dad. Peod.m C..41.1 i rwt 04 'j!�: � x Vn • • • • • • • •••' • R.W.We: 1070 TechfJp& eW- • • D added 2 I. lock into f_tk� Nokomis, Fl. • • • 34275 • • • • • • • • /� �mw.21' •••• sort :,/u.eer: . • •ljyj]USTRLFS. .... I'.SKID -101 •• �, ••••• � (� /Ol ualnwk DeewiDt:en: 000000 French Door — An c er e BY1.IC1.• •••••• Robert I- Clark, P.E. a.wD. 1/ coke 8y scar.; saes D.ofn4 N.. D.B. n /Ir /ao rcr No: �N00R W. • • • lAl�. !971 � P.E. #39712 mown or. Da°' 98 18 • Structural D.B. 2� • • • • •••• • • Inspection Date: 0511512006 Inspector: Grande, Claudio Owner: VIRTUE, JASON Job Address: 381 103 Street NIF Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone 1305)795 -2204 Fax: (305)756 -8972 Miami Shores Village, FL 33138- Project: <NONE> Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Alteration Phone Number (786)202 -9698 Parcel Number 1121360130280 Block: Lot: Contractor: ARENAS CONSTRUCTION Phone: 305 - 75941438 Buildina Department Comments Friday, May 12, 2006 Page 2 of 2 Inspector Comments Passed Failed E] Correction Needed Re- inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. 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N r O M 24" —� ss 0009.. 0000 . .. • • 0000 '6' 0 .609. 0000 � • ...6e. 09.e. 0 0 • 0000 •.999. •000 0 6 00.00• 0900 • 0000.. ..004 • 0 .00.6 •s9. _ • • � 0000.. * sees • .• 009006 0000 • • 9006 N r O M 24" —� Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 4113/2006 Expires: 0411012007 Permit Number: RC -4-06 -913 Owner's Name: JASON VIRTUE one: Permit Type: Residential Construction Parcel #: 1121360130280 Work Classification: Alteration Block: Lot Job Address: 381 103 Street NE Section: PB: Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor ARENAS CONSTRUCTION 305 - 759 -4438 Yes Comments: RENOVATION OF EXISTING BATHROOM Additional Information Type of Construction: BATHROOM RENOV, Occupancy: Single Family Stories: NA Exterior: NA Front Setback: NA Left Setback: NA Bedrooms: NA Plans Submitted: Yes Certificate Date: 4/10/2006 Rear Setback: NA Right Setback: NA Bathrooms: NA Certificate Status: NA Additional Info: NA me of this permit, I agree to coverea nereunaer 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 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.20 Education Surcharge $0.40 Notary Fee $5.00 Permit Fee - Additions /Alterations $100.00 Scanning Fee $6.00 Technology Fee $2.50 Total: $115.10 Building Department File Copy Applicant Signature Total Square Feet 0 Total Valuation: $ 2,000.00 Slab Termite Letter Fill Cells Columns Tie Beam Window and Door Buck Window Door Attachment Framing Insulation Drywall Screw Gelling Grid Final PE Certification Shutter Attachment Shutter Final Invoice Number Amt Due I Amt Paid RC -4-06 -24476 $115.10 —LI - u Total: � APR 18 PAID C_- C C. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. l a — Inspection Date: 07/20/2006 Inspector: Devaney, Michael Owner: VIRTUE, JASON Job Address: 381 103 Street NE Miami Shores Village, FL 33138- Project: <NONE> Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (786)202 -9698 Parcel Number 1121360130280 Lot: Contractor: MESA ELECTRIC SYSTEMS CORP Phone: 305 - 279 -5498 Buildina Department Comments Wednesday, July 19, 2006 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($73) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, July 19, 2006 Page 2 of 2 Inspection Date: 0510512006 Inspector: Devaney, Michael Owner: VIRTUE, JASON Job Address: 381 103 Street NE Miami Shores Village, FL 33138- Project: <NONE> Permit Type: Electrical - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Phone Number Parcel Number 1121360130280 Block: Lot: Contractor: MESA ELECTRIC SYSTEMS CORP Phone: 305- 279 -5498 Buildina Denartment Cnmmpntc Thursday, May 4, 2006 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee l ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Thursday, May 4, 2006 Page 2 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 411312006 Expires: 04 11012007 Permit Number: EL -4 -06 -915 Owner's Name: JASON VIRTUE one: Permit Type: Electrical - Residential Work Classification: Addition/Alteration Job Address: 381 103 Street NE Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor MESA ELECTRIC SYSTEMS CORP 305 -279 -5498 Yes Comments: REMODEL EXISTING BATHROOM Additional Information Type of Work: BATHROOM RENOVATION Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $0.60 Education Surcharge $0.20 Permit Fee - Additions /Alterations $150.00 Scanning Fee $3.00 Technology Fee $3.75 Total: $157.55 Building Department File Copy Applicant Signature Parcel #: Block: 1121360130280 Lot Section: PB: Total Square Feet 0 Total Valuation: $ 500.00 Alteration Underground Rough WW Service Change Meter Box Fire Alarm Relocation Final Invoice Number Amt Due Amt Paid EL -4-06 -24475 $157.55 Total: A R 18 PAID NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. ►►fspecuvn uaie: unzu /zuun Inspector: Levrack, James JUL 2 -5 FO Owner: VIRTUE, JASON Job Address: 381 103 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Buildina Department Comments Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)202 -9698 Parcel Number 1121360130280 Block: Lot: Wednesday, July 19, 2006 Page 1 of 2 a i I p t Comments Passed Eq, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Wednesday, July 19, 2006 Page 1 of 2 a i Inspection Date: 07/20/2006 Inspector: Levrack, James Owner: VIRTUE, JASON Job Address: 381 103 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: HOME OWNER Buildina Department Comments Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (786)202 -9698 Parcel Number 1121360130280 Block: Lot: Friday, July 21, 2006 Page 1 of 2 0 6 l� In o Comments Passed E!�/ Failed El Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Friday, July 21, 2006 Page 1 of 2 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Permit Status: APPROVED Issue Date: 4/1312006 Expires: 04/10/2007 Permit Number: PL -4 -06 -914 Owner's Name: JASON VIRTUE Phone: Permit Type: Plumbinq - Residential Work Classification: Addition /Alteration Parcel #: 1121360130280 Block: Job Address: 381 103 Street NE Section: Miami Shores Village, FL 33138- Contractor(s) Phone Primary Contractor HOME OWNER Yes omments: REPLACE TOILET, SINK AND TUB Additional Information Type of Work: BATHROOM RENOVATION Type of Piping: Additional Info: Bond Return Classification: Residential In consideration of the issuance to me of this nPrmit I anraa to nerfnrm tha work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Lot: PB: Total Square Feet: 0 Total Valuation: $ 300.00 Underground Rough Water Main Top Out Main Drain Lavatory Water Service Re Pipe Heater Final Fees Due Amount Invoice Number Amt Due mt Paid CCF $0.60 PL -4 -06 -24474 $173.00,; Education Surcharge $0.20 Total: Permit Fee - Additions /Alterations $165.00 AN 18 PAID Imo, Scanning Fee $3.00 Technology Fee $4.20 Total: $173.00 1 C Building Department File Copy NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Applicant Signature CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION N° 621 Miami Shores Village, Fla: Owner, Agent or Tenant of Building Lot y Block f a' ` Subdivision-- 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 thft the applicant will abide by and comply with all conditions of Ordinances Nop. 92, 93, 94 Ad 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of "Mianti Shores Villa e-, poi Mpg Ao the erection, construction, alteration or remodeling of i ijldings r �t oture� s' OWNER'S NAME PRESENT ADDRESS LICENSE NO. PHONE NO. JO_E_CHERIM ' 12;9 N E 1] G th Street 78 -3222 JOB LOCATION (ST. OR AVE.) LOT BLOCK SUBDIVISION 381 N E 103rd Street 22_ ;.Wt23 118 MS -if 5 GENERAL CONTRACTOR ADDRESS PHONE NO. LICENSE NO. Owner Same I I BUILDER'S BOND // n BUILDING PERMIT NO. 0639 DATE 6/ -4 PERMIT FEES 14.00 NO. 706 _ DATE 6/8//,8 ZONE R -6 REQUIREMENTS 18,500 CU. FT. PLAN CUBE 22,395 /CU. FT. EST. COSTS 9500.00 DATE 7� JDH % /7 /ly8 DRAWINGS, SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: TYPE STORIES ROOF CONSTRUCTION . INTERIOR CONSTRUCTION Frame. y I ry CBS 1 Tile Oak Floorr, iml.stone A NEW CONSTRUCTION -porch DESCR IPTION REPAIRS iv Rm-Din Rm- screened porch encl -Kit -3 BedRmS -2 baths DESCRIPTION ALTERATION -Car attached garage ADDITION _ APPROVED REJECTED (REFERRED TO COUNCIL REASONS SUBMITTED TO PLANNING BOARD RE- SUBMITTED TO PLANNING BOARD REMARKS SUBMITTED TO VILLAGE COUNCIL CERTIFICATE. OF OCCUPANCY NO. 621 ISSUED11/26/48 BY .TDH I TO .Tnp (.1jol- air BUILDING PERMIT AND INSPECTION RECORD -MIAMI SHORES VILLAGE " BUILDING INSPECTIONS INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY FOUNDATION DATE FEE TEMPORARY SERVICE FEE TEMPORARY SERVICE he �NyO. i1 660 BEAMS & LINTELS SEPTIC TANK Same $ 1.00 H. W. HEATER CONN. S SEWER FRAMING 7/1/48 T7� JDH $ SOLAR HEATER $ MOTORS I $ GAS $ FIXTURES $ FINAL $ INF,PECTIONS DATE CLEAN -UP RE- INSPECT BY RE- INSPECT BY ROUGHING yll Sin PERMITS & INSPECTIONS CONTRACTOR Si�u. fe Bros —1— PERMIT NO. 67,30 DATE 6 42/48 FEE S 10.00 p NEW BLDG. ALTERATION X ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. REPAIRS DATE FEE TEMPORARY SERVICE FEE TEMPORARY SERVICE he �NyO. i1 660 $ SEPTIC TANK Same $ 1.00 H. W. HEATER CONN. S SEWER $ RANGE CONN. $ SOLAR HEATER $ MOTORS I $ GAS $ FIXTURES $ $ INF,PECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY ROUGHING BY TEMP. SERVICE Jp GAS ROUGHING r67 �}pO / /1 8 JDFi 7/17/468 JD II JDFI SEWER H. W. HEATER CONN SEPTIC TANK 6&4/48 RANGE CONN. SOLAR HEATER FIXTURES �} 0 6 l8 T� JDH Ltr t OK fi_na_1 10/6/48 ELECTRICAL PERMITS & INSPECTIONS CONTRACTOR K, & H Electric Co PHONE PERMIT NO. 6821 DATE 7115/48 FEE ��--yy $ 11.80 r NEW BLDG. 11 I ALTERATION ADDITION REPAIRS SPECIAL PERMITS PERMIT DATE FEE TEMPORARY SERVICE he �NyO. i1 660 ��}} 6 O $ 1.00 H. W. HEATER CONN. $ RANGE CONN. $ MOTORS I I $ FIXTURES $ INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TEMP. SERVICE Jp ROUGHING r67 �}pO / /1 8 JDFi 7/17/468 JD II JDFI H. W. HEATER CONN RANGE CONN. FIXTURES & FINAL 11 /23 /x. JDH APPROVAL TO POWER CO. FOR SERVICE DATE 11 23 4 BY H MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE 194_. ELECTRICAL PERMIT N? 6821 License ___ Contractor's PLUMBING Work to be performed under this Permit Owner of Building Architect Contractor or Builder Legal Lot Bl• Description 'Subdi- vision Address of II Value of I Amt. of Building _ Project I Permitr` This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the Mans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans Cr drawings or in the statements or specifications and-that hQ 4 sumes respon- sibility for work done by his agents, servants or employees. ` Signed:— -_-- J,5-- In consideration of the issuance to me of this permit I agree to perform the pork covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or si-ecifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my .cent, servant or employee. ' CONTRACTOR OR BUILDER BY AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE ELECTRICAL. PERMIT N? 6730 Contractor's PLUMBING License No._ Work to be performed under this Permit_ _ Owner Buildin Archite Contrac or Build Legal Descrip 194_ of g ct for er Lot II BL Subdi- Lion vision A Address of Value of Amt. of Building Project I Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: _ _ By - 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 responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY Address of Value of Amt. of Building Project I Permit This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed: _ _ By - 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 responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ELECTRICAL PLUMBING Owner of Building Architect Contractor or Builder Legal Lot Description Address of MIAMI SHOFZES VILLAGE, FLORIDA ,V BATE C� 194 C O �• PERMIT N. 6685 0_ ractors nse.No. —/ , Work to b . perf med under this Bl. Subdi- vision Value of This permit is granted to the contractor or builder named above t construct the cation herefor in strict compliance with all ordinances pertaining theret and with the u plans, drawings, statements or specifications that may have been subm' ed to and apprc at any time if the work is not done in compliance with such ordinances or if the plans a permit is granted is the understanding that the contractor or builder named above assui regulations pertaining to the work covered hereby whether shown on the p s or sibility for work done by his agents, servants or employees. or to install the equipment or device descri in the appli- ing that the work will be performed in complian with any ie proper municipal authorities. This Permit may be -revoked d without authorization. A further condition upon which this .>popsibility for a thorough k ow ledge of the ordinances and th e e iss r sp iifficat *ns nd that he assumes respon- r✓ *, Signed: Rv _ INSPECTOR In 4nsideration of the ' suance to me of this permit I agree to perform the work covered hereunder in co iance pertaining �beretopan str ct onformity with the plans, drawings, stateme or specifications submitted to the proper In accepti is e it I as u e responsibility for all work done by either m' if t, servant or employee. z �� � CONTRACTOR OR BUILDER BY a� alt-ordinances andugNaonS'; rities of Miami Shores Village. AUTHORITY MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE & 194 ELECTRICAL PERMIT N° 6730 Contractor's PLUMBING License No. Work to be per£o ed under this Permit Owner of Building Architect Contractor or Budder Subdi- I,,egal! Lot I Bl. Descraption vision Val f Address of / ' �w t t Building a Permittf ) / r-I., This permit is granted to the contractor or builder named a ove to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsi dity for a thorough knowledg the 6.k4inances and regulations pertaining to the work covered hereby whether shown on the plans or drawin-s or in atements or specifications a thatihe assumes respon- F/ sibility for work done by his agents, servants or employees. t' Signed: _✓ ` - a � ;; By 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 pertaini eto and in strict conformity with the ns, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In acce king this perm' 'I ass o responsibility fovalyworZ done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER �i BY I A3rTODr4TY MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE l,„j 194 at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further conditio upon which this permit is granted is the understanding that the contractor r builder named above assume s ' y for a tape knowledge a umes respon- sibility and regulations pertaining to the work covered hereby whether shown on the plans or drawin or 7n s ements or specifications and umes respon- sibility for work done by his agents, servants or employees. Signed In consideration of the issuance to me of this permit I agree to peyf6im tVwork covered hereunder in compliance with 0�,,pprdinances d d�eeg]�?�p ns'` pertaining thereto and in strict conformity with the plans, drawings, sfatemenfs or specifications submitted to the proper authofitigs of Miami 9horbs•�illdge. In accepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. �N 'vim CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ELECTRICAL PLUMBING Owner of Building Architect Contractor or Builder _ Leal Description Address of MIAMI SHORES VILLAGE, FLORIDA DATE mil., jt 194 �► PERMIT N" 6639 Contractor' _ License No, Work to be performed under this Permit ' z" 1 T. 0j.'