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BP-05-724Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon > 305)795 -2204 Fax: (305)756 -8972 Inspection Date: 02/01/2006 Inspector: Deshamis, George Owner: LLC, MSVC Job Address: 9450 2 Avenue NE Miami Shores Village, FL 33138- Project: MSVC Block: Contractor: CODA ROOFING, INC Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (786)344 -8124 Parcel Number 1132060132780 Lot: Phone: 305 -681 -1060 Building Department Comments Wednesday, February 1, 2006 Page 2 of 2 Passed Inspector Comments eq 7-71e 1;-- Failed S CO 1 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, February 1, 2006 Page 2 of 2 • • •.• • • • ••• •• •• . • . •• •• • • • • • • • • • • • '• • • ••• • • • • • • • • • Florida Building Code Edition 2002 HHOOOWindy Hutkon lame t ' ermitApplcation Form. 'Ssc ibn tGianieritt J iformlation) Master Permit No. Contractor's Name Job Address _ •--- •�s+ .erocess No. • A 8/0. ec)Pos al- ROOF CATEGORY M ow Slope ❑ Mechanically Fastened 'Tile 0 Asphaltic 0 Metal Panel/Shingles Shingles RE Mortar /Adhesive pet e ❑ Wood Shingles/ Are there ❑ Prescriptive BUR -RAS 150 Gas Vent Stacks? Yes ❑ Nos ROOF TYPE Type: Natural ❑ LPGX ❑ EVE 2 - - -r- IJ New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep. Sloped Roof Area (SF) Total (SF) / GK 0 *fd° Section B (Roof Plan) Sketch Roof Piarc illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include, dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. MMMMM MMM 11MI>I MI>I MMMI11111 M1 111 MII MI MMMI M: tMIMMMMIMMMMMMMI>>>>>>IM11111: 111 MM MMMMMMM I.M MI: M11111 C11>I MMI M>$ MM MI MI> MI M IMIMIMMIIM'MIMMUMMIMMII "'1 "•• "" 11111111111111 1111111 I n`iito nn '. 1111111111111111111 - 1111111111111111 011111 .. . IIIIIIIIIIIIIIIIIIII_ ∎11111111111111 Lll I IIIIIIII IIIIIIIIi111 • • ••• •• •• • ,• • • • • • • • • • • • • ••• • • •• •• • • • • • • • ••• • • • • • • •'. • • •• • • • • ••• Florida Building Code Edition 2002 High Velocity jirric_aite Zonpat nifwrp Perrplt/4eation Form. • • • • • • • • • •• Sgctiorx C•ILow. tiaped hoof System) Fill in Specific Roof Assembly Components.. Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer • • • • • • • �taoijment (If a component is not used, identify as • • • ; • • • • ; • • ••• • • • ••• •• ••• • • • • • ••• •• • • • • • • • • 1•• • Florkli • • • • • • • • Bufiding bode Editleon 2002 • High Velocity Hurricane Zone Uniform Permit Application Form. • • • ••• • ••• Section D 8144e51.Roioi Oystern) Roof System Nlanufacturer,*a/1. :9;66 •61114,Y4V1 11410/3/V/042- 4 . . . . : : : : : : ,:,- 1, - f Notice of Acceptance Num1r: • .4° .0660 .0v- . l Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 417/ P2: 7e7V. P3: CI CI Maximum Design Pressure OC - (From the NOA Specific System): 17 Method of tile attachment: Ali) Aie--/cie__. Roof Slope: 12 Steep Sloped Roof System Description, Deck Type: ype Und ayment: nsulatlon: O _Juyp Fire Barrier: Aji/e astener T pe & Spacing: Ridge Ventilation? P P dhesive Type: ROPes-r or-e ype Cap Sheet: Mean Roof Height: /7 oof Covering: Type & Size Drip dge: --)001 oc 5/03 PAGE 4 FROM :ZION TILE M I A M.K•17ADe • • ••. • • • • • • • • • e • FAX NO. :305 252 9116 ••• • • •• ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • ••• IIUiLDiNC CODE COMIrLIANCE•, O3 Flc2 (It'CCO •. l'RODUC"CCONTitOL DIVISION •:• •:• ••• • •• • • • • • • • • ••• • •• • • • • Feb. 17 2004 10:22AM P1 MIAMI-DADE COUNTY, FL.ORIEA . METRO -t)ADE FLAMER t3UILDU' G 140 WEST FLAGLER s'rREE1 SUITE 1611:i ' • MIAMI, FLORIDA 33130 -151i3 (3035)375.2x01 FAX (305)375-291)S NOTICE OF ACCEPTANCE (j''O.A) • •• ••• •• Z,lon Tile Corporation • • ••• • • • • • •• • • • • • • • 13450 SW 126th Street • • • • • • • • ••• • • Mhuni, Florida 33 i86 Scort.: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. • Tlto documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted . by the Board of Rules and Appeals (13ORA) to be used in Miami Dade County and other areas where allowed by • the Authority I having Jurisdiction (AUJ). . This NOA shalt not be valid after the expiration date stated below. Tho Miami-Dade County Product Control Division (in Miami Dade County) and/or the A1-I1 (in areas other titan Miami Dadc County) reserve the right to . have.thts product or material tested for quality assurance purposes. if this product or material fails to perform in Lhe occeplcd manner, the manufacturer will incur the expense of such tcsting`and the AM may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. IBORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County rroduct'Control.Division that this product or nu:terial fails to meet the requirements of the applicable building code._ • • This product is approved as described herein, and has been.dcsigncd ..10 con:ply'with the High Velocity 1Eurrican; Zane of the Florida Building Code. • DESCRIPTION: Alhambra Handmade Clay Tile, LAIIELINC: Each unit shall bear a permancnt'iabel..with tttc manufacturer's n: n or logo, city, state and following statement: "' Miami -Dade County Product Control Approved ", unless "otherwise noted herein. Ri r11 %YAL of infs. NOA shall he considered after a renewal appiication has been li W and there has been no trliangc in the applicable building code net atively affecting the perfonttancc of this Iirocivet. • TE1IIVIINATIO:N of this NOA will occur aRer the expiration date: or if there has bcen.i revision or change in the materials, use, and/or manufacture oldie product 'or process.. Misuse.of this NOS. as an endorsement of any product,•for.saics, advertising nr any other, purposes shall auioniatically tcrrninatr this NOA. Failure to comply with :any'section of this NOA shall be cause for termination and removal of Nei. ADVERTISEMENT: The NOA number preceded by the words. lvlianu- Lade. County,_ Florida, and followed by the expiration date nuty be displayed in advertising literature:.if any portion of the ..NOA is displayed, then it shall be dune in its entirety. INSPECTION: A•copy or this entire NOA shall .bc providcd.ty, the user by thc.manul'acturcr or•its distributors and, xh;til be ark. ihlble:.for inspection et the job site " request oche. auiiding tatfigin1 • • • This consists•atpitgcs .L •through 3: The submitted iioc:umontntion was reviewed by Frank Zu1oa ;a, ILRC NOA No,; 02- 0003.04 Expiration .Dater 07 /05107 A pp royal U:: lei 07/05/02 Page l or3 FROM :210N TILE FAX NO. :305 252 9116 • • ••• • • • ••• .. .. , • • • •• •• • • • • • • • • • ••• • • • • • • • • • • • ••• • • ., • ••• ROOFING ASSEMBLY AePPRO.Y1 W • .,. Category: :Rood; .: . • Sub - Category: Notarial: Roofing Tiles •• tThZy • •• ••. •• • • ••• • • • • •. • • • • • • •• • • Feb. 17 2004 10 : 22AM P2 1. SCOPE .••••.,•. This roofing system using "Two Piece Barrel Alhambra ", as manufactured by Zion Tilt: Corporation described in Section 2 of this Notice of Acceptance. For locations where the pressure: requirements, as determined by applicable Building Codc does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section !. herein. The attachment calculations shalt be done as an uplift based system. 2. • PRODUCT DESCRIPTION Mnnufnct:trOdi nt11icant "Alhambra Ti1e° Trim Pieces Dimensions 1 =18" w 81/ :" to 7'A" taper Y2" thick 1 varies w a varies varying thickness. Test Specifications ASTM C 1167 • ASTM C 1167 Product Description High profile, two- piece, clay roof tile. For direct deck adhesive set applications only. • Accessory trim, concrete roof pieces far use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. .2.1 Components or products manufactured by others Product Test Specifications• i?escrfnttcm See NOA Two component polyurethane. adhesive designed for . adhesive sat roof tile applications. • Product Roof Tile Adhesive ( "Polyprot AH 160 ") Dim mens iats N/A Manufacturer Polyfbam Products, Inc. with current NOS 3. LIMITATIONS 3.1 Fire classification is'not part of this acceptance.. 