!V -Yl_ f Bl. I � W 4 � � le vision r Value of. 3r- % f I Amt. of " 1 /% f -� Proiect %./ ti'f .r Permit ! /'"° This permit is granted to the contractor or builder named above to construct the building or to install the equipment or` device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of e ordinances and regulations pertaining to the work covered hereby whether shown on the plans dr dr�i s or ' t statements or specifications and h assui bs respon- sibility for work done by his agents, servants or employees, n" "`° Signed: B ' SPECTOR In consideration of tke issuance to me of this permit I agree to perform the work covered hereunder in compliance Axll ordinances ar�d p 4ations pertaining thereto and i strict; conformity with the plans, drawing's, stpfements or specifications submitted to the proper aufIic3rities of Miarl4i 3hores `Village. In acceptirig,this pern3KI ass�ne responsibility for all work done by- either myself, my agent, servant or employee. #. ?p CONTRACTOR OR BUILDER BY AUTHORITY BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING _ . ❑ _- T❑ . ,■. _-. PERMIT NQ 5463 Owner of Building'' Work to he performed under this �. ntractor Builder 1'�'N� Legal Description Lot of T, Subdi- vision DATE 1957 Contractor's , I License No. Permit Value of Amount of Project S Permit $_ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawin gs in tllp statements or specifications and that he assumes responsibility for work done by his agents, servants or employees - , Signed: BY: —- 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 Ling thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac• 1 this permit I assume responsibility for all work done by either, pymyself, my agent, servant or employee. CONTRACTCR OR BUILDER BY AUTHORITY 6 MIAMI SHORES VILLAGE, FLORIDA BUILDING DATE 194_ ELECTRICAL PERMIT Nn 6685 Contractor's' PLUMBING License No Work to be performed under this Permit Owner c Building Architec Contrac or Build Legal Descrip if 1 t for er Lot I I Bl. Subdi- vision Value of Amt.. of Project Permit Address Building This permit is granted to the contractor or builder named above t construct the building or to install the equipment or device descri in the appli- cation herefor in strict compliance with all ordinances pertaining thereto d with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications find that he assumes respon- sibility for work done by his agents, servants or employees. (% Signed: r INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered heretYnder in com ance pertaining thereto and in str i t conformity with the plans, drawings, statements or specifications submitted to the proper ; In accepting this permit I as responsibility for all work done by either myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY all ordinances and regulations rities of Miami Shores Village. AUTHORITY BUILDING ELECTRICAL PLUMBING Owner of Building i MIAMI SHORES VILLAGE, FLORIDA DATE 194— PERMIT Nn 6639 Contractor's License No. Work to be performed under this Permit Architect #' Contractor or Builder Legal Lot Jt- Bl. Description 'A Address of ov Subdi- vision 5,,.' �•� Value of F' r = rr �` Amt. of Project Permit JtF uI mg ,. This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the appli- cation herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the ;OR ;BUILDER that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining tered hereby whether shown on the plans or drawings or in the statements or specifications and that he assume_ s respon- sibility for work done bvants or employees. - Signed: INSPECTOR � By ,s' ration to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations mity with the plans, drawings, statements or specifications submitted to the roper authoriti% Miami Sh Villa onsibility for all work done by either myself, my agent, nt or em yee R BY BUILDING ❑ ELECTRICAL ❑ PERMIT PLUMBING ❑ ROOFING ❑ ❑ Owner of Building Architect Contractor or Builder Legal Lot Description Address of Building Bl. DATE ' 195 N94894 Contractor's License No. Work to be performed under this Subdi- vision Value of Project $_ Amount of Permit S This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: BY 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 ac- cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. n�wrrn a nm�n nn nTTTT II BUILDING ❑ ELECTRICAL ❑ PLUMBING ❑ ROOFING ❑ 01 Owner of Building Architect Contractor or Builder _ Legal Description Lot MIAMI SHORES VILLAGE, FLORIDA DATE.___ PERMITNV 6839 Contractor's License No. _ Work to be performed under this Permit___ B1 Subdi- vision 19 Address of Value of Amount of Building Project $— Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. 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 ac• cepting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. CONTRACTOR OR BUILDER BY - - -- AUTHORITY —BOT E STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number. -------------------- - - - - -- -PART II - SITEPLAN --------------------- - - - - -- >cale: Each block represents 10 feet and 1 inch = 40 feet. I :D 1 .3 Notes: Site Plan submitted by: -"- Plan Approved .� �__ Not Approved Date / 1`'` By County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT DH 4015,10/96 (Replaces HRS -H Form 4015 which may be used) Page 2 of 4 (Stock Number: 5744 - 002 - 4015 -6) COD WE STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Authority: Chapter 381, FS & Chapter 1OD -6, FAC CONSTRUCTION PERMIT FOR: [ J New System [ ] Existing System [ ) Holding Tank ( ] Repair [ ] Abandonment [ ] Other(Specify) APPLICANT: PERMIT # DATE PAID FEE PAID RECEIPT # [ ] Temporary /Experimental AGENT:Iri PROPERTY STREET ADDRESS: LOT: BLOCK: SUBDIVISION: '4 PROPERTY ID #:, [SECTION/TOWNSHIP/RANGE/PARCEL _.% }f :; ---- �1 � ti. -c"�; NUMBER] [J [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 1OD -6, FAC. REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALL OTHER PERMITS EXPIRE ONE YEAR FROM THE DATE OF ISSUE. DEPARTMENT OF HEALTH APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. SYSTEM DESIGN AND SPECIFICATIONS T [ ] [GALLONS / GPD] SEPTIC TANK /AEROBIC UNIT CAPACITY MULTI- CHAMBERED /IN SERIES:[ ] A [ j [GALLONS / GPD] CAPACITY MULTI- CHAMBERED /IN SERIES:[ ] N ( ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K [ J GALLONS PER DOSE DOSING TANK CAPACITY DOSE -RATE [ ] PER 24 HRS NO. OF PUMPS: [ ] D R A I N F I E L D 0 T H E R [ j SQUARE FEET PRIMARY DRAINFIELD SYSTEM ( J SQUARE FEET SYSTEM TYPE SYSTEM: [ ] STANDARD [ ] FILLED [ ) MOUND [ ) CONFIGURATION: [ j TRENCH [ ) BED [ ] LOCATION OF BENCHMARK: ELEVATION OF PROPOSED SYSTEM SITE [ J [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT BOTTOM OF DRAINFIELD TO BE ( ] [INCHES /FTJ [ABOVE /BELOW] BENCHMARK /REFERENCE POINT FILL REQUIRED: [ ] INCHES EXCAVATION REQUIRED: [ j INCHES INSTALL IL DF LOAMY COARSE SAND SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: AT LEAST 2.0 FEET WIDER AND LONGER THAN THE PROPOSED ABSOMPOM BED OR DRAIN TRENCH <' " TITLE: -- r EXPIRATION DATE: DH 4016, 10/96 (Replaces HRS -H Form 4016 [page 1] which may be used) (Stock Number: 5744- 001 - 4016 -0) Applicant CHD Page 1 of 2 INSTRUCTIONS: 4r PERMIT NUMBER: Permit tracking number by County Health Department. APPLICATION FOR: Check type of permit; if "Other" specify type in blank. APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent. AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID#: 27 character ID number for property. (Health Department may require property appraiser ID# or section /township /range /parcel number.) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter IOD -6, FAC. DRAINFIELD: Minimum specifications from Chapter IOD -6, FAC. OTHER: Other specifications, such as operating permit requirements, low- volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by County Health Department. EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. • MrAMI SHORES VILLAGE PLUMBING INSPECTION DEPARTMENT APPLICATION FOR PLUMBING PERMIT r Permit No. _ Zebyy - -- Date------- -- ---- -- -_° Application is he ad e for the approval of the detailed statement of the plans and specifications herewith sub itted for the building 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 Miami 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 work.. % / Owner's Name and Address " C 6 Of `j �% Div e_ `� - No.--------- -- ------------- ----- -- - - -- Street--------------------------- Registered Architect and /or Engineer - - - -- �' - - - -- - - — / ----- - - - - -- ---------------------------------------------------------------------------- --------- - - - - - -- ------- - - - - -- Employing Plumber's Name _ /!�l C� O -`s ----------- - - - - -- - - -- --- - - - - -- NoZll� I f Al CAA -- Street - i1 --------------------- � � ,Et Location and Legal Description Lot__�__a._ _ ___ W_ ___ _ __� L3 _____________ Subdivigon_��! ____ _`______ -_ -,� Block - --/ Street and Number where work is to be performed—No ----------- — ------ M ---- - ------------- Street_______ State work to be performed and purpose of building (By Floors) New Building--------------------------- - - - - -- Remodeling------------------------ -- - - - - -- Addition----------------- - - - - -- Repairs--------------- - - - - - -- No. of Stories------------------ - - - - -- Size Septic Tank -- �-- a - - - -- "� e"' -- -Type of Tank-- ---- ----- -- - - -- ------------- - - - - -- Capacity Gals------------------------------------------------- i Feet of Drain Tile --------- p _ °_________________ ___ -- ______Dist. Feet of Tank or Drain Field from Well ----------------------------------------------------------------------- - _- _-- ______________ Nature of Water Supply: City—Well --------------------------------- -- ____________- ________- ___Size of Soakage Amount of Permit ( Signed Plumbing Inspector. The undersigned aipplicant for this building permit 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 com- plied with the provisions 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 inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ gnly such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village." (Signed) Master Plumber. STATE OF FLORIDA, } ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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, My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. CLOSETS BATH ( TUBS SHOWERS LAVA- TORIES SINKS SLOP SINKS LAUNDRY TUBS URINALS CATCH BASIN FLOOR (DRINKING DRAIN Nose TOTAL FOU NT'NS �1 LL• FIXTURES LIST CHECK r SEPTIC SEWER DRAIN SOAKAGE GREASE SOLAR DEEP SPRKLR. SWIM'G TANK CONN. FIELD PIT TRAP HEATER WELL SYSTEM POOL CONTR. LIST LIST CHECK Size Septic Tank -- �-- a - - - -- "� e"' -- -Type of Tank-- ---- ----- -- - - -- ------------- - - - - -- Capacity Gals------------------------------------------------- i Feet of Drain Tile --------- p _ °_________________ ___ -- ______Dist. Feet of Tank or Drain Field from Well ----------------------------------------------------------------------- - _- _-- ______________ Nature of Water Supply: City—Well --------------------------------- -- ____________- ________- ___Size of Soakage Amount of Permit ( Signed Plumbing Inspector. The undersigned aipplicant for this building permit 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 com- plied with the provisions 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 inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ gnly such sub - contractors, on work to be performed under this permit, as are licensed by Miami Shores Village." (Signed) Master Plumber. STATE OF FLORIDA, } ss. COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared 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, My Commission Expires Notary Public, State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. 04 � � z 2 L 4 J. I I CIAM 1SHORES VI LLAG E ELECTRICAL INSPECTION DEPARTMENT OPLICATi ION FOR ELECTRICAL PERMIT Date- ---- - --- ----- ------------- - - - --- -- -- Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building 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 pf Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complie with, wheth rei specified or not. A copy of approved plans and specifications must be kept at building during progress of work. - - - -� -- .. Owner's Name and Address ___________ __---- ._— _— _____________— ___-------- - - -- No._ _— -- - - - ----- __. Street_ r~ / Registered Architect and /or Engineer ----- --___________ --- --- _-- 1- -- ---------- --------- ------------------ ---- � - - - - -- — - ---- __ —_�_ Employing Electrician's Name ---- s -A --E --- ---- - - -- -- No ------------ - G �- ---- - ------ Location and Legal Description Lot ------------ --------- — _— ___-- ----- _-- ___ --_ Block----------- _- ----------- --------------- SI Street and Number where work is to be performed—No --------- G_�_______ State work to be performed and purpose of building (By Floors) _ ______ ____ ___ �.1'I -- y - �____ers- -k- -- - - - - -- i__________ New Building--------------------- ------- - -- - -- Remodeling---- ----- -- --- ----- --- - - - - -- Addition..---- ---- - - - - -- - - - - - -- Repairs--- --------- --------- - - - - -- No. of Stories..---- ----- - - - --- Service Overhead Size Feeders ---------------- Conduit ------ - -____ Main Sw ------------ __ ----- Amps. -- ------- Main Fuses ----- - ----------------- Amps. Underground Type of Installation — Conduit__ ______________ Tubing ---------------- BXL ----------------- Metal Moulding - -----------_----_---------------------- Amount of Permit $ - -: Electrical The undersigned applicant for this building permit 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 com- plied with the provisions 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 inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub - contractors, on work be performed under this as are licensed by Miami Shores Village. (Signed) -- -- - - -- -= -- ___- --- - ----- ------------- Master Electrican. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared ---------------------------------------------------------------------------------------------- -- -------- ---- -- ---- - - - --- -- — — -- - -- - - - - -- - - - - 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. My Commission Expires Notary Public. State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. WATER W. HEAT. SPACE STRIP Sw ITCH OUTLETS LIGHT OUTLETS PLUG RECE'P'T's FIXTURES No.LAMPS REFRIG. OUTLET IRON RANGE RANGE OUTLET OUTLET CONN. HEATER CONN. HEATER HEATER TOTAL CONTR. LIST CHECK ENT. Sw. D:ST. CAB. SERVICE TEMP. SERVICE PERM. MOTORS 0-1 HP MOTORS 1 -3 HP NEON TRANS. RADIO TOTAL CONTR. CHECK Service Overhead Size Feeders ---------------- Conduit ------ - -____ Main Sw ------------ __ ----- Amps. -- ------- Main Fuses ----- - ----------------- Amps. Underground Type of Installation — Conduit__ ______________ Tubing ---------------- BXL ----------------- Metal Moulding - -----------_----_---------------------- Amount of Permit $ - -: Electrical The undersigned applicant for this building permit 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 com- plied with the provisions 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 inspection on the site of the work such public notice or notices as are required by the Act. The under signed agrees to employ only such sub - contractors, on work be performed under this as are licensed by Miami Shores Village. (Signed) -- -- - - -- -= -- ___- --- - ----- ------------- Master Electrican. STATE OF FLORIDA, COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared ---------------------------------------------------------------------------------------------- -- -------- ---- -- ---- - - - --- -- — — -- - -- - - - - -- - - - - 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. My Commission Expires Notary Public. State of Florida NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by improper notice for inspection, or faulty materials and /or workmanship. Miami Shores Village Building Department 10050 N.E.2nd Avenue; Miami Shores, Florida 33138 Tel: (305) 7 §5.2204 Fax: (305) 756.8972 BITILDING APR 1 2006 Permit No. PERMIT APPLICATION aster Permit N — 3 FBC 2004 B Y: Permit Type (circle): Building Electrical Plumbin Mechanical Roofing Owner's Name (Fee Simple Titleholder)���, \�'Z} Phone # I T Owner's Address Ss I L � Ci State Zips i Tenant/Lessee Name Phone # Job Address (where the work is being done) 3 :! I ` p— j c:L City Miami Shores Village County Miami -Dade _ Zip FOLIO / PARCEL # / Is Building Historically Designated YES NO Contractor's Company Name _ C' 4 "N N -s Phone # Contractor's Address- 6(_51 \ j City Qualifier Name State Certificate or Registration No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ c>c� State Type of Work: ❑Addition ❑Alteration Describe Work: _Zip_ Phone # Certificate of Competency No. juare / Linear Montage Of Vf yew �.. •�� , ❑ Demolition Submittal Fee $ C) Permit Fee $ CCF $ 0, GCS CO /CC Notary $ Training/Education Fee $ ° Z 0• Technology Fee $ 'Zo Scanning $ Radon $ __ DPBR $_ Zoning $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ Total Fee Now Due $ 1-73, Vy See Reverse side --> Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done incompliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspcction which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature '= Signature wner or Agent Contractor The foregoing instrument was acknowledged before me this 60 The foregoing instrument was acknowledged before me this day of , 200L by ES 7 � Z ; day of , 20 _, by , V i'r-A J 2. who is personall known to me r who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: INGRID NTZKA -- Notary Public - State of Fbride Sign: ' CM*$im Ex0ms Nov 6, 2009 1 DD 451936 Print: Yi a„ N.4i --.i u..,... A— My Commission Expires: APPLICATION APPROVED (Revised 02/08/06) as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: (�2' Gans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-.2204.xUk,A(305) 756.8972 BUILDING �(g��� y Permit No. 5LCf----> PERMIT APPLICATION D AP� 1 0 2006 aster Permit No. �3 . FBC 2004 1 t Permit Type (circle): Building Llectrical Plum_jjj6g Mechanical Roofing �U v Owner's Name (Fee Simple Titleholder) WL � M\ �� Sv \ J � rnone # Owner's Address 3 ,K� \6 �) S T City __M State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) ` N � U 3 kAA S� City Miami Shores Village County Miami -Dade Zips FOLIO / PARCEL # / Is Building Historically Designated YES NO Contractor's Company Name S �_ Iecre, G S ,. hone # �� � ' �P� Contractor's Address _�� (� � .�' � 'V�...5' City o k1 GV1 1 G� Statei(. S,- Qualifier Name 45eWo_s A- Phone # -76� 0.5­2 6 State Certificate or Registration No. i 12 0 U j Z. S-k 3 Certificate of Competency No. C9 O p 0 1 C D S / Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ s Square / Linear Footage Of Work: Type of Work: ❑Addition Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: ji ►� l f'Cp ty�` j �+` LriC7;lS�✓1i` Submittal Fee $ Permit Fee $ 1"t CCF $ CO /CC Notary $ Training/Education Fee $ 0 - ?_0 Technology Fee $ 3 - %,fS Scanning $J. (;0 Bond $ Structural Review. $ Radon $ Code Enforcement $ DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ S� S See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done incompliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature. Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: ,n Signature Contractor The foregoing instrument was acknowledged before me this day olt 3 � , 20 f by who is personally known to me o>NWF,&T'a9WbWue n Q FuiiRil3l m�i1i2 F ,t e as identificaf o Mid nt NOTARY PUBLIC: expires: MAY 02, 2009 Bonded Thru Atlantic Bonding Co., Inc. Sign: Sign: Print: Print: n My Commission Expires: My Commission Expires:, _ L; 4c" APPLICATION APPROVED BY (Revised 02/08/06) Plans Examiner Engineer Zoning Miami Shores Village j Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 a6 A Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING M Permit No. P-CC� _ 9 13 PERMIT APPLICATION APR 1 0 2006 aster Permit No. FBC 2004 B Y. �J� Permit Type (circle): Buildin Electri 1 Plumbin Mechanical Roofing ,tom ( Owner's Name (Fee Simple Titleholder) Nom! C� ��Na P � one # Owner's Address _:3e� (� l City � State Zip �� d Tenant/Lessee Name Job Address (where the work is being done) E-15-3 i Phone # KIE i (D3 s -T- City Miami Shores Village County Miami -Dade Zip :Z 1 -3 . FOLIO / PARCEL # Is Building Historically Designated YES NO_� Contractor's Company Name (�Z���� Phone # 00 Contractor's Address �212> �i� City ' - State Zip Qualifier Name Phone # State Certificate or Registration No. CA(3 C76S_') � Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Z oCXD . Phone # Square / Linear Footage Of Work: Type of Work: QAddition ❑Alteration E]New Repair/Replace ❑ Demolition Describe Work: 7:> �-- C) J �� C\3 L k�- c6',/\VS \�` 17\� N:rl �oa /L� Submittal Fee $ © Permit Fee $ A� 6 CCF $ CO /CC Notary $ Scanning $ Training/Education Fee $ Radon $ Bond $ Code Enforcement $ Structural Review. $ Technology Fee $ _ DPBR$ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is,�issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. � \ n Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced As identification and who did take an oath NOTARY PUBLIC: Sign: Print: Signature 06 Contractor The foregoing instrument was acknowledged before me this 1C) day of 4-Pe ) I= 20 (:*—by,,� who is personally known to me or who has produced bas identification and who did take an oath. NOTARY PUBLIC: Print: My Commission Expires: My om 'ssion ExD� 6 dE7(] jL�s: SEP 27�106�' Bonded Thru Atlantic Bonding Co., Inc. APPLICATION APPROVED BY: L'O Plans Examiner Engineer Zoning (Revised 02/08/06) PRODUCT APPROVAL REVIEW FORM Page 1 of 1 A CONTRACTOR: East Coast Windows & Doors, Inc. LOT: 22 & W 1/2 Lot 23 BLOCK: 118 SUBDIVISION: Miami Shores Sec 5 PB 10-47 *ETI=Eurotech Industries / PGT=PGT Industries (PV-Proview Single Hung) / SMI=Smith Mountain Impact Systems / EGS=EGS International, ILLC 1. 2. 3. 4. 5. 6. 7. 8. r 9. OPENING LOCATION PRODUCT ACCEPTANCE NUMBER PRODUCT APPROVAL DESIGN PRESS. RATING PSF PSF PRESS. RATING READ. FOR SPECIFIC OPEN. PSF PSF MIX MUM TESTED SIZE ROUGH OPENING SHUTTERS REQUIRED? Y/N I PGT 03-0612.06 58.2 58.2 T75 42.7 57.2 74 x 63 74 X 50 3/8 N 2 PGT 03-0612.06 66.7 42.7 57.2 74 x 63 74 x 38 3/8 N 3 PGT 03-0612.06 66.7 69.6 42.7 46.2 74 x 63 74 x 63 N 4 PGT 03-0514.01 66.7 80 42.7 46.2 53 Y8 x 76 19 Y9 x 38 3/8 N 5 PGT 03-0611.02 75 70 42.7 46.2 134 x 56 37 x 50 % N 6 PGT 03-0514.01 66.7 80 42.7 57.2 53 Ye x 76 37 x 50 % N 7a PGT 03-0514.01 63.4 63.4 42.7 46.2 53 Ye x 76 91 1/2 x 50 % N 7b PGT 04-0528.05 136 136 42.7 46.2 144 1 x23/4X90 N 8 PGT 03-0514.01 66.7 80 42.7 46.2 -63 Ye x 76 37 x 50 % N 9 PGT 03-0514.01 66.7 80 42.7 46.2 53 Ye x 76 37 x 38 % N 10 PGT 03-0514-01 66.7 80 42.7 46.2 53 Ys x 76 37 x 50 % N 11 PGT 02-0701.12 60 60 42.7 57.2 95 3/4 x 79 3/4 37 1/2 x 79 3/4 N 12 PGT 02-0701.12 60 60 42.7 46.2 95 3/4 x 79 3/4 71 3/4 x 79 314 N 13 PGT 02-0701.12 60 60 42.7 57.2 95 3/4 x 79 3/4 71 3/4 x 79 3/4 N see**@ 0*00 0000 00 00000 0 0 000 6000:6 00 0 -"1!*- 0 0 0 0 A 2 6 Bedroom 'J I-) 49' 7a,7b 13 0 0 0 00 Soo 00 3 S�4 U KNHINAI��N NI JA I Wind loads per Tables 1609.6B & 1609.61) Florida Building Code 2004 Zone 4 Zone 5 +42.7 +42.7 -46.2 -57.2 Mean roof height is 12' MRH x.4 = 4.8' Width of builidng is 49'W x.1 = 4.9 Corner distance (Zone 5) is 4.8' 1 SOS - I I �e) FjF(-,-FTVED 7MAY Q. 2006 E 8 13 -7 7 11 3/4 x 79 "if4 FD 37 X" 550 5/18 SH Bedroom 37 x38 3/8 SH 3 1 Bedroom 49' 74 x 38 3J8 HR 2 7 -x w0 5) / 8 S H irk x 55 0 5/ 8 H R ronnertc-ir bai- E., P] 10 Miami Shores Village 1 ,Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING P- FTVF' PERMIT APPLICATIO MAY 0 s 2005 FBC 2001 I _ Permit Type (circle): Building Permit No.� e < ( 27L5' Master Permit No. Mechanical Roofing Owner's Name (Fee Simple Titleholder) a\z \u'vc- Phone # Owner's Address es —O City jA-2S,, �NbTE � State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 3 Is Building Historically Designated YES NO ✓' Contractor's Company Name .i }1 C t'- I y I -F Zftone # C'\ Contractor's Address Al City State �- �U Zip `Z2 t 9 �, Qualifier State Certificate or Registration No4� -lL /5 Q 1) Lj j Certificate of Competency No: �� -� 7 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit � i ( , -- Type of Work: ❑Addition alteration E]New Describe Work: Square Footage Of Work: ,3(D? Repair/Replace ❑ Demolition Submittal Fee $ 0 Permit Fee $ f-& CCF $ • 4 CO /CC Notary $ Training/Education Fee $ Technology Fee $ 6=�, ti . Scanning $ 1 Z CC Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ JUN 0 2 PAID (Continued on opposite side) .1 . Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur Owner or Agent o The fore ping instrument was acknowledged before me this The fore oing instrument was acknowledged before me this day of t f , 20 Q�,, by T/asvn3 V ! /� Z c day of , 20�6, by who is personally known to me or who has produced F -7�L who is p sonef ally known to e or who has produced NOTARY. Sign: Print: As identification and who did take an oath. �A NOTARY Sign: -� Print: as identification and who did take an oath. I .ua 7r LLj C e., CM DU122M My Commission Expires: �F 1 y 5, M Commission Expires: ExFims jwy5, o G _ adc�i Thrn y �Q�; Bonded APPLICATION APPROVED BY: Plans Examiner Engineer chc 05(13/03 Zoning PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date v3 oC /tea Job Address ( 3 F1 ,N C t Q:? r A Tax Folio Legal Description Historically Designated: Yes No. Ow=Axssee / Tenant, v M u 5 ZJ cM Master Permit # Owner's Address 391 N r 10 `� , t St e g r Phone 3 0 5 :759 '5 3:7 3 Contracting CO. (6c 17d '1'e -r1 cc or— P I o r a l u, . ,Address L15'y W-5 S Queer SS# ' SPhone 3 3 ` State # Architect/Engineer Bonding Company Municipal # Competency # Address Address Ins. Co. Mortgagor Address Permit Type (circle one): UILDING LECTnnRICAL PLUMBING MECHANICAL ROOFING PAVIN FENC SIGN WORK DESCRIPTION /� ✓� a 4Gr ..v/���rrs�i 1�'L4.'Ft,.vy► ors- 1�tyh Square Ft Estimated Cost (value) 3 a 5 a - a.- WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR EUPROVEMENTS 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 compli ce with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the workswed. X�-i G3 %vt� y 3 Signature of owner or Condo President Date Signature of Contractor or own -Buil Date Nye ' %� 67 -1/5j - y Notary as to Owner and/or Condo President Date Notary as to ontractor or Owner - Builder Date My Commission Expir , CIAL SE My Co ion Exp' GLRDYS l VILLAR , ��nY �G`ti EVEEfttuy ASCAL NOTARY PUBUCSTATE OF FLORIDA ' MY COMN CC 6r tOt G MISSION NO. CC714103 :a EXPIRry 2, � MY C ISSION EXP. MAP.1 Bonded Thfu U*� FEES: PERMIT RADON C.C.F.NOTARY� BOND APPROVED: TOTAL DUE Zoning Building ,it t Electrical .. ' -nical Plumbing Structural Engineer t PERMIT APPLICATION t FOR MIAMI SHORES VILLAGE Date J �' ®00 Job Address =3 N C /02 S 7y&8 i Tax Folio Le Descxi tiara gal p / Historically Designated: Yes No Ownera.,essee / Tenant 72 �mdsL 1� Master Permit # TW 1� `T Owner's Address -76-'6-37-3 i N < �3 57^x2 2✓ /Vr r r�lii, ° slh rejphone 3 gtr Contracting Co. C SS ! Po 0 (/`s (/l C Address gcc 1je- /'Sts l Qualifier /� /t L SS# Phone 3 oT 'T Y S' Pl D O CD State # C?,"'C O J 2> 0 J Municipal # Competency # Ins. Co. AD` wli ArchitecVEngineer I Address Mortgagor Permit Type (circle on BUILDIN ELECTRIC PLl WORK DESCRIPTION 1'-1 � Poo,, . pry - I`-00L P/,01,1< Address Address ROOFING PAVING FENCE SIGN Square Square Ft. Estimated Cost (value) /(?/ 00 a 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 laws regulating con tion and zoning. Furthermore, I authorize the above -nam V/ My President Date done in compliance with all applicable as to dnd/or Condo pp ;side�, Date as add tder emission Expires: KENNTtt 5t+'RMAN My J10 r'aS 'fit wWO� ,1W Notary Public, State of Florida NbWS3NS 1Qnd keloN J My comm. exp. May 24, 2003 141AN3), © ! _ Comm. No. GC819725 oft W0 l D PERMIT RADON C.C.F. _NOTARY BOND -300 a Leo r TOTAL DUE APPROVED: ? / Znning /� ((( Building I" � Electrical Jay 3 r, Mechanical Plumbing r Engineering �vlZ f v+o PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 2A/ /(%L �if Tax Folio Legal Description Historically Designated: Yes No Owners / Tenant Z Master Permit # % Owner's Address 59 / 0 6- 10.3 'I - Phone Contracting Co. _�, Address 1900IjC IV ,& J Qualifier ZE S SS# � Phone 9 i"/ yo® 0 State # t%7Zs Q�2J � � Municipal # Competency # � Ins.. Co. Architect/Engineer / 4 Address �� / ��f� % 7 A a Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. I❑ 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 anq~CAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is laws regulating construction and zoning. Furthermore, I authorize the at will be done in compliance wi all applicable r the work stated. 1 Signature of owner an r Condo President Date a ' WExpires: Date u Notary as to Owner and/or Condo President Date der Date My Commission Expires: y o N ®ra� F7 fR Y PUbi- SH MAN My Comm. e X , State of Florida Comm. N® CC8 24, 003 d� RADON C FEES: PERMIT r .��.C.F. NOTARY BOND TOTAL DUE- APPROVED: Zoning ceding Electrical �CoGr✓ Afi Mecdranical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date I _ -0 Job Address � 1 N E l0, �'c� Tax Folio iza Legal Description Historically Designated: Yes No /Lessee / Tenant � UM � S 0-d � Master Permit # `1 (p Owner's Address 33-1 A,�. e Phone 3 0 5 — 7�' ' S 2 Contracting Co. %" r, C � se'0 'T � t Address Qualifier S ..e. bhuj — 6(- lol SS# Phone 3-6 State # 197 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION /Vw✓ ICL Square Ft 3 00 Estimated Cost (value) A F 50 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IIVIPROVEMENTS 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 perfmned to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS 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. A�k Gl 0 ° -z E*�) i, va Signature of owner or Cando President Date Signature of Contractor or Owner - Builder Date r APPROVED: Zoning Mechanical Notary as to Contractor or Owner - Builder My Commission Expires: C.C.F. / 0�0 NOTARY BOND .?00 Date TOTAL DUE °L v Building Electrical Plumbing Structural Engineer \J ) T PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date -1- 5~ Job Address -381 NLF /0'-3 s Tax Folio Legal Descr Owner / Lessee / Tenant g�i C U i F?- 1q, an )4J Master Permit #_ 3-730 Owner's Address 10--;; s Phone -.rl _ Y/ fL Contracting Co. ai ¢�I2') Address Qualifier SS #6 - - Phone State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Permit Type(circle one): B LDING ELECTRICAL WORK DESCRIPTI Address PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Square Ft. Estimated Cost(value)� %� WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction.' I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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. t�A ignat of owner and /o Condo esident ig ure of Contractor rOwn;r- Builder; Da Dater Notary s��r ni F '�] A esident otary asp pp o o p r Builder My Couni isM *RA M MONTIEL My CO il, io PiAMMIA M MOMEL * COMMISSION NUMBER 2 * COMMISSION !UMBER C�C401261 � q CC401261 dt9t it CAF p!9 MA 00 fMI SIOg xp. * * * * * ��� OQO *MY COM ISSION •EXP. # ** F4 �F F4 AUG. 17 1968 FEES: PERMIT Z RADON C.C.F. r NOTARY TOTAL DUE f APPROVED: Fire A Other Zoning Buildinav Electrical Mechanical Plumbing Engineering. i PEIRMIT APPLICATION FOR MIAMI SHORES VILLAGE Date _ q— Job Addrms AJLS /03 S7' Tax Folio Legal Description Historically Designated: Yes No Ownerd e / Tenant �lV % _� r:Zhp; , DStS .-J Master Permit # `�`r� Owner's address /03 S7- Phone 7.51 ig et, Contracting Co. __D —aV— i�0 Address 3 f3 J I`/ a- 103, 5! Qualifier State# SS# - - Ph= Municipal # Competency # Ins. Co. Bonding Company Address Mortgagor Address Permit Type (circle one): B'UELDING - C IT'RI A PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION STD :r/`SS7A t t ��eabia, (ems Sd,.S Square Ft. Estimated Cost (value) '# 5a 1 WARNING TO OWNER: i 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 IN'T'END 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 amicable Zabin.construction and zoning. Furthermore, I authorize the above- n ed contractor to do the work stated. OP-1LA 1% � , _ 3 1. 