3.2 For mortar or adhesive sat tile applications, a static field uplift test shall be performed ii accordance with RAS 106. 3.3 `Applicant shall retain the .services of a Miami -Dade County Certified Laboratory t] perform.. quarterly test in accordance with TAS 112,' appendix 'A'. Such testing shall be ' ... submitted to thc`13uilding Code Compliance Ofticc for review: 3.4 Minimum undcrlaymcnts shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot plopped underlayment applications May be Installed perpendicular to the roc f slope unless stated otherwise by the underlaymcnt material manufacturers publishc'i literature. 3.6 This acceptance..is for wood deck applications. Minimum deck rcquircments shall be i:t compliance with applicable Building Code. . NOA No.: 02- 0603.0, Expiration Date: 07/11514 •1' Approval Date: 07 /05,0:. Page 2 of FROM :ZION TILE A. TESTS: Test Agcucy_ The Center for Applied Engineering` Inc, Testwell Craig Laboratories & Consultants Testwcll Craig Laboratories Lab #: AV -20 & Consultants •• • • . • ..FAX NO. :395,252 5 2 9116 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • • +•.. •• •• • • . • • • • • • • • •:. t IdtntitiS; • • • • • • • • • • Feb. 17 2004 10 : 22AM P3 ••• • :cst Nom/Revert • • 940150 -2•. • • • • • Static Uplift Testing • • ••••••• • PA. 101 • ••• • • • • •• • • • • • • • • • • • •• • • • •••. •• Lab #: AV -19 B. OThER. . Notice of Acceptance to mber 02- 0603.09 E •t : (Adhesive Set) Date 08/94 Physiccal Properties 09/95 • ASTM C 1167 Static Uplift Testing 02/96 PA 101 . (Mortar S4, FROM :Z10N TILE • e. •• •• •• • .• • • • • • • • • FAX NO. :305 252 9116 Feb. 17 2004 10 :23AiMI P4 • • - • • ••• • • • •• •• • • • • • • • • •.• • • • • • • • • • • • • • •.. • • ••• 4. INSTALLATION • 4.1.1 "Alhambra, Till" and its s nponents.sball be installed in strict compliance with Roofing t plicltio i Sta?dasd IiA d,. • • • ••• • • • • ••• ... • • • • 4.2 Data For Attachment Calculations •• • •• ••• •• • • • • • • • • • Tabia 1: A g; 0it W) an Dimensions i x ri - Tile Profile ..... • • Weight -W (ff1 •• •L+en th - i (feet] Width - w /feet) Two Piece Barrel 6.90 1,50 0,67 avg. Alhambra Tile Table 2_ Minimum Characteristic Resistance t.aad - F' (ibf) Tile • • Tile Attachment ' Profile •. •.A• •flcation Resistance Two Piece Barrel Alhambra Tile Adhesive Set Mortar Set 217.20 38.60 5. LABELING. Al( tiles shall bear..the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Protluct Control Approved ". 6. OUILDINC PERMIT REQUIREMENTS • 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance, . 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Pl oPILE DRAWING "ALIIAMBKA TILE" ' END OF THIS ACCEPTANCE NOA No.: 02- 0603.04 ' Expiration Date: 07/05/07 Approval Date: 07/05/02 Page 3nr3 • • ••• • •• • • • • • • • • •. • • • • ••• • M I A M IDADE • • • • • •• •• i • • • • ••• • • . • • • • • • BUILDING CODE COMPLIANCE Q4FICE OCCb,: PRODUCT C s.w "`° L DIVISI s ' ' : : ' • • • • • ••• •• • • NO '` CE OF ACCEPT Material Corporatio 361 Alps Road Wayne, NJ 07470 SCOP This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in NBami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). ••• • • • • ••• • ••• • • • • • • •• • • - • • • • . CE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • ••• • • •••• •. • • • • 1 • • • • • •' • • • • •• • • • • • ••• •• 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 determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. erein, and has been design the High Velocity Hurricane DES N: GAF Ruberoid ®. Modified Bitumen Roof System for LWC Decks. LABELING: Each unit s i • ear a pe en a • e wr a man acturer 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 renews NOA #02 -0605.04 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. A No: 03 -0501.03 iration Date: 11/06/08 Approval Date:10/23 /03 Page 1 of 32 • i ••• • • • • • • • • • • • • • •• ROOFING ASSEMBLY AP Category: Sub - Category: •• •• ••• • Deck Type: • • Maximum Design Pressure Fire Classification: • • • •• • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• PRO•VAt. • • ... • • • • • • • • • • • - • • • • • Rot g•t :: •: APIA /SBS' Modified Bitumen tigtttyvgigtltSuleti%g Concrete :•11.2. l :• •• gee 4enem1 /imitation #1 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product GAF Asphalt Concrete • Primer (MatrixTM 307 Primer) GAF Mineral Shield® Granules GAF WeatherCoat® Emulsion (MatrixTM Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (MatrixTM System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (MatrixTM Standard Wet/Dry Roof Cement 204) GAFGLAS #75® GAFGLAS #80 UltimaTM Base Sheet . GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® Flashing Dimensions 5, 55 gallons 60 ib. Bags 1001b. bags 5 gallons Test Product Specification Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (l meter) Wide 39.37" (1 meter) Wide various ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 ASTM D 3909 Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type W asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Asphalt coated glass fiber mat flashing sheet available in three sizes. NOA.No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 2 of 32 Product • RUBEROID TORCH Smooth RUBEROID TORCH Granule • ••• • •• •• • • _ • • • i • • • • • • • • ••• • • • • ••• •• •• • • . • • • u • • • A • • ••• ) imen0 ions.. •: 32.37; deter) Wsde•: ••• ••• • • Test Specifica..tion •ACZYtp 6222 A11VI•D:5147 Product Description Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. 39.37" (10 meter) ASTM D 6222 Heavy duty, polyester'reinforced, asphalt ••• ; • • �S D 5147 modified bitumen membrane, granule • surface. • • • • • •• • • RUBEROID TORCH PLUS 39737" (f meter) Xstei D 6222 Wide ASTM D 5147 RUBEROID TORCH FR 39.37" (1 meter) ASTM D 6222 ASTM D 5147 Wide RUBEROID 170FR 39.37" (1 meter) TORCH Wide Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Roofing Asphalt 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide RUBEROID MOD Asphalt, Asphalt & Asphalt P TopCoat® Surface Seal SB (Matrix 602 SB Coating) 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons 5 gallons 1001b. cartons, bulk 601b. kegs 5 gallons ASTM D 6222 ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen-membrane, granule surface. ASTM D 6163 SBS modified asphalt base sheet ASTM D 5147 reinforce with a glass fiber mat. ASTM D 6163 Non woven fiberglass mat coated with ASTM D 5147 polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules.i Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. PA 100(A) One -way valve vent used to relieve built - ASTM D 1929 up pressure within the roof system. ASTM D 635 GAF Vent Stacks are available in metal or plastic. None Mineral colloidal bituminous emulsion with reflective aluminum flakes' ASTM D2824, Non - fibered. Aluminum pigmented, Type I asphalt roof coating ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D312, Types l,II, III and IV Interply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page4of32 Product GAF WeatherCote® MB-I- (Matrix 715 MB Coating) TopCoat MB+ (Matrix 715 • • MB Coating) WeatherCoteTM (Matrix • 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC • • ••• •• •• • • • • • • • • • • • • • ••• • • • • ••• • • • IN • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • • • ••• Test •Dimewiopk• •: 5•gildns •• • •••• ••• • • • •• Matrix 101 System Pro SBS Adhesive (Ruberoid ®MB) Matrix 201:SystemPro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid (10MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive • • 5.g1on:. •••••• • 5 gall ®n• • • • 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5. gallons APPROVED INSULATIONS: Product Name 5 gallons 5 gallons 5 gallons 5 gallons GAFTEMP Isotherm R, RA, RN & EnergyGuard RA GAFTEMP® Composite, Composite RA &RN (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permalite GAFTEMP GAFCANTTM Suecifiicction ••• • • • •• • • • ••• •• • • • • ••• •• ASTM D3019 ASTM D3019 Product Description Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. • Cold Applied Modified SEBS Asphalt Adhesive Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. ASTM D3019 • Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement Caulk Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. ASTM D4586 ASTM D4586 ASTM D4586 ASTM D3019 ASTM D 2824 ASTM D2824, Type I ASTM D 3019 Type III Non-fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive TABLE 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation with high density fiberboard or P ermalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 5 of 32 • • ••• •• • • • • • • • • • • • • • • • •. • APPROVED INSULATIONS: • • • • ••• • • •• •• • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • •• • •• • • • • • Product Nami • ••• ••• • ••• • • • TIBLE� • • • • • • • • • •• .: Pr &dud Description • • • GAFTEMP Permalite Recover Board Perlite recover board •• • • • •• ••• •• GAFTEMP GAFEDGETml.P4pirtil ; Tayelectperlittboard Edge Strip •••••••• • •• • • • • • • • • ••• •• (BMCA) GAFTEMP® High Density High density wood fiberboard insulation. Fiberboard BMCA EnergyGuard, RA Polyisocyniurate foam insulation BMCA Composite EnergyGnard, RA Polyisocynurate /wood fiberboard or perlite composite PYROX Polyisocyanurate foam insulation ACFoam I, II Polyisocyanurate foam insulation ISO 95+ Polyisocyanurate foam insulation ISO 95+ Composite Wood Fiber High Density Wood Fiberboard Perlite Insulation Dens Deck E'NRGY -2, Plus, UltraGard Gold, PSI-25 FiberGlass Roof Insulation ISORoc Structodek Paroc Base Board Paroc Cap Board Multi-Max, FA APPROVED FASTENERS: Fastener Number Product Name Polyisocyanurate/perlite ridged insulation Wood fiber insulation board Wood fiber insulation board Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation Glass fiber/Mineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Rockwool insulation Polyisocyanurate foam insulation TABLE 3 Product Description Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. BMCA BMCA Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. generic generic generic G P Gypsum Corp. Johns Manville Johns Manville Johns Manville Masonite. Partek, Inc. Rmax, Inc. Manufacturer Dimensions (With Current NOA) NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 6 of 32 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. • • •• •• Product; • • Dame••• • • • • • • • • • • • • • • • .•• •• • • • • •• • • • • • • • • • • • ••• T•ABIX•3 ••• •••.• l'CocluCt Description GAFTITE® (NW- Tea ®). Insulation fastener for #12 Standard & i4 sieiek groocf Bra concrete Duty Roofing Vagtenee es` acts :. • •• • GAFTITE® (Drill-Tec®) Pre - assembled GAF "iT1'E ASAP Fasteners and metal and GAFT1TE® (Drill -Tec ®) CR Base Sheet Fastener and Plate Galvalume Plates (Drill - Tec® Metal) Polypropylene Plates (Drfil Tec® Plastic) NTB Fasteners plastic plates. Base sheet fastening 'assembly. Round galvalume stress plates. Round polypropylene stress plates. Fastener for use in gypsum, tectum and lightweight insulating concrete decks. 