81im—W of owner an or Condo Pfisident Date 9i gikure of C for or m - er Date 54 f �s Notary as to Owner and/or Condo President Date My Commission Expires: Notary as to Contractor or Owner- Builder. My Commission Expires: FA01. RY PUe! OFMAL NOTAR°�SS 'n SAWAA M i , CO S " liR CC401261 FEES: PERMIT RADON C.C.F. i NOTARY APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering �r ZC/ — Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 4T_- 19-Od Job Address ORI V E' / D a Tax Fol Legal Description (Own; / Lessee / Tenant�� -Ai& 5 5;2_q� y1 Master Permit # Owner's Add Contracting Qualifier_ Phonq&a 2.1-7- -a`^3 Z3 �) &a 75- "yo e Phon �T 2 2( 2� State iCi9e 34"fl Municipal �� ` Competency Ins.Co. Architect /Engineer 1A Address Bonding Company_ ,� /t% Address Mortgagor Address Permit Type(circle WORK DESCRIPTIONI LDING ELECTRICAL PLUMBING CHANICAL ROOFING PAVING FENCE SIGN Square Ft. Estimated Cost(value) ,jam `Yr 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 FINANCIN'NG, 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 t above -named contractor to do the work state, d. Signs ure of owner and /or Condo President Signature of Contract o or Owner- Builder Date: Date: Notar as to Owner nd/or Condo President Notary a Fi�4°ppCLDwne� uilder My Commission Expires: N� a Kedt� �!uj My Commi ion �F��e ,A•CE C� a� Comwe" # 00 W610 tacyrA SON NO• CCb74619 ' s Rory ion 11, UO3 GoM tON XP. 5 18 awba" *fit * * * * I'' r AtdatlliaBoll M Inc: N Z FEES: PERMIT �jr� RADON C.C.F. � NOTARY f "� TOTAL DUE APPROVED: Fire Other Zoning Building Electrical Mechanical _ C/ �(Q° 7� Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Da O 6 Job Address 3 S AJC Zfj ,.J % Tax Folio Legal Description Historically Designated: Yes No OwnerAtssee / Tenant ZY90 AJ ASV Cir- Master Permit # Owner's Address ( / CE ID Phone Cont acting Co. _ �/v Address "l1 I MCI CII Qualifier SS# - Phone State # Architect/En&eer Municipal # Competency # Address Bonding Company Address _ Mortgagor 41t U C L' M&gAeg- Address Ins. Co. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION -r4 x Square Ft. Estimated Cost (value) # /D D Q. go WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR EWPROVEMENTS 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 or stated. n Signs o o er and/or Condo President Date Signature 7, ntractor or Owner - Builder D �I x.36 �3 Z � �a S ®� l ,?1- ';2-aa Notary as to Owner and/or Condo President Date Notary to ontractor or Owner - Builder Date My Commission Expires: My Coxunission E res: OFFICIALK SEAL GLADYS J VILLAR NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC714103 MY COMMISSION EXP. MAR 1 FEES: PERMIT RADON C.C.F. G% NOTARY BOND r d�- APPROVED: TOTAL DUE Zoning Building Electrical Mechanical Plumbing Struchuld Engineer r PERMIT APPLICATION FOR MIAMI SHORES VILLAGE c� Date C) 7 11WIn Job Address 0 `3 Tax Folio 2-9 Legal Description s `Z �% 2 S� fi64 :d 1,e�r Z Historically Designated: Yes No Owner/Lessee / Tenant /� ��,�., __ ) Master Permit # � =f Owner's Address y ` / v /0 '-2, S Phone Contracting Co. k C&s, Address ' l� I U LA) S Z S %- Qualifier © SS# ' Phone(3 6527" .r-0E -0 6 State # Ct�C 057667 Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Mortgagor M /V, A Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRHynON zi'VS-7—i9J -/a Ti,o?,v s- 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 o er arWef Condo President Date Signature of Contractor or - Builder Date Notary as to My Commis O c ' 7,� A NI ONTIEL CO (>N NUMBER a CC797277 a O MY C0" ASSION EXPIRES OF FVOP PAC. 17,2002_ FEES: PERMIT -� RADON APPROVED: Zoning z. `% a--G Date Notary as to Contract r Owner - Builder Pate Y0 My Commis ' cN FICIAL NOTARY sEal C O ~P� 779 S MARGARITA MONTIEL / C� `y � f 't( 0 �p9AgSS10N NUMBER �?�22✓ CC797277 C '1 d 5dY cc kOsS&ONEXPIRES C.C.F.J- 1D NOTARY S Z) BOND TOTAL DUEq. -!r= Building k* 994 too Electrical Mechanical Plumbing Structural Engineer ����� PERMIT APPLICATION FOR MIAMI SHORES VILLAGE /r Date v Job A ° i� Q 3 �k Tax Folio )3 Jo 0 60 Legal Description r ! � W s Historically Designated: Yes No Qualifier State # Municipal # SS# - Competency # Architect/Engineet Address Bonding Company Address _ Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION i Phone Ins. Co. PA SIGN Square Ft. 20 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS 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. F et Signature of Contractor or Owner - Builder Date C P►OMw4310N A GC93644, 1 t.XPN�iS MAY 14 2Qfl4 /V/3/00 " 11 bbriolo at - Notary as to Contractor or Owner - Builder Date es;� r My Commission Expires: r Q V / � � © ® � FEES: PERMIT RADON C.L.F. NBTAR Y BOND APPROVED: TOTAL DUE OQ Zoning uildmg Electrical Mechanical Plumbing Structural Engineer 0 ., c cue: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 4 14 3 Date � 2 %1-t Job Address 3$1 NL<' ID3ra {G7- Tax Folio Legal Description / Lessee / Tenant 40 In P5®r4 ; Master Permit #36-;r3, Owner's Address 'a / N,F ! 0 3 �— Phone `7S-I yr% Contracting Co. 110U 6 d Co �S'e : �w e� Address 40 N � ?(0 S Qualif D SS# / Phone „�•�!�; � State #j�jV R (iEW Miunicipal # Competency # Ins.Co. Architect /Engineer, /v� Address Bonding Company. Address Address Permit Type(circle one): BUILDING �E}LECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN WORK DESCRIPTION t ai,g- 6 - lgO,%,aS CJ&O '7 Square Ft. T_ Estimated Cost(value1f�42 9� 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. --,} =a T� blgnatur,4 of owner and/or Condo President Ugnature of Contractor qtj Owner - Builder Date: b - - Ct`f ate: vim, x,24,2 aiw �� o/u v In Notary as to Owner an �10 I y EAL Nary as r d1re OIMe Builder My Commission Expi .� �i�BARSARA ANN FUGAZZI MY Commis O 10l� Q !!t1 i; COMMISSION' NUMBER I t'*f" Dfe. 3. O Q tn�. No CCYN003 ` CC360191 ** * * *�F, F�o�\o►v coIISSIONxaa. MAR. 29 1999 F 6C7 FEES: PERMIT RADON C.C.F.! NOTARY TOTAL DUE `t APPROVED: Fire Other Zoning Buildinst Electrical Mechanical Plumbing Engineering . PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 2/ Job_Address_ J Lot �� Tax Folio Legal Description Owner / Lessee / Tenant J-�Ale tZ±� L5fs-! Master Permit # Owner's Address_ �� Phone Contracting Co. Address Qualifier SS# Phone State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Cr' Square Ft. - Estimated Cost(value)�'Z© 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 au ho 'ze the above d contractor to do the work stated. G Sin f9e qr IfUwner and /or CoA#o President Si re LoCon, or` er- Builder Date: Da tar -I T,apqwrieacq► d�6�!►RVc resident o a � �as'U ao '�oxaer stn er- Builder My Co * M M& MY NUMBER My ncoM 1 SWNN ER CC401261 Q cc401281 SBMIrfe 1+I i MY COMMISSION EXP. p MY COMMISSION EXP. ** it 4 F\,o * AUG.* 17t99� * * * * *FOF F��� A G. 17*1998 00 ��• o FEES: PERMIT %gy" RADON C.C.F. s NOTARY S• TOTAL DUE . - APPROVED. Fire Other Zoning Building_ Electrical Mechanical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 12 -30 -99 Job Address 381 N.E. 103 Street Tax Folio Legal Description Historically Designated: Yes [M Owner/Lessee /Tenant Thomas Zdon & Jose Mestres Master Permit# OPkD Owner's Address 381 N.E. 103 Street Miami Shores Phone 751 -0382 Contractingco. Quality Roofing Contractor, Inc. Address 13800 N.W. 1st Avenue Qualifier Carlos Arocho SS# Phone 751 -0382 State # R C 0 0 5 8 6 2 7 Municipal # Competency # 17 A S 9 Ins. Co. Architect/Engineer Mortgagor Address Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Tear off old roof to wood deck, tin cap 301b. ASTM felt as per cod( install galvanized eave drip and valley metals where required, mop on with type III asphalt one layer of 901h ASTM felt, install Spanish : Clay Banta Fee Gelethri tile with adhesive polyfoam setting. Square Ft. 26sq _ Ti 1 P Estimated Cost (value) $ 10,300.00 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. nature of owner and/or Cond4iJsident Date Signature of Contractor or Owner - Builder ate Notary as to Owndf and/or C Notary as to Contra or or ate Y Expires: MARYL ERNAND�X M Commission Expires: ,,,^ MARYLQU H M Commission E ires: Y F.ftlVAN(Z MY COMMISSION # CC 680474 ;.. MY COMMON # CC 880474 ' E ORES: October 10, 2001 ; sondedThor Notary Pubk Unde^" � :;� ?. EXPIRES: October 10, 2001 f1. Bonded Notary Pubbc (burg FEES: PERMIT RADON C.C.F. C ' 6 NOTARY ' D BONDS TOTAL DUE_= APPROVED: Buildin 6 Electrical / t 1 Zug Mechanical Plumbing Engineering PERMIT APPLICATION FOR MIAMI SHORES VILLAGE - MIAMI SHORES, VILLAGE ELECTRICAL INSPECTION DEPARTMENT APP ICATION FOR ELECTRICAL PERMIT Permit No. Application is hereby made fc i the approval of the detailed ,statement of the plans and specifications herewith •subnmitted for tha.b of other structure herein described. Th' application is made in compliance and conformity with the Building Ordinance of Mismi'Shates Vill , Floor%,, ' and all provisions of the Laws' of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of- the Baildisg 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 work. Owner's Name and Address ----- ---� -- - .1.."_'�.� ` ___ - - -- - - - -- No. -_ __ Registered Architect and /or Engin -___- Employing Electrician's Namei_ _a':CC_�_ _ Stt_.,! Location and Legal Description Lot 0 c ______ Subdivision— Street and Number where work is' to be performed —No. `2 -_ j ___�____M_ z State work. G be performed and purpose of building (By Floors)_ New Bail ding_._._-___.? -___ ----- - -------- Remodeling - --- ___. ---- - ------------- Addition ------ - - - -__ Repairs ------- No. of `Stdr�►,.._ t 6 ail ' Sery Overhea Size Feeders��_____ Conduit__ ek -__. Main Sw.___Lw i-i Amps. _ Main Fumes ..�..,- �....-..,.....,.Y_A* ground Type of Installation -- Conduit ------ -__w `_�T ing�� }__ _ B.X.L ----------------- Metal Moulding _� Y -. .. »_«,... ......�._.,..., ., Amount of Permit $___1__ } V --- _ - - -Si nod - — ( g ) Electrical Inspector. The undersigned applic nt for this building permit does hereby certify that he understands and acgpts his obligations as an employer of labor under the Florida Workmen Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and. will require similar compliance from all contractors or sub - contractors employed by him in to work to be-,` performed under this rmit and will post or cause to be p k pe pe � p posted for inspection on the site of the work such public n/�tlee of aaticeer: � asSS: required by the Act. The under 'signed agrees to employ only such sub - contractors, on work to be, performed Minder d* permit, as sine (` licensed by Miami Shores Village. • " (Signed) Master STATE OF FLORIDA. es. f COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths - and take - atknovrledgm -mm, y I , appeared to me well known, and wha, being by me first duly sworn, upon oath deposes and says that he is tire:....- ._...... of the above described cou;struction, that he has carefully ,read the foregoing application, and that he did sign the same. and that loco therein. by him stated are true. ........_..�....- .._�. - -�_ . ..................... ............................... .. ........... .......,.»........._..... ....,....................,..,.. My Commission Expires Notary Public. State of Plod& NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by impsopec nom fo , bt faulty materials and /or workmanship. SWITCH LIGHT PLUG FIXTURES REFRI6. IRON RANGE RANGE WATER W. HEAT. SPACE STRIP' .r�� "' ^: TOTAL, OUTLETS CUTLETS RECE'P'T'S NO.LAMPS OUTLET OUTLET OUTLET CONN. HEATER .CONN. HEATER HEATER LIST CHECK ENT. DIST. ;SERVICE SERVICE MOTORS MOTORS NEON- �..t3AOS0 TC1•AL... -. Sw. CAD. TEMP. PERM. 0.1 HP 1 -9 -HP TRANS. , - :. LIST .,. CHECK t 6 ail ' Sery Overhea Size Feeders��_____ Conduit__ ek -__. Main Sw.___Lw i-i Amps. _ Main Fumes ..�..,- �....-..,.....,.Y_A* ground Type of Installation -- Conduit ------ -__w `_�T ing�� }__ _ B.X.L ----------------- Metal Moulding _� Y -. .. »_«,... ......�._.,..., ., Amount of Permit $___1__ } V --- _ - - -Si nod - — ( g ) Electrical Inspector. The undersigned applic nt for this building permit does hereby certify that he understands and acgpts his obligations as an employer of labor under the Florida Workmen Compensation Act, being Section 5966, Compiled General Laws of Florida Permanent Supplement, and has com- plied with the provisions thereof, and. will require similar compliance from all contractors or sub - contractors employed by him in to work to be-,` performed under this rmit and will post or cause to be p k pe pe � p posted for inspection on the site of the work such public n/�tlee of aaticeer: � asSS: required by the Act. The under 'signed agrees to employ only such sub - contractors, on work to be, performed Minder d* permit, as sine (` licensed by Miami Shores Village. • " (Signed) Master STATE OF FLORIDA. es. f COUNTY OF DADE. Before me, the undersigned authority, a notary public, duly authorized to administer oaths - and take - atknovrledgm -mm, y I , appeared to me well known, and wha, being by me first duly sworn, upon oath deposes and says that he is tire:....- ._...... of the above described cou;struction, that he has carefully ,read the foregoing application, and that he did sign the same. and that loco therein. by him stated are true. ........_..�....- .._�. - -�_ . ..................... ............................... .. ........... .......,.»........._..... ....,....................,..,.. My Commission Expires Notary Public. State of Plod& NOTE: A re- inspection fee of $1.00 will be made when such re- inspection is made necessary by impsopec nom fo , bt faulty materials and /or workmanship. 1 Page 4 PERMIT APPLICATION OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM ❑ PROOF OF OWNERSHIP ❑ CONDO ASSOCIATION APPROVAL (Attach) (Attach) (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) (Specify & Attach) $3.00 per page (Scanning Fee) $ Miami Shores Village $ J Bond $ Metropolitan Dade County (C.C.F.) $ Inspector State Educational Fund $ State DCA (Radon) $ Code Enforcement Fine $ . � 0 (sq.ft. = x/1000 x 0.60) (8.005 /sq.ft.) (obl /sq.ft.) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) Zoning Review $ TOTAL $ � D b o REVIEWED AND PREPARED B SECTION BY DATE Zoning Electrical m Mechanical Plumbing Fire Public Works Structural Building Official Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below- Minimum Fee Dryer Outlet, Appliance Cooling Tower Heating Strips, each Vent Hood, Cost Service Repair A/C Central 1 -3 Ton Fan Outlet, Wall Air Handler, Tons Service, Temporary Drinking Fountain A/C Central 4 -7 Ton Fire Pump Outlet, Switch Bath Fan - Vented, # Signs Bidet A/C Central 8 -15 Ton Fixture - Fluorescent Oven Pool Piping Space Heater (kw) Sprinkler Repair A/C Central 16-20 Ton Cap - Fixture Parking Lot Lights Spas/Hot 7tibs A/C Central 20+ Ton Ee �ej,✓ Plugmold/Strip Gas - Appliance Subfeeds, No. of Amps Pump, Domestic A/C Window FPL - Load Central Posts Ca - Sewer Swim Pool, Commercial Gas - Natural Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv, Construction Compactor -volt Bur Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Discharge Well Demolition Low -volt, Intercom/Teleph. Pump, Sump Repair Circuits Utility - Water Dishwasher Dishwasher Low -volt, Television Service, Number of Amps Relay Repair Vacuum Pump MECHANICAL TYPE QTY. TYPE QTY. TYPE QTY. TYPE Minimum Fee Condensate Drain Generator Refrigeration, Tons A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost QTY. -1-1-IIE I Miscellaneous Fixture A/C Wall/Win- Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Drinking Fountain Barbecue Fire Sprinkler System Process/Pressure Piping Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Bidet PLUMBING -TYPE A/C Condensate QTY. TYPE Drains, Roof QTY. -1-1-IIE I Miscellaneous Fixture QTY. TYPE Q,1-Y. Soakage Pit Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Ca - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re-pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply RECEIVED AND REVIEWED BY DATE: PERMIT APPLICATION Master Permit No. t I c-:)W?) ^ 22 Subsidiary Permit No. I INSTRUCTIONS - The follo%%ing steps must be taken to obtain a permit front the Miami Shores N'illa-e: Step 1. Complete the attached permit application which must be signed by the pro=rty owner and qualifier. Both signatures must be notarized Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. Job Address: 1 �\e F 10 3 \'N�N`c Addreessss Apt. Folio Number O��< ® �� Lot Block Subdivision PB PCr Current Use of Propert Proposed Use of Property Tenant Information PERMIT TYPE ( ✓ Buildin Electrical Mechanical Plumbing LPGX Roofing Fence ARCHITECT Name License No. Address Telephone Fax City Description of Work Zoning / Linear Feet Square Feet Units Floors Value of Work Bldg Value Tax Assessed/AppraiwA Value Flood Zone Base Floor Elev. PERMIT CHANGE (✓ ) Ch g. Contractor Renewal Revision Extension PROPERTY OWNER Name �+ Address 38' '00V44F1 /40 Home Telephone Business Telephone Fax �t i CJI L r- 4:LS 3 C Lf>e_( (n1S Zip TYPE OF MANAGEMENT ( ✓ New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell OLd Foundation Only Add'1 Attachment Other Add'l Detachment Other ENGINEER Nam License No. Address Telephone Fax CONTRACTOR Name Address ® W Me &dA _ 1.2 33/71' Telepifone Fax Qualifier Name _v .-, ,, ,✓ _ i Page 2 PERMIT APPLICATION 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is ,required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. 1, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50%) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, In Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. , S ATE QF FLORI A,, OUNTY OF MIAMI -DADE Signature of Owner Print Name ,i}voy and subscribed before m this - day SEAL: '_° M? C MN 0 f X 117 *: - r ° EXPIRES Junes goo^ 5ondod 7hfU NDteiy i 01l Personally known OR, Produced Identification Type of Identification Produced: STATE OF FLORIDA, Signature Sworn to and subscribed before me this 11� • � OF MIAMI -DADE Of Signature o No lip S a(e.of F SEAL: v , 921872 &04 +p e: .- - ndenvdters Personally known OR, Produced Identification Type of Identification Produced: LE ®AI_ DESCRIPTION: LOT ILA 92 r-_ CYz of! L.4rr BLOCK 116 AtL ARISUPIED PLAT ot SEC�Ok Aa S or WARIA1 sVUPX-.S SUBDIVISION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK_ AT PAGE_ OF THE PUBLIC RECORDS O F DADE COU NTY , FLORIDA LOCATION MAP NTS 5 4 3 2 1 3s• -59' a 1$- AUEY 4 28' 25' 0:0 s I .d- 20 21 23 J4_ W Z N.E. 103rd STREET Thomas Zdon CERTIFIED TO Andres F. Alos, Esq. South Atlantic Mortgage Corp., it's successors and/or assigns, ATIMA Chase Manhattan Mortgage Corp., its successors and/or assigns, ATIMA Attorney's Title Insurance Fund WE HEREBY CERTIFY THE ATTACHED SKETCH OF BOUNDARY SURVEY OF THE ABOVE DESCRIbtu rROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY SUPERVISION AND MEETS THE MINIMUM TECHNICAL STANDARDS, AS SET BY THE FLORIDA BOAR OF PROFESSIONAL LAND SURVEYORS AND MAPPERS, IN CHAPTER 61 G 17-6 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUS. ADDRESS: 481 14•E. 103w 9E. MiA•twi fit _ f-L American Services of Miami, Corp. JOB NUMBER: i3I ENGINEERS— PLANNERS - SURVEYORS DATE OF FIELD SURVEY: 4AC4 LB 6683 REVISION DATE 2450 S.W. 137* Avenue, Suite 217, MramL Florida 33175 Phone: (305) 53"963 Fart (305) 5547516 Email: Epino@AOLCom SURVEYOR'S NOTES• 96r. d"° -6': 1` A6 /M0' fi► 'f .fwJeow 0/«oew .1 .1liu.4 K.r,IL .�wd .�dr a.r 6► ao.d w +�wdrad. SKETCH OF BOUNDARY SURVEY SCALE: In = at)� � • A l 16 ALLEY ` i nd. F ;f 'Pi � w :g : ... ic_m — — ---------- ..................................... ....... "% 75.00' 4M &R) 4.x _ • 0.1'd I � r Ac. I w rt 1 .. � '�, 24.50' ;,, .I r 2• Ic N ° � ,�• 12.65 _ - � N %.. 1 STY. C.B.S. RESIDENCE I `-' N J p No. 381 1 a 04 i� Q _03 ' `S JF. � 3' 25. p 02'd �� 8 � '- 1 5.00' ;' ' .- C.B.13.40 � ;� -C d n • 20. wi -A6 Set . nd. Re�bar 3' 23.2' 411 iL'. -0.HoIe 7 ' 75.00' {� �, 3_ stile no• ear f Car: :.`. 13' GrmeA - P-ajdamW 7 Asphalted Parkes P »u ........... ...................... _: =23 As phalt P avement -= .==::= P m =75 TOTAL : ?: ...........»....» ...................... ........... ». ».............». ». .R...: - 11 :: :N:E. 10� T-R -EEC:. .. ............................... - EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THIS PROPERTY -SHOWN ELEVATIONS ARE BASED ON N.G.V.D. (NATIONAL VERTICAL DATUM OF 1929) -LEGAL DESCRIPTION WAS PROVIDED THE CLIENT -NO UNDERGROUND UTILITIES OR IMPROVEMENTS HAVE BEEN LOCATED, EXCEPT AS NOTED. THERE ARE NO VISIBLE ENCROACHMENTS OTHER THAN THOSE SHOWN. ABK%IATM (IF ANY APPLIED) w/a ` uo w .�� LIff a - ctEAR ug. - uTI. EASEiOIT Z - PROPOM LW M . PAXIOACrGIMT r - uaaaoT LIE WILSON DE LA TORRE RA - Mary OF RAT CJLS: - OONMM GLOM SUM UM P.C. - POW OF CURVATaM PROFESSIONAL LAND SURVEYOR IIiAII LM FENCE CORC. - fx - frilE HTORAN T CLf OOIa:AETE AND MAPPER No. 1870 FENLE e . : . W.F. .000w ourEttR EASrT EASEMENT REM - RESCOM OAX . ORANN E MAIN. EASE MT SAK - SET cw IICLE STATE OF FLORIDA FJO. R. WM POE W. - SET I= POE Mt.(Q - COLQRAM - - ii811R F F - FONO SPKE S:RB. SET J1JL Fa111O Orla1 ROE S. �" DATE: TA�L tp 2.00 CAL - CHOW REARM A/C - AR OINDITiO NO WT RAIL - RAOIAL �M . (R) . PAC. - POOR OF BEMO" NOT VALID UNLESS SEALED WITH AN EASED SURVEYOR SEAL FA CLAN T SxAO. -SET IdiL AND OISC iJLI0. - PD{RID 11AL AND 09C P.O.C. - POUT OF QIlYAT3IR 96r. d"° -6': 1` A6 /M0' fi► 'f .fwJeow 0/«oew .1 .1liu.4 K.r,IL .�wd .�dr a.r 6► ao.d w +�wdrad. SKETCH OF BOUNDARY SURVEY SCALE: In = at)� � • A l 16 ALLEY ` i nd. F ;f 'Pi � w :g : ... ic_m — — ---------- ..................................... ....... "% 75.00' 4M &R) 4.x _ • 0.1'd I � r Ac. I w rt 1 .. � '�, 24.50' ;,, .I r 2• Ic N ° � ,�• 12.65 _ - � N %.. 1 STY. C.B.S. RESIDENCE I `-' N J p No. 381 1 a 04 i� Q _03 ' `S JF. � 3' 25. p 02'd �� 8 � '- 1 5.00' ;' ' .- C.B.13.40 � ;� -C d n • 20. wi -A6 Set . nd. Re�bar 3' 23.2' 411 iL'. -0.HoIe 7 ' 75.00' {� �, 3_ stile no• ear f Car: :.`. 13' GrmeA - P-ajdamW 7 Asphalted Parkes P »u ........... ...................... _: =23 As phalt P avement -= .==::= P m =75 TOTAL : ?: ...........»....» ...................... ........... ». ».............». ». .R...: - 11 :: :N:E. 10� T-R -EEC:. .. ............................... 1 i TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL Series 230 French /Balcony Aluminum Swing Door System GENERAL NOTES+ 1. PRODUCT APPROVAL DRAWINGS ARE BASED ON THE FOLLOWING TEST REPORT SERIES, BY THE CERTIFIED TESTING LABORATORIES( A. TEST REPORT NO. CTLA 136W -6. 12 /03 /96,REINF❑RCEMENT PACKAGE 'N'. B. TEST REPORT NO. CTLA 136W -5. 12 /04 /96,REINF'ORCEMENT PACKAGE 'A'. C. TEST REPORT NO. CTLA 136W -4. 12 /07 /96,REINFORCEMENT PACKAGE 'B'. D. TEST REPORT NO. CTLA 136W- 1,2,3,12 /09 /96,REINFORCEMENT PACKAGE 'C'. SEE DRAWING SHEETS FOR DETAILS OF REINFORCEMENT PACKAGES LISTED ABOVE 2 REFER TO 'COMPARATIVE ANALYSIS /MULLION /ANCHOR CALCULATIONS',9 /22/99, SHEETS 1 THRU 127 OF 127, BY B.L.ARGUS,P,E. FOR VERIFICATION OF ANCHOR INFORMATION AND COMPARATIVE ANALYSIS TABLE INFORMATION SHOWN ON DRAWINGS. 3. DRAWINGS PROVIDE ANCHOR INFORMATION FOR WOOD FRAME AND STRUCTURAL CONCRETE /CBS CONSTRUCTION ONLY. FOR OTHER CONSTRUCTION TYPES CONSULT MANUFACTURER FOR REQUIRED ANCHOR INFORMATION. 4 GLASS TYPE REQUIREMENT: A. REINFORCEMENT PKG. 'I:- PROVIDE 1/8' TEMPERED GLASS. OR, 3/16' TEMPERED GLASS MINIMUM. B. REINFORCEMENT PACKAGES 'A','B', AND 'C'- PROVIDE 3/16' TEMPERED GLASS MINIMUM. DOOR MINIMUM HARDWARE REQUIREMENTS, A. FOR DOORS WITH REINFORCEMENT PACKAGES 'N' AND 'A' 1. KWIKSET SERIES 400 KEYED ENTRY LDCKSET. GRADE II -LONE (1) EACH ACTIVE PANEL @39 1/2' FROM BOTTOM OF THRESHOLD. 2. KWIKSET SERIES 630 KEYED THUMBOLT DEAD BOLT, GRADE II -ONE (1) EACH ACTIVE PANEL @ 47 3/4' FROM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE- TWO(2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON, BUSHINGS -TWO (2) EACHDOOR PANEL. B. FOR DOORS WITH REINFORCEMENT PACKAGE 'B'. I. KWIKSET SERIES -400 KEYED ENTRY LDCKSET. GRADE II -ONE (1) EACH ACTIVE PANEL @39 1/2' FROM BOTTOM OF THRESHOLD. - 2. KWIKSET SERIES 630 KEYED THUMBOLT DEAD BOLT, GRADE II -ONE (1) EACH ACTIVE PANEL @ 47 3/4' FROM BOTTOM OF THRESHOLD, 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE- TWO(2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON BUSHINGS -THREE (3) EACHDOOR PANEL. FOR DOORS WITH REINFORCEMENT FACKAGE. 1 TITAN SERIES 730AX26 DCP KEYED ENTRY LDCKSET -'7NE (1) EACH arTTVE PANEL @39 1/2' FROM BOTTOM OF THRESHOLD. 2. TITAN SERIES 780X26 DCP DEAD BOLT -ONE (1) EACH ACTIVE PANEL @ 47 3/4' FROM BOTTOM OF THRESHOLD. 3. TM STANDARD FLUSH BOLT LOCK, EXTRUDED ALUMINUM BOLT AND PLASTIC FACE -TWO C2) EACH DOOR PANEL. 4. TM STANDARD BUTT HINGES, EXTRUDED ALUMINUM WITH NYLON BUSHINGS -THREE (3) EACHDOOR PANEL. 6. PROVIDE .350' X .300' NOMINAL WEEP HOLES @ 1/2' FROM EACH END OF EACH PANEL THRESHOLD, WEEPING TO THE EXTERIOR, WITH OPEN CELL FOAM PADS. BILL MF- MATEFRIAL S NO. I PART WE I DESCRIFTMN 1 FRAME HEAD 2 FRAME SILL MR&6572 3 FRAME JAMB 4 1 GW36571 HINGE STILE x 3' WIDE 5 1 GW34601 ASTRAGAL STILE X 4' WIDE 6 I GW36570 TOP RAIL X 3' WIDE 7 1 GW36570 BITTOM RAIL X 3' WIDE 8 GW31826 I RAIL W/S ADAPTER I 9 1 GW36573 I JAMB NESTING CHANNEL X 3' DEEP 10 GW30W I EXTR. ALUM SNAP -IN GLAZDVG CHANNEL. 11 I SW27646 ALUM FLUSH BOLTS (2 EA. DR PANEL) 12 GW34808 I EXTRUDED ALUM. Z01) HOLDER 13 STEEL 3/8' DIA. ROUND TIREADp RDD(2 EA.PANEL1 14 STEEL 3/8' HEX NUT C2 EA. THREADED RDD) 15 1 STEEL 3/8' FLAT WASHER (2 EA. THREADED ROD) 16 I STEEL 3/8' U3CK WASHER (2 EA THREADED RDD) 17 1 1225 1/8' GLAZING CHANNEL, VINYL 18 IE25 1 3/16' GLAZING CHANNEL, VINYL 191 GLASS 1/8' THICK FULLY TEMPERED GLASS 1 20 1 GLASS 21 1 4037 - 3/16' THICK FULLY TEMPERED GLASS( ULTRAFAB CENTERFIN W®LPILE 2E 3033 WIBORG BULB VINYL WEATHERSTRIP 1 23 1 GEI-002 I SILICONE BACK BEDDING 1 24 ( DP -7`0 25 1 #14 _T I 3/4' PLASTIC HOLE PLUGS C PER JAMB) ( PAN HEAD = SMS X 1 1/2' PENETRATION - 26 1 1/4' DIA. TAPC13N ANCHOR X 1 3/4' EMBEDMENT 2? ScR 400 -KWIKSET KNOB LDCKSET GRADE II I 1 1/ACTIVE LEAF,REINF PKG 'N','A','B' 28 1 Sa 630 11 KWIKSET DEAD BOLT, GRADE II I I 'ArTIVE I EAF,REINF PKG 'N','A','E' 29 I SER 730 -TITAN 730AX26 DCP LDCKSET I I1/ACTIVE LEAF,REINF PKG 'C' 30 SI=R 780 I TITAN 780AX26 DCP DEAD B13LT i I 11/ACTIVE LEAF,REINF PKG 'C' I 31 1 ALUH I 1 STD. BUTT HINGES #37888 W/ #378891 32 j STEEL QUARE TUBE 33 STE=? �11/2;2' QUARE TUBE 34 1 STEEL X 3' RECTANGULAR TUBE 1 35 •1 STEEL 1 L8' X 1 1/8' X 2 3/4' X 1 3/8' CANNEL - 36. 1 STEE 1/8' X 2' X "' LEG X 4' Loma V CHANNEL f ' INSIDE VERTICAL MULL IONS. VE—=. TM' STEEL PATE 1/8' X 2 3 /1' X 12' 37 1 STEEL 3/16' X 1 1/2' SQUARE TUBE i 3e 1 ;TE=L 13/16' X 1 1/2' X 3' RECTANGULAR TL'EE 39 I S T E=L 12 EA. 1/8' X 2 5/8' X 1 1/8' LEG CHANNELS NESTED TO FARM TUBE SECTION 40 ALUM. ANGLE SILL ADAPTER WITH 1 1/2' LEG. PR ❑DUC A SHE-- BILE 3F MATERIALS & GENERAL NOTES SHEET PKG N' E_EVATIONS & ANCHOR INFORMATION SHE-77 3 PKG N• DETAILS AND COMPARATIVE ANALYSIS TABLE SHEE' 4 - PKG. A ELEVATIONS & ANCHOR INFORMATION. SHE;- 1 7 5 - PKG. A', DETAILS AND COMPARATIVE ANALYSIS TABLE. SHEET 6 - pKG. B'. ELEVATIONS & ANCHOR INFORMATION. SHEE- - - PKG. 'B'. DETAILS AND COMPARATIVE ANALYSIS TABLE SHEET 8 - PKG C E_EVATIONS & ANCHOR INFORMATION SHEET 9 - °KG _ DETAILS AND COMPARATIVE ANALYSIS TABLE TM WINDOW & DOOR CO. 601 NW 12 AVE., POMPANO BEACH, FL Metro Dade Product Approval Index. (GLASS TYPE AS NOTED I r ILL NU. LUNFIG. Shee-� Date Rev, PAA99230SEE ELEV.1 1 OF 9 10 -21 -99 s 101Z 1 199 0 x; t I T U_ cu Ln O� siNULE SIDELITE WITH DOUBLE DOOR & SINGLE DOOR Af OF ;f\ \ O 7 I I / I :. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON x 1 3/4• EMBEDMENT A�f o ,,, K 71W 71W TYR TYR 7 7/B' 7 7/8• I I , I -I I I. 1 1 71 1/2' D F Ln 0 SINGLE DOOR 36' —( 36' 143 1/2' FRAME WIDTH ._37 7/16' SINGLE DOOR W/ SIDELITE EACH SIDE I I I I!I I III I i - N - un m _ I III I , I;I 1 , I 36' 37 7/16' i 136' �`-- 109 7/16" ER. DIM. -- FRAME DIM. DOUBLE MDR VrTH SD&E SIDELITE EACH SIDE 1. 1:1 I I!I I I!I I I 0% %1//m 2 LL. N L I i ►, I. I 1 I 36' —f— 71 1 12' D.F 36' 1143 1/2' FRAME DIM. — SM E MIR W /SDKLE SDIELITE AT LD(X STDF, T7' LL N Q 9 36' —x-37 7/1 FRAME DIM. i�--- 73 7/16' DOUBLE DOOR I III 11 flJ In 0* REV. r-7) /rJ XO \ O 7 NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. :. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON x 1 3/4• EMBEDMENT A�f o ,,, K mi 2 I 2 I a ? I III I , I;I 1 , I 36' 37 7/16' i 136' �`-- 109 7/16" ER. DIM. -- FRAME DIM. DOUBLE MDR VrTH SD&E SIDELITE EACH SIDE 1. 1:1 I I!I I I!I I I 0% %1//m 2 LL. N L I i ►, I. I 1 I 36' —f— 71 1 12' D.F 36' 1143 1/2' FRAME DIM. — SM E MIR W /SDKLE SDIELITE AT LD(X STDF, T7' LL N Q 9 36' —x-37 7/1 FRAME DIM. i�--- 73 7/16' DOUBLE DOOR I III 11 flJ In 0* REV. r-7) /rJ XO \ O 7 NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. :. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON x 1 3/4• EMBEDMENT X MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN 2 I PERPENDICULAR TO THE FRAME. / ,1- 71 1/2' D.F —� NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION 1. TYPICAL WOOD FRAME ANCHOR TYPE IS #14 STAINLESS STEEL SHEET METAL SCREW x 1 1/2' PENETRATION 2 MINIMUM WOOD FRAME ANCHOR QUANTITIES ARE SHOWN AS THE TOTAL OF THE SOLID LINES AND DASHED LINES LOCATED AROUND PERIMETER OF LA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME 3. MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4' 4 REFERENCESs 'WOOD ENGINEERING HANDBOOK', U.S. FOREST PRODUCTS LABORATORY, 1974 'SOUTHERN PINE MANUAL', SOUTHERN FOREST PRODUCTS ASSOCIATION, 1975. 5. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM ENDS, PER TEST MOCK -UP 6. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 6' FROM FRAME ENDS & 14' O.C. MAX., PER TEST MOCK -UP 7. LOCATE INTERMEDIATE JAMB ANCHORS AT 6' FROM FRAME ENDS a 24' O.C. MAX., PER TEST MOCK -UP S. LOCATE ALL JAMB ANCHORS AT HINGES WITHIN 6' FROM HINGE CENTERLINE. PER TEST MOCK -UP 9. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR 'X', '7X'. 'XX', 'OXO', OR 'OXXO' CONFIGURATIONS. 10. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS r'OR OTHER SIZE UNITS PER NOTES 6 AND 7 Idz1 (99 NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. :. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON x 1 3/4• EMBEDMENT 2 MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. ? MAXIMUM SHIM SPACE BETWEEN TuE TRENCH DOOR FRAME AND AND THE CONCRETE/WOOD BUCK SUBSTRATE = 1/4' MINIMUM 1/4' DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE. /3L ^CK = ? 1%Z' ((a rim 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS WITHIN 'ANCHOR GROUP' = 3' (12 DIA.) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK = 1 1/2'. 7. REFER TO 'NEW TAPCON DESIGN DATA' AND 'ICBO REPORT #3370 OCTOBER 1990. 8. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM ENDS, PER TEST MOCK -UP, TM WINDOW & DOOR C 0 9. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 6' FROM FRAME ENDS . 601 NW 12 AVE., POMPANO BEACH, FL AND 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. 10. LOCATE INTERMEDIATE JAMB ANCHORS AT 6' FROM FRAME ENDS AND 24' PRODUCT DESCRIPTION ON CENTER MAXIMUM, PER TEST MOCK -UP. SERIES 230 FRENCH DOOR 11. LOCATE ALL JAMB ANCHORS AT HINGES WITHIN 6' FROM HINGE CENTERLINE, GLASS TYPE PER TEST MOCK -UP, 1/8' OR 3/16' TEMPERED GLASS 12. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS TEST LAB] CERTIFIED TESTING LABORATORIES FOR 'X', 'OX', 'XX', 'OXO', ❑R 'OXXO' CONFIGURATIONS. TEST REPORT N0i CTLA 136W -6 13. LOCATE HEAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE FILE NO CONFIG. Sheet] jDate, JRev. UNITS PER NOTES 9 AND 10. PA99230 SEE ELEV, 2 OF 9 10 -21 -99 Metro Dade Product Approval No ----------- Idz1 (99 TYR DETAIL WOOD CONS, CDNC, CONS, 7 S a yr i� msrill�• 1/ 4' x ar as MAX. tt= An t HEAL' I ALUIL@ rum+ MOLTS Gl 2 SILL o0 r RECMV94ENDED 3/4' RECESS 000 :::I FRAME DIM. 135 3/4 - - 01 � 3' 4' „�-- 3' MAXIMUM ? TYP Typ 6' WIDE PANELS 35 i/2' . arry+re • - -�'.»� roles of Aaawmais ussw Prellmmm. for Prolauct sizes Tabudafed values are the A&owable Design Pressure Raddtg for-, and �r>ogtaations shown. psl. i-rencri Dolor wdh 5dea" Frame Sms X 7 1 Sk WhM Z a oth 7 xzh 7 ,apt Ll� Im +Dp 19 o f -De 1/8' -Do x _x OR I } 'z _ . 3/16' J x 6'-B' 4. 5 I Wes\ 533 5= 1 8 34.8 1 5331 53.3 8 ,348 53 3 50 9 X55 8 -34 8 45 3 I 48.5 43 4 34.8 3 9' x 6-3' 632 1 NA 532 1 � „a o 1/ 4' x ar as MAX. tt= An t HEAL' I ALUIL@ rum+ MOLTS Gl 2 SILL o0 r RECMV94ENDED 3/4' RECESS 000 :::I FRAME DIM. 135 3/4 - - 01 � 3' 4' „�-- 3' MAXIMUM ? TYP Typ 6' WIDE PANELS 35 i/2' . arry+re • - -�'.»� roles of Aaawmais ussw Prellmmm. for Prolauct sizes Tabudafed values are the A&owable Design Pressure Raddtg for-, and �r>ogtaations shown. psl. i-rencri Dolor wdh 5dea" Frame Sms X 7 1 Sk WhM Candgurmon 1 . r 1 a oth 7 xzh 7 ,apt wio7tt x Meh +Dp I -Dp +Dp I -Dp +Dp f -De +Dp -Do x _x = 1 48.9 V.ZKY 5&3 x 6'-B' 4. 5 1-51 or 533 5= 1 8 34.8 1 5331 53.3 8 ,348 53 3 50 9 X55 8 -34 8 45 3 I 48.5 43 4 34.8 3 9' x 6-3' 632 1 NA 532 1 NA 48.2 NA 41.4 NA 2-8' x 8-0' 1 3-tT x 8-0' 41-5 I -47.7 38S X7.7 362 I X1.2 33 9 1-38 4 3Z3 §A '„6.3 -34.1 28 9 -29.7 25.6 1 -282 -i 11I x 8'-0" 37.6 1 -47.7 33.7 1 -37.41 292 1 33.4 1 Z51 -27.7 TYR DETAIL CONC. CONS. IeLxig 1/ 4'MAX. ' W aor W1h Side@es Frame 5¢s X gtaaaan = or '17 Sk WhM 1 rash alt 1 -Dp 1 I -Dp 1 1 slu WidCt x Haight +Dp -Do +Dp I -op +Dp I -Dp +Dp 1 -Dp x 48.9 V.ZKY C-8 x 6'-B' .3 -61. 