7. FM -30, PM-60, FM -90 Base ply fastening Fasteners and Twin -Loc systems for lightweight — ,concrete decks. ympic CR Base Sheet B : sheet fastening Fastener and Plate ssembly. F+ VIDENCE.SUBMITTED: Test Agency/Identifier Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Factory Mutual Research Corp. Independent Roof Testing & Consulting of South Florida Exterior Research & Design, LLC Underwriters Laboratories, Inc. Name Current Insulation Attachment Requirements FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 . FMRC 4470 - PA 114 FMRC 4470 - PA 114 FMRC 4470 - PA 114 PA 114, Appendix "J" PA114 Fire Resistance Classification UL 790 - PA 114 Manufacturer Dimensions (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 x /a" GAF Materials Corp. 3" and 31/2" GAF Materials Corp. GAF Materials Corp. ES Products, Inc. Olympic Manufacturing Group, Inc. Report Date FMRC 1996 01.01.96 J.L ODOA8.AM 07.09.97 JS 2B8A4.AM 07.02.97 J.I.3005640 11.09.00 J.L 3006845 10.17.00 J.L 3005175 05.23.00 1.1. 3005177 05.19.00 1.1. 3007500 ' 06.15.00 IL 3008178 12.27.00 IRT Reference 03.30.00 No.00001, No.00002 #4483.04.97-1 06-06 -97 R1306, 00NK07638 07.17.00 NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 7 of 32 • • ••• • • • ••• •• •• • • • • • •. •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• Test Agencylldentifier Name Report Date Exterior Research & Dnign' :Lc ; . •4fi74.1:.Q1 -1 • • •••• •••• • • •• ••• •• • • • • • • • • • • • • • • • ••• • • TAS 114 11.21.01 NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23/03 Page8of32 • • ••• • • •• ••• •• •• • .• • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • ••• • ••• Membrane Type: SDS -pot Asphajt•.Q.pplie or, cpld Applied Matrix Adhesive •• •• • • • • • • Deck Type: LightvieiginCon erete,Noniirisu ated (See System Limitation) Deck Description: Cellular or aggregate lightweight concrete System Type E(1): Bas! %hkef ntee4iaiiiGalZ.l.'atta hed. d System j itatiott5 i li may • • Install one ply of GAFGLAS® #75 B Sheet, GAFGLAS Strataven mechanically fastened as des S #80 UltimaTM Base UBEROID 20 Fastening Options: GAFTITE (Drill-Tec) assembled LID base ply fasteners, FM -90 fasteners, FM -60 fasteners with FM -30 disks or Olympic CR Base Felt Fasteners at a fastener spacing of 9" o.c. at the 2" wide sidelaps and 9" o.c. in two equally spaced rows in the field of the base sheet. (Maximum Design Pressure - 45psf, See General Limitation #7) GAFTITE (Drill Tec) assembled CfD base ply fasteners, FM-90 fasteners, FM -60 fasteners with FM -30 disks or Olympic CR Base Felt Fasteners at a fastener spacing of 12" o.c. at the 2" wide sidelaps and 9" o.c. in three equally spaced rows in the field of the base sheet. (Maximum Design Pressure - 45psf, See General Limitation #7) ES Products Twin Loc -Nail at a fastener spacing of 9" o.c. at the 4" wide sidelaps and 9" o.c. in two equally spaced rows in the field of the base sheet. (Maximum Design Pressure -60, See General Limitation #7) • '� / Ply Sheet Membrane: teners, FM-60 lth (Drill -Ted) : ssembled CID base ply fasteners, FM- M . fasteners with FM -30 disks or Olympic CR Base Felt Fasteners at a. fas . spacing of 7.5" o.c: at the 3" wide sidelaps and 7.5" o.c. in two equally spac rows in the field of the base "sheet. Maximum Design Pressure - 7Spsf, See General Limitation #7) (Optional) one or more plie ' uberoid 2A...FGAFGLAS ® PLY 4®, GAFGLAS FlexPly 6 ply sheet adhered rn` " upping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Matrix 101 Pro SBS Adhesive or Matrix 102 Select SBS Adhesive at 1 to 2 gal./sq. One or more plies of Ruberoid MOP Smooth, Ruberoid® Mop 170 FR, Ru l;, _ •'. R .�? - . A- '..,Granule, Ruberoid 20, Ruberoid® Mop Plus Granule, uberoid® 30 FR or Ruberoid® Mop FR or ( Ruberoid SBS adhered in hot asphalt only) adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with Matrix 101 Pro SBS Adhesive or Matrix 102 Select SBS Adhesive at 1 to 2 gal./sq. NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 21 of 32 Surfacing: • • ••• • • • ••• •• •• • • • •• •• • • • • • •,• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• (Optional, required if Ruberoid MOP Smooth or Install one of the following; • • • •• •• • • • • • • • • • • • • • • • •• 1.: Gravel on �1ag.a pliechal4001b. /sq. and