4 . 7 3-0' X-6'--T 53.3 -63.8 53.3 35.8 633 1 38.8 45.3 1 -48.5 3-4- x B-8' 53 3 -34.8 533 34.8 50.9 34.8 43.4 34.8 33' x 6-8' 533 NA 532 NA 482 NA 41.4 NA 2 3 x 8-0' 415 - 47.7 '.,82 -412 323 �6 3 2B.9 -29 7 3-0' x 8'-0" 385 -47.7 339 -38.4 330.4 -34.7 25.6 -282 3-7 1? x 8'-0' -W.-6r--47-71 . 331 37.4 29.8 33 4 25.1 -Z/ 7 on wdh Sideaes Frame S¢a )oc 1 L 1 5ta• Sir tluranan . 1W SIL VWcdh 2V U Widthl 167 Sal 1 Sir Sib I 1 518' SiD Widitf x Height +Do -Dp +Dp I -Dp +Dp I -Dp i +Dp I -op V_T x 6'-8' 1 532 -7Z21 53 3 -722 513 1 -6" 48.9 V.ZKY C-8 x 6'-B' 533 -520 63.3 1 -620 5&3 1 zU 47.0 -6U 6' -0- x 6'-8' $3.3 - 482 533 1 - 482 53.3 -482 45.3 -482 6- fi x 6'-8' 613 31.8 53.3 .318 51.5 1 -31.8 43.9 -37.8 7-0 x 6'-8' 53.3 -27.8 63.3 -21.$ 1 49.8 1 -21.8 42.6 1 -27.8 5'-0' x 8'-0' 432 -68.9 37S 495 33 3 14Z71 27.7 33.9 5'-6' x 8'-T -XS.-(r 40 7 33.3 35.6 -472 31.8 1 -A0.9 1 26.6 328 6'-0' 38.5 382 33.9 46.1 30.3 1 39.3 25.6 31.7 v 1/8' OR 3/16' TEMP o� i 3 tSEEALANT p r\j LJ - Z I I I , I ((TPA Z •= 3a t = u f s 7 " J+ SINGLE c a,tru wn..w. — - - -- MAX FRAME VIDTH - S114GL£ DQDR Vi SIDELITE EACH SIDE t =rYf• . ..!t. . . �t KtrP AT I 1 BD L sD Lt III J J � Clip.) ` � I r _ < S L = c— u i tItPJ 1. '�j I 36' 37 7/16•, - 36' - 109 7/16' MAX FR. VIDTH - E D013R rTP. At 7 /B' TO NICE 7/W M04E M(. TYP. I i /B' hINGE MT. TIP. 7 7 /B• TO NL.GE I I X S 1 ti !n m 4• clip.) SINGLE DOOR = 4= f X = Q f N r Q \ I N Ot 4• 1 I (� \I 4iiPj 37 MAX FRAME FRAME WIDTH DWSLE MM VITH SIIIGLE SIDELITE EACH SIDE 36' 71 1/2' D.F. 4 - 143 1/2' MAX. FRAME VIDTH NOTES FOR ANCHORS INTO STRUCTURAL CONCRETE /CBS CONSTRUCTION. 1. TYPICAL [ONC RETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME, 3. MAXIMUM SHIM SPACE BETVEEN THE FRENCH DOOR FRAME AND AND THE CONCRETE /VOOD BUCK SUBSTRATE = 1/4' 4. MINIMUM I/4• DIA. TAPCON EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK = 2 112' (10 DIA.) 5. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS VITHIN 'ANCHOR GROUP' ■ 3' (12 DIA.) 6. MINIMUM 1/4' DIA. TAPCI3N EMBEDMENT FOR HOLLDV CONCRETE BLOCK = 1 112'. 7. LOCATE ALL MEETING STILE AND MULLIOII END ANCHORS VITHIN 6' FROM CENTERLINE, PER TEST MOCK -UP, S. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAXIMUM, PER TEST HOCK -UP. ADDITIONAL. CLUSTERS Or THREE (3) ANCHORS ARE REWIRED AT MEETING STILES OF DOUBLE DOORS AND MLLL10N JAMBS. 9. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS AND 244 ON CENTER MAXIMUM, PER TEST MOCK -UP, 10. LOCATE ALL HINGE /LOCXSET ANCHORS VITHIN 6' FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. I. CLEVAT,IONS ARE SCALED V1EVS OF EQUIVALENT 'TEST SIZE' Ut41TS FOR 'X', 'OX', 'XX', '0x0•, OR 'OXXO' CDNFIGURATIONS. 2. LOCATE HEAD, SILL, AND JAMB 11ITERMEDIATE ANCHORS FOR OTHER SIZE UI)ITS PER MOTES B AND 9 14. x(TIP At Sll&U ' 00'llt WSD'U SIDO -111 AT I= STA..E. tTYP. AT ►6A1) L SD.L) t- (I _ ;r Q X a Q = f (U si \ S Ul O+ DOUBLE DOOR 1 lil I rir )!AD L SILL) „n H LL f X Q = fu X Ln O+ 4• FALSE MUNr1IIS MAY BE APPLIED TO GLASS(TYP) -*37 7/16' titP,�71 73 7/16' 1/2' MAX FRAME VIDTH MAX FRAME WID111 NOTES FOR ANCHORS INTO WOOD FRAME CONSTRUCTION r 1. TYPICAL WOOD FRAME ANCHOR TYPE IS 914 STAINLESS STEEL SHEET METAL SCREW x 1 lit' PENETRj+TIOr4 2 MINIMUM VOOD FRAME ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROuND TIIE 3 PERIMETER OF EA. U141T ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. MAXIMUM SHIM SPACE BETVEEN FRENCH DOOR FRAME AND VOOD FRAME SUBSTRATE 4. LOCATE ALL MEETING STILE AND MULLION END ANCHORS VITH114 6' FROM CENTERLINE, PER TEST MUCK -UP 5. LOCATE 11ITERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME EI4DS L 14' O.C. MAX., PER TEST MOCK -ul' ADDITIONAL CLUSTERS DF THREE (3) ANCHORS ARE REQUIRED AT MEETIIIG STILES [IF DOUBLE DOORS A140 MULLIDIJ -jAMBS 6. LOCATE INTERMEDIATE JAMB ANCHORS AT 4' FROM FRAME ENDS L 24' D.C. MAX.. PER TEST MOCK -uP 7. LOCATE ALL HINGE /LOCK -SET ANCHORS VITHIN 6' FROM THE H114GE /LOCKSCT CEIITERLII4E. PER TEST MUCK -UP 8- ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' UNITS FOR •x•, -ox-. •XX.. •OXU'. Uk 'OXXO' CONFIGURATIONS. 4S. LOCATE HEAD. SILL. AND JAMB IITERMEDIATE ANCHORS FOR OTHER SIZE uNITS PER MUTES 5 AND L A .0? f.r. 2X P.T. SOUTHERN TYP. DETAIL PINE FRAMING (MIN) WOOD CONS/ MAX. SIDELITE VIDTH W Q' CL t< 1/4• .[a�• rL1X. O 41 HEAD .k--- .- IX P.T. SOUTHERN PINE O VOOD BUCK (MIN) 3 3' 71 112' MAX. FRAME VIDTH (2 PANELS MAX. 34 Zia' VIDE 11014.) a a tC� • X AUll lxutw j i KL 1I tJ s• Q• R 2 tU DLO -0 , T 3/16• n TExP.® d' ■ o, 7 O 21 2 -11 SILL ITP. LJ; ar a ?` �El i �° >:tco+�c>+ac c v•• r+ccsss utw l [stleugD ALI&WdJK RCIIlORC" L1A11 1 D' At KitUG (1116 A#,DC t. . u mftA 1X P.T. SOUTHERN PINE= 4WOOD BU K cM IN) TYP. DETAIL CONS. CONC. CONS. n s,' --1 .. , m..A. 1/4' MAX. � 1 AX. 41 ITP -4 z O 10 i p < u u N a � 0 3/16' 1Er11• �0 GLASS r. o or zm �y 4Iztiloo 4 ,r (TYP 9- -..- _ .... TTTPI ] I.Or �-- • 1t )TAR V>Y Y__x At 4 VY TO HINGE 4 IT•s _ ` a DLA MAX/ \ L'J 1 > 7�Y' Mum NT. = 3 4 o MA \ 6 � 7 —� TTP. \ L_ `) F L X o / HD�iGE HT. < T Ip 2 \ 2 7 >'ie• HINGE HT. to _N% lTP. 01 4, fill I 1 11 • yr To HINGE E c1rP� 71 1/2' D.F. 4• 2 36' --X' <tTPJ 143 1/2' MAX FRAME WIDTH 6 �37 7/16' SINGLE DOOR V/ SIDELITE EACH SIDE MAX FRAME VIDTH �• crTP. AT �t PITH SINGLE SIDCIITE EACH SIDE 4�- TTPJ MAIL KAI) L Sa_1) �� VTTPJ t1 TP AI 1 7i i•• K�[AD t � tlTPJ g 9 SILL •I ' _ \ 1 nTPJ 9 3 9 Y 6 \ 4 3 = '= �� ❑ S �\ ❑ 0 4 5 \ 4 3 iU ai / F is noosF' n / 2 r 10 � 1� 2 / 10 4• tTTP� 36' 37 7/16• - 36• - 11TPJ 36' 4-- 71 112• D.F — 36' - 109 7/16' MAX FR. VIDTH 143 112' MAX FRAME WIDTH IanTi -•C rrn ....._._ -_ At L SILL) Qr l"Gr cr lriva 1. TYPICAL CONCRETE ANCHOR TYPE IS 1/4' DIA. TAPCON X 1 3/4' EMBEDMENT. 2. MINIMtjm CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND THE PERIMETER OF EACH UNIT ELEVATION, DRAWN PERPENDICULAR TD THE FRAME. 3. MAXIMUM SHIM SPACE BETWEEN THE FRENCH 00138 FRAME AND AND THE CONCRETE /VOOD BUCK SUBSTRATE = 1/4• 4. MINIMUM 114' DIA. TAPCON EDGE DISTANCE FROM EDGE of CONCRETE /BLOCK = 2 V2• clo DlA ) S. MINIMUM SPACING BETWEEN 1/4' DIA. TAPCONS VITHIN 'ANCHOR GROUP' . 3' c12 DIA.) 6. MINIMUM 1/4' DIA. TAPCON EMBEDMENT FOR HOLLOW CONCRETE BLOCK ■ I 1/2'. 7. LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE. PER TEST HOCK -UP. B. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4• FROM FRAME ENDS AND 14. ON CENTER MAXIMUM. PER TEST MOCK -UP. ADDITIONAL CLUSTERS of FIvE c5) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS A140 MULLION JAMBS. A full CLUSTERS E or 9. LOCATE TWO (2) ANCHORS ARE REQUIRED AT MID - PANEL. E INTERMEDTAT TWO ANCHORS AT 4' FROM FRAME ENDS AND 24' ON CENTER MAXIMUM. PER TEST MOCK -Up, lo. L13CATE ALL HINGE /LOCKSET ANCHORS WITHIN 6• FROM HINGE /LOCKSET CENTERLINE. PER TEST MOCK -Up. 11. ELEVATIONS ARE SCALED VIEWS of EQUIVALENT 'TEST SIZE, UNITS FOR TE 'OX•, •XX.' •OXo.' OR •OXXO' CONFIGURATIONS. 2. LOCATE HEAD. SILL. AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 8 AND 9. TTP.) HEAD AT CTTP� uuun�t LuJUtC � I�•1`HUa L sILL.) r��c 14. <rrP. A! iEAa L SILL) (TYP.) 9 a 3 I 2 '� ED REV./ i_ 0! 6 \ 7 7 4 Ix d 5 i� i 7 FALSE MUtiTQ1S i �< ti ED / ! 1_ MAY BC APPLIED 1 TO GLASS (TYP) N ED / � Ir�o11 < � r / ti In 10 / 2 ED 1 1 l l 4 ttrPJ 4• 36' 31 7 7/16- tITPJ 73 7/16' E 71 1/2' MAX FRAME WIDTH MAX FRAME WIDTH NOTES FOR At�CH ❑RS INTO WOOD FRAME C014STRUCTIO14 I TYPICAL WOOD FRAME ANCHOR TYPE IS 1114 STAINLESS STEEL SHEET METAL SCREW x I N 2 MINIMUM WOOD FRAME ANCHOR /2• PEIIETRarID R OUA14TITIES ARE DEPICTED AS SOLID LINES LOCATED AROUND 111E PERIMETER OF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3 MAXIMUM SHIM SPACE BETVEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1 /4- 4• LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROM CENTERLINE. PER TES1 MOCK -U14 5. LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS A140 14' ON CENTER MAXIMUM, PER TEST MOCK -UP. ADDITIONAL CLUSTERS OF FIvE c5) ANCHORS ARE REQUIRED AT MEETING STILES OF DOUBLE DOORS AND MULLION .IAMBS. ADDITIONAL CLUSTERS OF TWO (2) ANCHORS ARE REQUIRED AT MID- PANEL. 6. LOCATE 114TERMEDIATE JAMB A14CHIIRS AT 4• FR13M FRAME ENDS L 24• O.C. MAX.. PER TEST MOCK -up 7• LOCATE ALL HINGE /LOCK -SET ANCHORS VITHIN 6' FROM THE HINGE /LOCKSET CENTERLINE. PER TEST MUCK -U1• 9. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST SIZE' U14ITS FOR •x•, -I X•. xx•. •0x0• - ❑k '0XXO' CONFIGURATIONS. 9 LOCATE HEAD, SILL. AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES 5 ANU f. A )111 AI1•r.1., . U z10- 11 •1 r a_ (° 1 r yr cat air. P;:�; v � I a. a. lY to 0 o • � Q F J O N D1LD t ;� � . v� r— — ?-0• It E-8• 90 - 74• c E$ BOi H Witte 7 -i 6,-P - r 41 0 7-T ■ ' t4r 8D1 HEAD 7.1 Iid-• gf-4r I Sol 2! 6 rr• or Fran• Sao XX ] 1 G MAae1 a hi•.gfft ♦ pp rLLA CIS f1 u •-S• s f�' Z Ed Boo s• a- sr Boo 7/16- s eo 00 0 . 4 600 TI:rW.� 5•.a• pa Boa SILL ti N tD n 41 RECQyEMOED 3 /IL 1Eml, I tij 11�GC ST3' IL f r— 7/+• RCCESS 0 �r GLASS Lm ITP 31 � • 2 i :l ti4•IaAX. e I4 ""UCCA ALLkV4M g[jWDRCD+G W AT "LLI" STILE _ A►UWL 'A r -I- -%UU1rILk1V N VOOD BUCK (MIN)T- EXTERIOR Ix N.T. S[]U I HORN PATE '✓OOD BUCK (MIN) CONC. CONS.\ dZLw 3 — r— ti r , t/4• 12 4 1321 H Witte \ L! t - \ ►sax. ' 4! Irl• Z ti N 3 /IL 1Eml, I tij 11�GC ST3' IL f r— 0 �r GLASS ITP 31 � o Tu L 36• MAX ti4•IaAX. ,., _ n ar• 10 4 - raaoer (T 4� 1 YP F,•r.U, Doer •OX' _ (Eo rla, S+d &A.. I? SAL V.1. 18• SA. W.un 2r,' 51 V /wh S SIL W..s. �' •,am. Sao X SaS1 s ,Qr H• a . pp I I = :, � 3- . 0 P . DP - op . pp . pp . pp . pp d ■ E-t 800 -1105 800 -1105 500 -1105 800 4• : E$ IA0 83fi Hoe snc nnn a , -133 dZLw .SCI PRODUCT MARKING LOCATION —, FULL PANEL PRODUCT MARKING (OPTIONAL LOCATION) 2.016" 0" I i 5'I 6.00" COVERAGE 7.S0" HALF PANEL (D STORM PANEL SCALE: 3" = T- 0" 2� -h- HEADER Q -U- HEADER SCALE : 3" 77-5- 0" SCALE : 3" = 1'- 0" WIDTH UNLIMITED TOP MOUNT N(PERP. TO PANEL SP SECTION r X07' 666" - 20" TYP. 0 122 N c�TYP Z2.000" HORIZONTAL LEG VARIES: 5.25" MAX. OPTIONAL (LEFT OR RIGHT) OPTIONAL ANGLE 50 ANGLE SCALE : 3" = 1'- 0" SCALE :3- = 1'- 0" GENERAL NOTES: 1. THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASCE 7 -88 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES ". TABLES SHALL BE REFERENCED AT THE APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035 ") CONFORMING TO ASTM A653, STRUCTURAL QUALITY, GRADE 50, G60 GALVANIZED COATING. ALUMINUM EXTRUSIONS SHALL BE 6063 -T6, U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MIN. OF ONE MARKING PER PANEL, AND SHALL BE LABELED AS FOLLOWS: STEELTECH INDUSTRIES, INC. MIAMI, FL DADE COUNTY PRODUCT CONTROL APPROVED S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I. 6. TYPE I & 11 PANELS LESS THAN OR EQUAL TO 88" IN HEIGHT SHALL BE FASTENED AT OVERLAPS AT MIDSPAN W/ 1/4 -20 x 1" SIDEWALK BOLTS W/ DIE CAST ALUMINUM WASHERED WINGNUTS (SEE TYPICAL ELEVATIONS). TYPE I & It PANEL SPANS GREATER THAN 88" BUT LESS THAN 144 ". USE FASTENERS AT 1/3 SPANS. FOR TYPE I & Q PANEL SPANS LESS THAN 33" FASTENERS ARE NOT REQUIRED. TYPE III & IV, NO BOLTS AT PANEL OVERLAPS ARE REQUIRED. 7. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203, AND 202. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC) TEST RETORTS No. 65 -007, No. 95- 026, 96-006 AND 96-008R. 9. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 10. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 11. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF THE COMPONENTS OF STORM PANEL SYSTEM ADVISING THE HOME OWNER OR--TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED AS SHOWN ON THESE APPROVED DRAWING. 1/4 -20 X 3/4" MIN. - PUNCHED INTO ANGLE ° (SEE DETAILS FOR SPACING) 0 0 ® STUDDED ANGLE SCALE: 3" = 1'- 0" 25" 9AMAC 3 ALLOY) - 7� WASHERED WINGNUT SCALE: HALF SIZE FASTENER (al 12~ O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF 8. (la 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF 8, LESS THAN CR EQUAL TO 200 PSF. W J l .Z W o W N 'C O o � z o ui J J W v Q � 1L Lu X Q TOP MOUNT OR DIRECT MOUNT W e 3 P Z Z e- Q Q ujZ F W o W N in A I.- _ im z ir O G J J aes us < m E J N > Z E�.:In Q o a ui X > in < WIDTH UNLIMITED P. TO PANEL SP SECTION Ll t I YP) L- OVERLAP FASTENERS (SEE PLAN VIEW 8, NOTE 6) TYPICAL ELEVATION - TYPE I WIDTH UNLIMITED W J d z t- W W In z :v J a X f TYPICAL ELEVATION - TYPE III OVERLAP `O FASTENERS TYP. (SEE NOTE # 6) ALUM. ANGLE CLOSURE PIECE: 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) TOP MOUNT fOTTOM MOUNT 7 Y ) OVERLAP FASTENERS (SEE PLAN VIEW & NOTE 6) TYPICAL ELEVATION - TYPE II WIDTH UNLIMITED J(PERP. TO PANEL SPAN TOP MOUNT OR DIRECT W MOUNT JT Qua W z W C W N _ N rx z W C J J WQ V z i.. a fit fliff I 111111M X �- Q E " (TYP} BOTTOM MOUNT OR DIRECT MOUNT TYPICAL ELEVATION - TYPE IV (NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER FOR THESE MOUNTING CONDITIONS.) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE) " MAX. L Q ALUM. ANGLE CLOSURE PIECE: CONTINUOUS FROM TOP TRACK THROUGH BOTTOM TRACK 1" x 2" x .125" MIN. TO 2" x 5" x .125" MAX. --/ SECTION A SCALE: 1 -1/2" = 1' -0" FASTENER (a1 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 100 PSF & (a7 6" O.C. FOR DESIGN LOADS GREATER THAN 100 PSF 8r LESS THAN OR EQUAL TO 20/0 - PSF. 11 -1/2" / \ 1 MIN. r1 ,-1/2" MIN. OVERLAP APPROVED AS COMPLYING 1N?iH THE SOUTH FLORIDA BUILDING CODE OAT 3_ 19. BY PRODUCT CO OL DIV'S ;ON BUILDING CODE COAAPiJANCE OFF{ E ACCEPTANCE: N0. L - -6q4--t .7 I d e 3 P Z Z e- F ¢ ;t am < u oom a O ix 0 o.�o _ aes us < m E J N > E�.:In Z Z > in < 0 ib Zm F- o uNi in E� } z at J a o 13W IN : CO IV >2 J 'ts ?�J0i QO LL ou Q� .. O uj M Ny i� g e c If o e i e ° R L' Not PE. '3 to o7noix stale drawn by ws wolso wC "W" by Checked by vac vac draw" no. 98 -'172 sheet 1 of 9 SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE GLASS OR DOOR EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE FINISH MATERIAL STUCCO. AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 2- 1 r0 0 4000NT. FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 4' W J m Q f- W W N H WOOD FRAMING REF. CONNECTION -TYPE 3- <i EXISTING CONCRETE, "MAX. ;� HOLLOW BLOCK OR =° WOOD FRAMING. SEE 5 .1 ON TYPE OF STRUCTURE PLYWOOD AND n_ DGE DI ST - STUCCO FINISH lJ SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. ap (TABLE 2) E 1/4" MAX. L7 w GLASS J OR DOOR V W 0 lit W Q SEE MIN. STORM m IL 10 PANEL SEPARATION Z r FROM GLASS SCHED. Q Q (TABLE 2) d W g a vi - 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE 1 & 11 AND ©CONT. GLASS OR DOOR EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE @12 ' O.C. FOR TYPE III &IV NOTE: THIS DETAIL MAY BE USED ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL AT TOP OR BOTTOM OF PANELS. M WALL MOUNT SECTION SCALE: 3" = 1' -0" —FINISH MATERIAL STUCCO, AND /OR PLYWOOD —FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION `TYPE 42 a 1/4 -20 MACHINE 12 O.C. 0 SEE MIN. STORM PANEL SEPARA' (TABLE 2) 50 CONT. (TYP. TOP & BOTTOM 'f "'�`: 40 CONTTN CB) WOOD CEILINGANSIDE MOUNT SECTION SCALE : 3" = V -0" PLYWOOD AND STUCCO 4" MAX. •� 1/4 -20 MACHINE BOLT ul D N • oeieo� FOR TYPE I & 11 AND 1/4 -20 MACHINE BOLT &NUT 6" O.C. @ @ 12" O.C. FOR TYPE III & IV FASTENER. SEE • OT FASTENER. SEE REF HCOEONE 4" p CONNECTION x SEE MIN. STORM m PANEL SEPARATION w FROM GLASS SCHED. J (TABLE 2) w GLASS Q OR DOOR XQ I W ......\ x SIDE CLOSURE REQ`D. (SEE PLAN VIEW SEC. A /1) MAX. DESIGN LOAD =*130 P.S.F. \ -100 P.S.F. 1 D BUILD —OUT MOUNT SECTION SCALE: 3" = T -0" - FASTENER. SEE ANCHOR CONNECTION 30 EXISTING STUCCO FINISH (TYP.) 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I &11 AND @12" O.C. FOR TYPE III & IV FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 3- CEILINGANSIDE O MOUNT SECTION C SCALE: 3" = V -0" USE REMOVABLE ANCHORS ONLY @ 6" O.C. MAX. FOR TYPE I & 11 AND Ca 12" O.C. MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION wTYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) . i , - u w v (3)CONT. OCONT. 0 WOOD FRAMING (TYP.) ANGLE TO WALL DETAIL t W J {{{{ to Q I- W A. °PROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE = DA c1o.�t 03 Q Z BY PRODUCT COR , 0!. DIV -&-ON uJl BUILDING CODE CO'l1PL ANCE 0 CE aACCEPTANCE N0. �' D Q_23 • d r IQ L 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I & 11 AND @12 "O.C. FOR TYPE III &IV PANEL TO ANGLE DETAIL WALL MOUNT SECTION SCALE: 3" = 1' -0" 1/4 -20 MACHINE BOLT ul iN a & WINGNUT @ 6" O.C. • oeieo� FOR TYPE I & 11 AND 1/4 -20 MACHINE BOLT &NUT 6" O.C. @ @ 12" O.C. FOR TYPE III & IV FASTENER. SEE • OT FASTENER. SEE REF HCOEONE 4" REF. CONNECTION 4- RF CONNECTION x SIDE CLOSURE REQ`D. (SEE PLAN VIEW SEC. A /1) MAX. DESIGN LOAD =*130 P.S.F. \ -100 P.S.F. 1 D BUILD —OUT MOUNT SECTION SCALE: 3" = T -0" - FASTENER. SEE ANCHOR CONNECTION 30 EXISTING STUCCO FINISH (TYP.) 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I &11 AND @12" O.C. FOR TYPE III & IV FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION "TYPE 3- CEILINGANSIDE O MOUNT SECTION C SCALE: 3" = V -0" USE REMOVABLE ANCHORS ONLY @ 6" O.C. MAX. FOR TYPE I & 11 AND Ca 12" O.C. MAX. FOR TYPE III & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. FASTENER SEE ANCHOR SCHEDULE REF. CONNECTION wTYPE 1' (LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT) . i , - u w v (3)CONT. OCONT. 0 WOOD FRAMING (TYP.) ANGLE TO WALL DETAIL t W J {{{{ to Q I- W A. °PROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE = DA c1o.�t 03 Q Z BY PRODUCT COR , 0!. DIV -&-ON uJl BUILDING CODE CO'l1PL ANCE 0 CE aACCEPTANCE N0. �' D Q_23 • d r IQ L 1/4 -20 MACHINE BOLT & WINGNUT @ 6" O.C. FOR TYPE I & 11 AND @12 "O.C. FOR TYPE III &IV PANEL TO ANGLE DETAIL WALL MOUNT SECTION SCALE: 3" = 1' -0" FL Not PE 83 • oeieo� ar.wn by wt xoreo MCI dasfyn by easek•d b rx rx draw" rkm 98-172 •! 9 shpt —2. — SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR I LC4 Z I ( I t I PLYWOOD AND STUCCO FINISH - 2" x 6" P.T. WOOD BLOCKING a m e is Z W J O GLASS OR DO( SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. -i f' 0 Z w J — USE REMOVABLE ANCHORS ONLY (&6 6" O.C. MAX. r FOR TYPE 1 & It AND 12" O.C. MAX. FOR TYPE W @ J 111 & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE TABLE 21 1/4 -20 MACHINE BOLT J a co SPACING. FASTENER SEE ANCHOR SCHEDULE @ CONT. z & WINGNUT @ 6" 0. < REF. CONNECTION "TYPE 1- (LOCATE FASTENER CL 0 a" Q a w IN NARROW PORTION OF KEYHOLE SLOT FOR TYPE 12, 11 X X EXISTING CONCRETE, LiM 12" O.C. ,)CONT. (TYP. J(DCONT. AND @ 12" O.C. FOR HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED a E W ON TYPE OF STRUCTURE -7 TYPE 111 & IV e3 6 CONT. X W dam° u SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. e V P f' 0 Z w J — USE REMOVABLE ANCHORS ONLY (&6 6" O.C. MAX. r FOR TYPE 1 & It AND 12" O.C. MAX. FOR TYPE W @ J 111 & IV, BUT DO NOT EXCEED ANCHOR SCHEDULE TABLE 21 �tl J � co SPACING. FASTENER SEE ANCHOR SCHEDULE @ CONT. z z US < REF. CONNECTION "TYPE 1- (LOCATE FASTENER 1/4 -20 MACHINE 0 a" Q a w IN NARROW PORTION OF KEYHOLE SLOT BOLT & NUT X EXISTING CONCRETE, LiM 12" O.C. ,)CONT. (TYP. a Q HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED 'OP & BOTTOM — E W ON TYPE OF STRUCTURE -7 1/4 -20 MACHINE BOLT FOR WOOD BLOCKING USE 1/4 "0 S.S. WINGNUT @ 6" O.C. LAG SCREW W/ 1 -1/2" PENETRATION FOR TYPE I & 11 AND INTO WOOD BLOCKING 12" O.C. FASTENER. SEE @ MBE @ 12" O.C. FOR TYPE III & IV TWO 1/4 "4+ S.S. LAG SCREW (ln 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS (MAX. DESIGN LOAD s 72 PSF) NOTE THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. O WALL MOUNT SECTION (BOTTOM) F SCALE: 3" = T -0" STORM PANEL 1/4 -20 S.S. BOLT & WINGNUT @ 12" O.C. MIN. 2" x 2" x.125" MAX. 4" x 4" x.125- CONT. 6063 -T6 ALUM. ALLOY OR 18 GAGE GALV. STEEL / ANGLE i CORNER DETAIL OSCALE: 3" = T -0" THREE 1/4 "0 WOOD LAG SCREWS W/ 2 -1/2" MIN. EMBED. @ 24" O.C. MAX. ANCHOR SCHEDULE ; REF. CONNECTION -1lYPE 4- FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE, SEE MIN. STORM HOLLOW BLOCK OR PANEL SEPARATION WOOD FRAMING. SEE FROM GLASS SCHED. ANCHOR SCHED. BASED (TABLE 2) ON TYPE OF STRUCTURE x SIDE CLOSURE RE(2'0. (SEE PLAN VIEW SEC. A / 1) GLASS OR DOOR NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANELS. OALT. BUILD -OUT MOUNT SECTION G SCALE • 3" = T -0" CONT. 6" x.250' ALUM. PLATE ACROSS WOOD JOIST OR ROOF TRUSS PROVIDE CONT. I QZ PLATE WHERE 0". TRACK ENDS BETWEEN TRUSSES SEE MIN. STORM O (TABLE 2) STORM PANEL EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTUR WOOD ROOF TRUSS OR FRAMING MEMBER #14 SMS BETWEEN TRUSSES @ 12" O.C. - FINISH MATERIAL STUCCO AND /OR PLYWOOD (MAX. DESIGN LOAD 3 72 PSF) SQFFIT CONNECTION DETAIL SCALE: 3" = T -0" in i co a l7 Z W J i TERIAL STUCCO, .YWOOD t- Z W W J J W Q O a ~ d W X � a O DIRECT MOUNT DETAIL SCALE : 3" = T -0" FINISH MATERIAL STUCCO. AND /OR PLYWOOD - FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION WNPE 4- . -r T2" x 3" x 1/8" CONT. ANGLE OR 2" X 5" x 1/8" ANGLE 6063 -T6 ALUM. W/ 1/4" 0 THRU SOLT TO HEADER @ 12" O.C. ^ , 11 " u A V APILROVED AS COMPLYING WITH 'frc: SOUTH FLORIDA BUILDING CODE (MAX. DESIGN LOAD s 72 PSINT j ) A A A-AL. I 013L 19,06 ANGLE BUILD —OUT BY D4oDUCT COAT MVIS-ON SCALE: 3" = 1' -0" BUILDING MOE COMPLIANCE OFFI ;F ACCEPTANCE NO-13 " 01 2-1 -DO d e V P Z Z �tl J � z t� tA 0 a" SEE MIN. STORM .1 o—' X PANEL SEPARATION a FROM GLASS SCHED j N E W (TABLE 2) is in 3 e3 J APILROVED AS COMPLYING WITH 'frc: SOUTH FLORIDA BUILDING CODE (MAX. DESIGN LOAD s 72 PSINT j ) A A A-AL. I 013L 19,06 ANGLE BUILD —OUT BY D4oDUCT COAT MVIS-ON SCALE: 3" = 1' -0" BUILDING MOE COMPLIANCE OFFI ;F ACCEPTANCE NO-13 " 01 2-1 -DO d e V P Z Z �tl w t- tA .1 o—' O IW— y j N a C7 is in 3 e3 W dam° u S 'C 0 N z etl � Y P I. P i1 o A q° W h- N x o n Y +� o m E v vs OLU N It t4 QW J cc 'O 3 J Z LL- m aN 6gM o LU le I- I:V y II 0 Ic � O a Y.J. y*ee alte o�rions ar.vn by mc vac vac draw" no. 98 -'172 ~ 3 of 9 WOOD FRAMED POCKET CLOSURE FOR SLIDING DOOR 1 -1/2" 5" TO 10" MIN. T / r in EXISTING CONCRETE OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE 9 SEE MIN. STORM (TABLE 2) SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) GLASS OR DOOR 1/2 -13 MACHINE 2" x 2" x .093" SCREW NUT ALUM. STUDDED 1/2 "0 POWERS RAWL ANGLE CALK -IN @ 12" O.C. W/ 1/2 -13 MACHINE SCREW 2" x 3" x 1/8" CONT. 6063 -T6 ALUM. ANGLE W/ 1/4" 0 THRU BOLT TO HEADER @ 12" O.C. 3 Jo W IL X� to 1 W PLYWOOD & -� STUCCO FINISH (MAX. DESIGN LOAD t 72 PSF) POCKET DOOR DETAIL SCALE; 3" = 1' -0" 1/4 "0 THRU BOLT ANGLE TO ANGLE CONNECTION @ 12" D.C. 2" x 2" x .093" STUDDED ANGLE — N EXISTING CONCRETE, \ HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE SEE MIN. STORM PANEL SEPARATION FROM GLASS SCHED. (TABLE 2) N v� 2" x 2" x .093" STUDDED ANGLE- t7 z W J MAX. 1/8" TILE FINISH MATERIAL 2" x 4" x 1/8" CONT. PLYWOOD ALUM. TUBE (6063 -T6) 1/4 "O POWERS RAWL CALK -IN @ 5" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCRE1e @ 12" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 1/2 "0 THRU BOLT @ 12" O.C. 1/4 "0 POWERS RAWL CALK -IN @ 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4'0 LAG SCREW La 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER — 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD s 72 PSF) © °PASS THRU" DETAIL SCALE : 3" = 1' -O" EXISTING CONCRETE FINISH MATERIAL, OR HOLLOW BLOCK SEE STUCCO AND /OR ANCHOR SCHED. BASED PLYWOOD ON TYPE OF STRUCTURE ALT. LEG DIRECTION w TWO -1/4 "O THRU BOLTS m 2" x 3" x 1/4" x 0' -8" I1" x 3 "- Q 6063 -T6 ALUM. ANGLE 2" x 3" W — 4' Tw ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & B Tf MAX. HORIZONTAL SPANS) FASTENER. SEE ANCHOR SCHEDULE, REF. CONNECTION "TYPE 4" EXISTING CONCRETE, %— 2" x 3" x 1/8" OR 2" x HOLLOW BLOCK OR 5" x 1/8" CONT. ANGLE WOOD FRAMING. SEE 6063 -T6 ALUM. (TYP. TOP ON TE OF DCR S BOTTOM) ANCHOR STRUCTURE NOTES NOT THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 0' ANGLE BUILD -OUT SCALE: 3" a Y-0" #1:12 SMS @ 12" O.C. 3 0 2 Go e 1 = QW z LTHREE 5/16 "o POWERS RAWL -1 CALK -IN @ 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/3-3/4" MIN. EDGE DIST. (MAX. DESIGN LOAD s 72 PSF) © HEADER MOUNT DETAIL SCALE: 3" = T -0" z 0 m IS t- t7 z W J Q E in 5/16" 0 POWERS RAWL CALK -IN @ 5" O.C. W/ 1" MIN. EMB. INTO CONC. OR HOLLOW BLOCK. ',-2" x 5" x 1/8" CONT. ANGLE 6061 -T6 ALUM. W/ EXISTING CONCRETE 1/4 "0 STUD @ 12" O.C. OR HOLLOW BLOCK SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE a' NOTES THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD s 72 PSF) EDGE MOUNT DETAIL SCALE: 3" = T -0" x.055" 6063 -T6 ALUM. TUBE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BAS ON TYPE OF STRUCT BEAM SCHEDULE 0 2 DESCRIPT ION PANEL LENGT BEAM SPAN 2" x 5" Tw = .125" Tf =.125- 5' -0" _ 8' -0" 8' -1" FINISH MATERIAL. STUCCO AND /OR PLYWOOD —� APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA 03 1,11i BY PRODUCT CON OL DIVISION BUILDiNG CODE COMPLIANCE OFFICE ACCEPTANCE ND. Q'� -tq 13 -M 5r - FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION "'TYPE 2" 1/4" MAX. © HEADER MOUNT DETAIL SCALE: 3" = 1' -0" {i 0 2 Z a, In _ F o �. � ul 1- LL °: k, O K tJa Z44a ,� 42 0.120 = v_ J O N X40 z US x Y =o >a,Q m V P 4 a W`=- 2 N Yo O ui G �_ C z Y d, O C WW \ H to cm oc ZfL Q voo 0.o �to Wgi Itz _m W I V W to 0uj M v CQ 8 a e 0 c 0 a e L V.L m M I PROM JAL "60 FL ZI No: PE 3 OV - 91 data eTrte/100 seois Grown br " NOTim design by ebaeksd VJK drawly no. 98-172 snot 4 of 9 C EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE - FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE RF .ONON E CONNECTION ;YM 3- 1/4 " -20 STUD & WING NUT (al 6" O.C. FOR TYPE I & 11 AND (1& 12" O.C. FOR TYPE 01 & IV 2" x 5" MAX. x .093" STUDDED ANGLE TRAP MOUNT DETAIL SCALE: 3" = 1' -0" W Z N � 2" MIN. pQ X -i 'in 1/4 " -20 STUD & X 5• -0" WINGNUT, PANEL Q Z f. PANEL TO ANGLE i _j CONNECTION (la 6" D.C.- 11- z 2" x .055" 6063 -T6 ALUM. TUB FINISH MATERIAL STUCCO, AND /OR PLYWOOD EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE OR 24 FASTENER. SEE ANCHOR ONECTION "7� 1 2" x 5" MAX. x.093** STUDDED ANGLE — THREE 5/16 "0 POWERS RAWL CALK -IN 1& 3 -1/8" O.C. W/ 1 MIN. EMBED. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE DIST FINISH MATERIAL STUCCO, AND /OR PLYWOOD Qf • FINISH MATERIAL STUCCO, AND /OR PLYWOOD FASTENER. SEE ANCHOR SCHEDULE REF. CONNECTION -TYPE 3" W W Z N -� CL ►_- m 0 < ZH W J O ALT. TRAP MOUNT DETAIL SCALE : 3" = T -0" N UjW W� Z N� a �m l9 Q W ~ J L 2" x 2" x.093" STUDDED ANGLE 1/4 "0 MACHINE BOLT x 2" x .093" TUDDED ANGLE -�0 STUD & WING NUT (c1 6" O.C. FOR TYPE I & 11 AND (al 12" O.C. FOR TYPE III &IV t 2" x 2"x.093" STUDDED ANC O QW IL 2 Q� E? #12 - D.C. Tw (ol 12" O. ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR Tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 2" x 3" x 1/4" x 0' -8" 6063 -T6 ALUM. ANGLE TWO -1/4 "0 THRU BOLTS ALT. LEG DIRECTION NOTE: THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. (MAX. DESIGN LOAD m 72 PSF) O STORM PANEL SUPPORT BEAM SCALE: 3" = l'-O- 1/4"0 THRU BOLT (a) 12" O.C. ANGLE TO ANGLE CONNECTION — 2" x 3" 2" x 4" I x 1/8" 2" x 5" 6063 -T6 ANGLE FASTENER. SEE ANCHOR SCHEDULE. REF. CONNECTION 'TYPE 30 EXISTING CONCRETE OR HOLLOW BLOCK. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE EDGE DIST. BEAM SCHEDULE a DESCRIPTION PANEL LENGT BEAM SPAN 2" x 5" Tw = .125" Tf =.125- 5• -0" 9' -5" 8' -0" 8' -1" u n r- = J ;m z� U J NON- STRUCTURAL 1/4 " -20 STUD & WING NUT @ 6" O.C. FOR TYPE I & 11 AND (al 12" O.C. FOR TYPE III &IV —2" x 2" x .093" STUD ANGLE NOT THIS DETAIL MAY BE USED APPROVED AS COMPLYING METH THE NOTE: THIS DETAIL MAY BE USED AT — TOP OR BOTTOM OF PANEL. AS FLORID BUILDING CODE - TOP OR BOTTOM OF PANEL. . jC9.ca"a _ CC BY STORM PANEL BUILD -OUT PRODUCT Con � DIv�.ON O 2" x 2" ALUM. TUBE BUILD -OUT O BUILDING CODE COMPLIMCE OFFICE SCALE : 3" = 1' -0" SCALE. 3" = 1' -0" ACCEPTANCE NO.%6 -0123 -05' 11/09/98 12:20 ' W W e H NZ co cm ZfL � co QO03 Z_m 1j °00 -2o C3 Ny in It a Z _ M c �0 t- Co aC 2 <_ W in ~ • M H c J N yir am a Oo z�a e3 co a+ ' = b a @ dmm R, m 14 > Y J in N a� all z `> ° >m< Y =e v m O C D rn a W oz N Y c v W x= Z W W e H NZ co cm ZfL � co QO03 Z_m 1j °00 -2o C3 Ny in It �p" FL can c No: rEER PE 3 I a a7M/" a drawn by AS WORD MC design by YM draw" no. 98-172 $heat 5 of 9 c V • M o a b a @ c g o a� `> ° v ` g3 �p" FL can c No: rEER PE 3 I a a7M/" a drawn by AS WORD MC design by YM draw" no. 98-172 $heat 5 of 9 ANCHOR SCHEDULE FAS7l311ER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS Z MIN. 3/4" EDGE DISTANCE w Z� 1- QANCHOR 41 TYPE LOAD (W) M F NO E 1) d SPANS UP TO S. -0" (SEE NOTE 1) SPANS UP TO 8' -6" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1- 1. ti ` O 1 2 1 3 1 4 5 1 1 2 1 3 4 5 1 2 1 3 4 5 y a 48.0 12 12 12 112 12 12 12 9 12 112112 6 1 6 112 12 62.0 12 12 12 12 12 12 7 7 12 112112 5 1 6 12 11 1/4 -0 WOOD LAG SCREW W/ 1 -3/4' THREAD 72.0 12 12 10 112 12 12 5 6 12 12 12 5 6 12 11 92.0 12 9 8 12 12 12 5 6 12 11 12 5 6 12 11 PENETRATION (SHEAR PARALLEL 200.0 12 5 6 12 11 121 5 6 12 11 12 5 6 12 11 TO GRAIN) �® 48.0 12 12 12 112 112 12 121 7 12 12 12 6 5 12 12 Q 62.0 12 12 9 12 12 12 7 5 12 112112 5 4 12 11 1/4 "0 WOOD LAG SCREW W/ 1 -3/4" THREAD 72,0 12 12 8 112112 12 5 4 12 12 12 5 4 12 i1 92.0 12 9 6 12 12 12 5 4 12 11 12 5 4 12 11 p0 PENETRATION (SHEAR PERPENDICULAR TO GRAIN) 200.0 12 5 • 4 12 11 12 5 4 12 11 12 5 4 112, 11 ?� yk 48.0 12 112 12 12 12 12 12 112 12 12 12 7 9 112 12 62.0 12 12 12 12 12 12 8 9 12 1212 6 8 112 '12 72.0 12 12 12 12 12 12 6 8 12 12 12 6 8 12 12 V4'0 ELCO MALE/ FEMALE'PANELMATE' W/ 1-7/8 MIN. EMBEDMENT & 1/4 -20 MACHINE 92.0 12 10 11 12 12 12 6 8 12 12 12 6 8 12 12 200.0 12 6 8 12 12 12 6 8 12 12 12 6 8 112 12 SCREW wITH NUT * 48.0 12 12 12 12 12 12 5 7 12 12 10 3 5 1 10, 8 62.0 12 12 9 12 12 11 3 5 11 1 11 9 4 9 5 7/16'0 BRASS WOOD BUSHING 72.0 12 7 8 12 10 4 10 6 9 4 9 1 5 92.0 12 4 6 12 J12 9 4 9 5 9 4 9` 5 W/ S /8' EMBED. AND 3/4' MIN 200.0 9 4 9 9 4 9 1 5 9 4 9 5 EDGE DISTANCE ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMrMD TO THOSE SHOWN IN TABLE 1. SHEET B. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. S. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. inDESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. * DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT _ 1 BY PRODUCtvol Y; S:ON BUILDING CODE COMPUANCE OFFICE ACCEPTANCE NO.J'- 0113 -0`3' O O O S2 Z IR 0' z d F 1- 1. ti ` O 4c N y a V Z a a IOC M • a IL ; 0 1A v � a � c p o C3 a C o T A w ° � wNi: m g: us O m V W ` I= N -4 Q �� a��T� -r n, Ue a-J °g0 0 uJ N � rJj Y.J. inw // FL Ll�fn Not PE '1063 0 U 4 919 aeieo� sole sy AS Norm arswn Nc 98-172 sluat 7 of 9 e Be ` i e v a � a � c p o > v ° � m g: Y.J. inw // FL Ll�fn Not PE '1063 0 U 4 919 aeieo� sole sy AS Norm arswn Nc 98-172 sluat 7 of 9 ANCHOR SCHEDULE FASTENER SPACING (INCHES? REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS z i•- �O Z MIN. 20 EDGE DISTANCE MIN. 30 EDGE DISTANCE CD O �OIA)D SPANS UP TO .NOTE SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO FFO-- 8 � O ANCHOR TYPE PSF M NOTE 1j (SEE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE O•aom 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 48.0 12 12 12 12 12 121 6 7 12 12112 W " X 3 . S 12 9 12 12 12 112112 P C a 121 8 12 12 12 12 4 8 12 11 62.0 12 12 10 12 12 12 4 6 12 12111 Y 3 5 11 6 12 12 12 12 12 12 5 9 12 12 12 3 7 12 7 72.0 12 9 9 12 12 11 3 5 11 7 Ill 3 5 11 6 12 11 12 12 12 12 4 8 12 9 12 3 7 12 7 1/4 "0 ITW TAPCON W/ 1 -1/4- MIN. EMBEDMENT 92.0 12 S 7 12 12.11 3 5 11 6 11 3 5 11 6 12 6 10 12 12 12 3 7 12 7 12 3 7 12 7 200.0 11 3 5 11 6 11 3 5 11 6 it 3 5 1 11 6 1121 3 7 121 7_ 12 3 1 7 121 7 12 3 7 12 7 (mK s,loo p_ L OOpICFWM Sir 48.0 12 12 12 12 12 12 5 7 12 12 11 3 5 11 8 12112 12 12112 12 6 8 12 12 11 3 6 11 8 62.0 12 12 9 12 12 12 3 5 12 12 10 4 10 5 12 12 11 12 12 12 3 6 12 12 10 S 10 S 1/4 -0 ELCO MALE/ FEMALE •PANELMATE- W/ 72.0 12 8 8 12 12 10 4 10 6 10 4 10 5 12 8 9 12 12 10 5 10 6 10 5 10 5 1 -V4 MIN. EMBEDMENT 8 1/4 -20 MACHINE 92.0 12 4 6 12 12 10 4 10 5 10 4 10 5 12 4 7 12 12110 5 10 5 10 5 10 5 SCREW WITH NUT (MpL 3,000 pgS.L CONCRETE) 200.0 10 4 10 5 10 4 10 5 10 4 10 1 5 10 5 10 5 10. 5 10 5 10 5 10 5 48.0 12 12 12 12 12 12 12 10 12 12 12 6 7 12112 12 12 12 12 12 12 12 12 -12 12 12 8 12 12 12 62.0 12112 12 12 12 12 7 8 12 12112 5 7 12 11 12 12 12 12 12 12 9 12 12 12 12 7 11 12 12 1/4-0 WL CALK-IN 72.0 12 12 12 12 12 12 5 7 12 12 12 5 7 12 11.12 12 12 12 12 12 1 7 12 12 12 12 7 11 12 12 W/ 7/8" EMBEDMENT 3 1/4 -20 STAINLESS 92.0 12 9 9 12 12 12 5 7 12 11 12 5 7 12 11 12 12 12 12 12 12 7 11 12 12 12 7 11 12 12 CC STEEL MACHINE SCREW (mc 3,000 p sj coNDREM 200.0 12 5 7 12 11 12 5 7 121 11 . 12 5 7 12 11 12 7 11 12 12 12 7 11 12 12 12 7 11 12 12 Z 48.0 12 12 11 12 12 12 5 6 12 12 10 4 10 7 12 12 12 12 12 12 6 10 12 12 12 3 7 12 9 O 62.0 12 11 9 12 12 11 3 5 11 11 9 4 9 5 12 12 12 12 12 12 4 8 12 12 11 -3 6 11 6 V 1/4 -0 POWERS 72.0 12 7 7 12 12 9 4 9 5 9 4 9 5 12 9 11 12 12 12 3 6 12 7 11 3 6 11 6 RAWL ZAMAC NAIL -IN W/ 1 -V8- 92.0 12 4 6 12 12 9 4 9 5 9 4 9 5 12 5 9 12 12 11 3 6 11 6 11 3 6 11 6 MIN. EMBEDMENT (wL3,000psi 200.0 9 4 9 5 9 4 9 5 9 4 9 5 11 3 6 11 6 11 3 6 11 6 11 3 6 11 6 48.0 12 12 12 12 12 12 7 8 12 12 12 4 6 12 11 12 12 12 12 12 12 9 12 12 12 12 5 9 12 12 62.0 12 12 11 12 12 12 4 6 12 12 12 3 5 12 7 12 12 12 12 12 12 6 10 12 12 12 4 8 12 9 V4 "0 ITW RED HEAD 72.0 12 10 9 12 12 12 3 5 12 8 12 3 5 12 7 12 12 12 12 12 12 4 9 12 10 12 4 8 12 9 DYNASOLT SLEEVE ANCHOR w /1 -1 /8" 92.0 12 6 7 12 12 12 3 5 12 7 12 3 5 12 7 12 7 12 12 12112 4 8 12 9 12 4 8 12 9 MIN. EMBED. (fit. Z1oo P.S1 CDNCREIE) 200.0 12 3 S 12 7 12 3 5 12 7 12 3 5 12 7 12 4 8 12 9 12 4 8 12 9 12 4 8 12 9 48.0 12 12 12 12 12 12 11 10 12 12112 6 7 12 112.12 12 12 12 12112 12 12 12 12 12 7 12 12 12 62.0 12 1212 12 1212 7 8 12 12 12 5 6 12 10112 12 12 12 12 12 8 12 12 12 12 6 11 12 12 72.0 12 12 12 12 12112 5 7 12 12 12 5 6 12 14 12 12 12 12 12 12 6 11 12 12 12 6 11 12 12 V4 "0 POWERS RAWL DROPAN S. 1/4-20 SIDEWALK BOLT (3/4 "0 HEAD) W/ 92.0 12 8 9 12 12 12 5 6 12 10 12 5 6 12 10 12 11 117.112 112 12 6 11 12 12 12 1 6 11 12 12 200.0 12 S 6 12 10 12 S 6 112 110 12 5 6 12 10 12 6 11 12 12 12 6 11112 112 112 6 1 11 112 1121 �2.=P„g ,� i f. ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER. SPANS FOR SPECIRC LOADS MUST BE UMTTED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT. SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,.NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2 "x4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. { WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. ®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROVED AS COMPLYING WTH THE SOUTH FLORIDA BUILDING CODE DATE 0-3 ihc� BY _ s PRODUCT CONTI L DIViS:ON BUILDING CODE WIMPL6ANCE OFFICE ACCEPTANCE N0. cL d Za z i•- �O Z A r ai a O ` Z =m Ow z u c o a z o f, � n 4 r Y O 3 m e" elf O•aom = v o u on N IL 0. i W " X Y _ in c P C a o in u °e " N Ip z c o Z Zz } Y � a o V'-S FL Lys n Not PE OA'10 3 erawtay no. 98-172 .�sw9 Q e W W zp N i•- �O Z cL a O ` Z =m Ow z Ny V'-S FL Lys n Not PE OA'10 3 erawtay no. 98-172 .�sw9 a c Y v o u °e " av V'-S FL Lys n Not PE OA'10 3 erawtay no. 98-172 .�sw9 7 f t� ANCHOR SCHEDULE FASTENER SPACING (INCHES) REG RIED FOR VARIOUS DESIGN LOADS AM SPANS i z_ MW. 2' EDGE DISTANCE MIN. 30 EDGE DISTANCE 13 Q ANCHOR TYPE (A SPANS PS F OC Z UP TO (SES.-O. NTE 1) SPANS UP TO (SES.-6- NTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE •NaM 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (BEE 1) ial MANX NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE � v° tri 1 2 3 1 4 S 1 1 2 3 1 4 5 1 1 2 3 4 1 5 1 2 3 4 5 1 1 2 3 1 4 5 1 2 1 3 1 4 5 X12 48.0 12 12 8 12 12 9 3 4 9 9 6 N z 3 6 5 12 12 12112 kaIL 12112 4 7 12 12 8 a� 5 8 6 62.0 12 7 6 12 12 7 W 3 7 7 6 3 6 3 12 9 9 12 12 9 5 9 9 7 4 7 4 72.0 10 4 5 10 10 6 3 6 3 6 3 6 3 12 6 8 12112 8 4 8 4 7 4 7 4 92.0 8 4 8 8 6 3 6 3 6 3 6 3 10 3 6 10 10 7 4 7 4 7 4 7 4 1/4 -o ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 200.0 6 3 6 3 6 3 6 3 6 3 6 3 7 4 7 4 7 4 7 4 7 4 7 4 48.0 12 12 12 12 '12 12 5 7 12 12 11 3 5 11 8 12' 12 12 12 :12 12 6 8 12 12 11 3 6 11 8 62.0 12 12 9 12 12 12 3 5 12 12 10 4 10 5 12 12 11 12112 12 3 6 12 12 10 S 10 5 72.0 92.0 12 12 8 4 8 6 12 12 12 12 10 10 4 4 10 10 6 5 10 10 4 4 10 10 5 5 12 12 8 4 9 7 12112 12 12 10 10 5 5 10 10 6 5 10 10 5 5 10 10 5 5 1/4 "0 ELCO MALE/ FEMALE'PANELMATE' W/ 1-1/4 MIN. EMBEDMENT & 1/4 -20 MACHINE SCREW WITH NUT 200.0 10 4 10 5 10 4 10 5 10 4 10 5 10 5 10 5 10 5 10 5 10 5 10 5 m W 1/4'0 POWERS RAWL CALK -IN W/ 7/8' EMBEDMENT 48.0 12 12 10 12 12 12 5 6 12 12 9 4 9 7 12 12 12 12 12 12 6 9 12 12 12 3 6 12 9 62.0 12 10 8 12 12 10 3 4 10 10 8 4 8 4 12 12 12 12 12 12 3 7 12 12 11 6 11 6 72.0 12 7 7 12 12 9 4 9 5 8 4 8 4 12 8 11 12112 11 3 6 11 6 11 6 11 6 92.0 12 4 5 12 12 8 4 8 4 8 4 8 4 12 5 8 12 12 11 6 11 6 11 6 11 6 WF V E. V4 -20 STAINLESS STEEL MACHINE SCREW 200.0 8 4 8 4 8 4 8 4 8 4 8 4 11 6 11 6 11 6 11 6 11 6 11 6 Z 48.0 12 12 8 12 12 9 3 5 9 9 6 3 6 4 12 12 12 12 12 11' 4 7 11 11 8 5 8 6 COj 62.0 12 7 6 12 12 7 3 7 7 S 3 5 3 12 9 9' 12 12 8 5 8 8 7 4 7 4 72.0 10 4 5 10 10 6 3 6 3 5 3 5 3 12 5 8l 12 12 7 4 7 4' 7 4 7 4 = 1/4"0 RAWL POWERS AMAC NAIL -IN W/ 1 -V8" MIN. EMBEDMENT 92.0 8 4 8 8 5 3 5 3 5 3 5 3 10 3 6: 10 10 7 4 7 4 7 4 7 4 200.0 5 3 S 3 5 3 5 3 5 3 5 3 7 4 7 4 7 4 7 4 7 4 7 4 48.0 12 12 8 12 12 8 3 5 8 8 6 3 6 4 12 12 12 1-2112 10 4 7 10 10 7 5 7 5 62.0 11 6 6 11 11 6 3 6 6 5 3 5 3 12 8 9' 12 12 8 5 8 8 7 4 7 3 0:��EE 72.0 9 4 5 9 9 5 3 S 3 5 3 5 3 12 5 8, 12 12 7 4 7 4 7 4 7 3 V4'm ITW RED HEAD DYNABOLT SLEEVE ANCHOR W /1 -V8" MIN. EMBED. 92.0 7 4 7 7 5 3 5 3 5 3 5 3 9 3 6 9 9 7 4 7 3 7 4 7 3 200.0 5 3 5 3 S 3 5 3 5 3 5 3 7 4 7 3 7 4 7 3 7 4 7 3 a1r "s-m-wo- 48.0 12 12 12 12112 12 11 12 12 12 12 6 11 12 12 12 12 12 12 12 12 11 12 12 12 12 6 11 12 12 62.0 12 12 12 12 12 12 6 12 12 12 12 5 10112 10 12 12 12. 12 12 12 6 112112 12 5 10 12 1072.0 U4 -20 1TW EPCON EPOxY ANCHOR w/ ss. MAa scREw w/ 2" MIN. EMBED. 12 12 12 12 12 12 S 10 12 12 12 5 10 12 10 12 12 12 12 12 12 5 10 12 12 5 10 12 10 92.0 12 8 12 12 12 12 5 10 12 10 12 5 10 12 10 12 8 12 12 12 12 5 10 12 N12 12 5 10 12 200.0 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 10 12 5 10 12 12 5 10 112 10 T ANCHOR NOTES: 1. SPANS & LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACIN ONLY. ALLOyyA E SHUTtfR SPANS FOR SPECIFIC LOAD$ MUST BE UNITED TO THOSE SHOWN IN TABLE 1, SHEET 6. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL .BE LOCATED IN CENTER OF NOMINAL 2'x4" (MIN WOOD STUD, 3/4 ", EDGE DISTANCE IS ACCEPTABLE iOR WOOD FRAMING' WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 AR. GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT .OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9 ®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. DESIGNATES ANCHOR WHICH ARE REMOVABLE BY REMOVING WASHERED WINGNUT, NUT OR MACHINE SCREW. APPROITD AS COMPLYING V ,-M THE SOUTH FLORIDA BUILDING CODE DA tcvo"u �� BY PRODUCT Y, S:ON BUILDING CODE CMWL"CE OFR 4CCEPi'MM N0. . jj 5 d g i z_ • - � to vco 0 ILJ OC Z vW i w F C2 Ny V ul - F_ C nom. o i � v° tri O > V, Oao ? °s0, X12 _ V J pot. N z wt m X Y kaIL V w a� E > W am F N Yo n W oO z nIOL, V.J. FL PE0'l0983� as m 98-172 sh"t9of9 wi Z • � to vco 0 ILJ OC Z vW i w C2 Ny V V.J. FL PE0'l0983� as m 98-172 sh"t9of9 �g L i w V C � v° O > _ V.J. FL PE0'l0983� as m 98-172 sh"t9of9 ppp- TABLE 1 - STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) TYPE 1 TYPE It TYPE III TYPE 1V "U" 8.. "H" HEADERS WITH STUD SILLS @ 6" O.C. OR "F" TRACK WITH BOLTS @ 6" O.C. -Ar FOR STUDDED ANGLE MOUNTS, "F" TRACK MOUNTS W/ STUDS @ 6" O.C. & DIRECT MOUNTS W/ ANCHORS @ 6" O.C. (TOP & BOTTOM) loe "U" & "H" HEADERS WITH STUD SILLS @ 12" O.C. OR "F" TRACK WITH BOLTS @ 12" O.C. .Ae fe FOR STUDDED ANGLE MOUNTS. "F" TRACK MOUNTS W/ STUDS (l0 12" O.C. & DIRECT MOUNTS W/ ANCHORS @ 12" O.C. MAX. (TOP & BOTTOM) 'ie 4e L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) L MAX. (FT -IN) 30.0 8 -8 12 -0 8 -8 12 -0 40.0 8 -8 11 -10 8 -8 11 -6 50.0 8 -8 11 -1 8 -8 10 -3 60.0 8 -8 10 -2 8 -8 9 -4 70.0 B -8 9 -5 8 -8 8 -8 80.0 8 -6 8 -9 8 -1 8 -1 90.0 8 -0 8 -3 7 -2 7 -8 100.0 7 -4 7 -10 6 -6 7 -3 110.0 6-8 7-6 5- 10 6-11 120.0 6 -2 7 -2 5 -5 6 -7 130.0 5 -7 6 -10 5 -0 6 -4 140.0 5 -3 6 -7 4 -7 6 -1 150.0 4 -10 6 -5 4 -3 5 -11 160.0 4 -7 6 -2 4 -0 5 -9 170.0 4 -4 5 -10 3 -9 5 -7 180.0 4 -0 5 -6 3 -7 5 -5 190.0 3 -10 5 -3 3 -5 5 -3 200.0 3 -8 4 -11 3 -3 4 -11 210.0 3 -6 4 -9 3 -1 4 -9 220.0 3 -4 4 -6 2 -11 4 -6 230.0 3 -2 4 -4 2 -9 4 -4 TABLE 1 AND 2 NOTES: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. ALLOWABLE STORM PANEL SPAN. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE MAX. ALLOWABLE STORM PANEL SPANS. 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM PANEL SEPARATION FROM GLASS. 4. 'AV = FOR TYPE I & 11 - BOLTS REQUIRED @ MIDSPAN TO HOLD PANEL SEAMS TOGETHER. 4r 'j'= FOR TYPE 111 & IV - NO BOLTS REQUIRED TO HOLD PANEL SEAMS TOGETHER. TABLE 2 - SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD (PSF) ACTUAL SHUTTER SPAN (L) (FT -IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11-31/2 2 -7/8 2 -1/4 12- 0 3 -1/4 to 40.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/8 11-31/2 2 -7/8 2 -5/8 11-10 3 -1/4 3 50.0 5 - 0 2 -3/4 1 -1/8 7 - 4 2 -3/4 1 -1/2 11 -2 3 3 60.0 5- 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -1/2 10 -s 3 3 70.0 5 - 0 2 -5/8 1 -1/4 7 - 4 2 -5/8 1 -5/8 10 -3 3 3 80.0 5 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -5/8 9 -11 3 3 90.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -3/4 -9 -7 3 3 100.0 4 -0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -7/8 9 -1 3 3 110.0 4 - 0 - 7 - 4 2 -5/8 1 -1/2 8 -8 3 3 120.0 4 - 0 2 -5/8 1 -1/8 7 - 4 2 -5/8 1 -1/2 8 - 4 2 -7/8 2 -5/8 APPROVED AS COMPLYING W7H THE SOUTH FLORIDA BUILDING CODE DAT t 1 BY PRODUCT CO; L DlV4S:ON BUILDING CODE GCOMPUANCE OFF I ACCEPTANCE NO. _ 7- - 8 � a3 - o I IC IC cg z�Y :p o 0 0 8 C o � > a? Va FL rLe No. PH 3 draw" 98-172 sM•t 6 of 9 ` z M- t 10 Q grm ao CD Q F � W Lu 10 F M to IN V V O < P a ryi C• m ' CL 13 = U CO N < N > 4c ca 2 •. e: x _ >m< 0► �PQ. 0. 0. > z = I- N o Y in O W C } Z Y � o a a o IC IC cg z�Y :p o 0 0 8 C o � > a? Va FL rLe No. PH 3 draw" 98-172 sM•t 6 of 9 ` W LU N M- t 10 Q grm ao CD � 3LL� Z_m Lu 10 0111 M Ny IC IC cg z�Y :p o 0 0 8 C o � > a? Va FL rLe No. PH 3 draw" 98-172 sM•t 6 of 9 f ��� •ate. U 2I� �CJivC LOCsSttlC F WOOD BUCK (MIN) If/ l0 ® 1 3. "u'¢ sttL[ 1 „utC sttLr —I MAX. 36 • SIDELITE 71 112 MAX. FRAME WIDTH 31 WIDTH (2 PANELS MAX. 34 1 /4• VIDE N0M.) EXTERIOR CONC. CONS. r yr raa asst, li A �'_ [�[aLIE Frew, . "� � Frsm• 1 • r T4• ■ � � ?•9• i � s ■ 1 — -- - -it - -1 O T� s 1 4I T•1 t ?: MEA0 --A w I 21 6 r E -Z Frareu Sa 0 1 c -0• i It iY r ! 1 u F 0' i O — = 8- ti L-1 �u DLO ]/16• 4r _r tEx� s'0 ■ i S F a I 7 6• i f �x O p J a 4I SILL _ 21 -jar 8 LJLJ u0 21 -0 m n I u n 00 ° R[CDw[xOCD ]/4• ACCESS (x1K) r • a r C,tTRupCD ALu ua.* A[twoRc" W+ r AT bCCTJ,t stJLC •+.Gar= - MMA •A r• 1 • AUL, 111L.KIV f IIYL WOOD DU K (M114) 1YP. DETAIL CDNC. CONS. C ON C. CDNS. .ti t2]d1rL iL • A V6C1s+Ex � 1 MAX. _ t aI rra -4 , Jt _ 9 to FZ i 0 k-1/4-MAX u ce ! /IL' IEriI' n r I f �4�1Tt• � sL — DJ•o •G4 „�C.� •�'• 3' � � 00 -1200 D 0 -80 E } y 0 0 -44 6 )0 •97E JO -920 )o •901 r-- -- e tTYP� � � 3 CA MAX FRAME VIDTH 6' AT L SILL) TO H04C __jX1' 7.4, Mll+6C IIT. rip. tT HI)Q f or DMIR —� HUZE mt ITP. �. VY 10 "tWE T KAI KAD ► L I SILU _ � XLTYPX •= T I x lA. 8� 7 d Li �s � x � X f i FOR HOLLOW CONCRETE BLOCK LOCATE ALL MEETING STILE AND MULLION END IN Ln Ot = / O / tU a I / wc 2 / •t AT �• FROM FRAME ENDS AND CLUSTERS OF TWO (2) A14CHORS 2:' OMAX. N CENTER MA PER TEST HOCK -UP, u ,• 2 I Ln+ - ITT " JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES B A110 9 / 3' 37 7/16' MAX FRAME VIDTH n I-- _ �s IS 1/4' DIA. TAPC13N x 1 3/4• EMBEDMENT. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED Of EACH UNIT ELEVATION, x lA. Or X �s Q x ti f i FOR HOLLOW CONCRETE BLOCK LOCATE ALL MEETING STILE AND MULLION END IN Ln Ot _ SINGLE DOOR V/ SIDELITE EACH SIDE 'k(TYPj (IYP. AT IIQIBLE MM PITH SIN3_E SIDELIIE EACM SIDE MAX KAD L S$-U ,� VfTPj clip At 7I' -' +CAD L x ttYP) 9 9 ^&& LLLL _JMII 1 r x trTP) 9 9 t 3 6 4 3 = i 3 i !] �Lt22p 7•C o / / Or nuaCt s 10 2 10 tn O+ 10 10 -4. litP) I 36' 37 7/16• . _ 36' — (,il+) 36' — 71 112' or —,� 36' - t109 7/16' MAX FR. WIDTH - 143 112' MAX. FRAME VIDTH CTYPJ ,e 14• .ja(TYP. AT )ttwp L SILL) IS 1/4' DIA. TAPC13N x 1 3/4• EMBEDMENT. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED Of EACH UNIT ELEVATION, AROUND TH DRAWN PERPENDICULAR TO THE FRAME. E PERIMETER MAXIMUM SHIM SPACE BETWEEN THE FRENCH 9 1 7 = DETAIL 6\ f FOR HOLLOW CONCRETE BLOCK LOCATE ALL MEETING STILE AND MULLION END IN Q. �. / a . • �ly ,IAMBS. STILES ADDITIONAL CLUSTERS OF TWO (2) ANCHORS ARE REQUIRED wc 2 / •t AT �• FROM FRAME ENDS AND CLUSTERS OF TWO (2) A14CHORS 2:' OMAX. N CENTER MA PER TEST HOCK -UP, u 10 FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST FOR 'x•, 'OX•, I Ln+ - SIZE' UNITS •XX•, 'OXO', OR 'OXXO' CONFIGURATIONS. LOCATE Ii CAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES B A110 9 / 3' (� l4•,IC,(TTP. A( 11 111 d) A i bEAD L SILL) REV./ v O FALSE MuNrINS =0 MAY BE A13PLICU - 1 TO GLASS tTYP) Of I X iwig I � t miwr ' I \ O _i -jr: I 1 1 I 11 11 111 "c—=4- ,• tTYP) �, 36' 37 7/16' (TrPi 73 7/16' 71 112• MAX FRAME VIDTH MAX FRAME VIDTH NOTES FOR ANCHORS 114TO WOOD FRAME CONSTRUCTION t• 1 TYPICAL WOOD FRAME ANCHOR TYPE IS 214 STAINLESS STEEL SHEET METAL SCREV X 1 112• PENCTkAtI[14. 2 MINIMUM WOOD FRAME ANCHOR OUANTITIES ARE DEPICTED AS SOLID L114CS LOCATED AROuNO THE PERIMETER pF EA. UNIT ELEVATION, DRAWN PERPENDICULAR TO THE FRAME. 3 MAXIMUM SHIM SPACE BETWEEN FRENCH DOOR FRAME AND WOOD FRAME SUBSTRATE = 1/4' 4 LOCATE ALL MEETING STILE AND MULLION END ANCHORS VI-THIN 6' FROM CENTERLINE. PER TEST MOLK -U1' 5 LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4• FROM FRAME ENDS L 14• O.C. MAX., PLk IF MIICx -uP ADDITIONAL CLUSTERS DF SIX (6) AJ4CHORS ARE REQUIRED AT MEETING STILES ADDITIONAL CLUSTERS OF 1VQ (2) ANCHORS ARE REOUIRED AT MJD- PAUEL. OF UOUBLC DOORS Alto Mu(LJOI+ JAMBS 6 LOCATE INTERMEDIATE JAMB ANCHORS AT 4• FROM FRAME ENDS Alit) CLUSTERS OF TVO (2) AUC►I(IRS 24' ON CENTER MAX., PER TEST MOCK -UP. 7 LOCATE ALL HINGE /LOCK -SET A14CHORS WITHIN 6' FROM HINGE /LOCXSET CENTERLINC, PER TEST M(1L'X -uP 8 ELEVATIONS ARE SCALED V1EVS OF EQUIVALENT 'TEST SIZE' UIJITS FOR •x•, •px; •xx •pxU•. Uk 'OXXO' CONFIGURATIONS. 9 LOCATE HEAD. SILL. AI4D JAMB INTERMEDIATE A14CHORS FOR OTHER SIZE UNITS PER 140IES 5 AI10 6 • ^�• ILMAL LurtLXLTL /CBS CONSTRUCTION. TYPICAL [ONCRETE ANCHOR TYPE IS 1/4' DIA. TAPC13N x 1 3/4• EMBEDMENT. MINIMUM CONCRETE ANCHOR QUANTITIES ARE DEPICTED AS SOLID LINES LOCATED Of EACH UNIT ELEVATION, AROUND TH DRAWN PERPENDICULAR TO THE FRAME. E PERIMETER MAXIMUM SHIM SPACE BETWEEN THE FRENCH DOOR FRAME AND THECONCRETE /VOOD BUCK SUBSTRATE = I/4• MINIMUM 1/4• DIA TAPC13N EDGE DISTANCE FROM EDGE OF CONCRETE /BLOCK MINIMUM FLUSH BOLT = 2 112' (t0 DIA.) SPACING BETWEEN 1/4• DIA, TAPCONS WITHIN 'ANCHOR GRpUp• = 3' (12 DIA.). EXCEPT AS INDICATED IN NOTE DETAIL !LUMBER 7 BELOW. MINIMUM 1 /4• DIA TAPCON EMBEDMENT f FOR HOLLOW CONCRETE BLOCK LOCATE ALL MEETING STILE AND MULLION END ANCHORS WITHIN 6' FROMI CENTERLINES. Al JO 2 3/8' UN CENTER MINIMUM, PER TEST MOCK -UP, LOCATE INTERMEDIATE HEAD AND SILL ANCHORS AT 4' FROM FRAME ENDS AND 14' ON CENTER MAX. PER TEST MOCK -UP. ADDITIONAL CLUSTERS 13F SIx (6) ANCHORS ARE REQUIRED AT MEETING OF DOUBLE DOORS AND MULLION ,IAMBS. STILES ADDITIONAL CLUSTERS OF TWO (2) ANCHORS ARE REQUIRED � AT MID- PANJEL LOCATE INTERMEDIATE JAMB ANCHORS AT �• FROM FRAME ENDS AND CLUSTERS OF TWO (2) A14CHORS 2:' OMAX. N CENTER MA PER TEST HOCK -UP, LOCATE ALL HINGE /LOCK -SET ANCHORS VITHIN 6• FROM HINGE /LOCKSET CENTERLINE, PER TEST MOCK -UP. ELEVATIONS ARE SCALED VIEWS OF EQUIVALENT 'TEST FOR 'x•, 'OX•, 1� SIZE' UNITS •XX•, 'OXO', OR 'OXXO' CONFIGURATIONS. LOCATE Ii CAD, SILL, AND JAMB INTERMEDIATE ANCHORS FOR OTHER SIZE UNITS PER NOTES B A110 9 / 3' 3' it VIEW TM WINDOW & DOOR CO. FROM 601 NW 12 AVE., POMPANO BEACH, FL ® INTERIOR PRODUCT DESCRIPTION SERIES 230 FRENCH DOOR I GLASS TYPE _3' 3 /INS• yrunrorn r- ..... ,�tav I e 3• OF 9 10i ?1 -qqle _al ail? til .j r R ADDRESS 381 N. E. 103rd St. t ! /Ii/ 7� PAID BY IT h 70f - 5.S'.; Alt- LE GAL. _ RECORD GARBAGE TAX YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER E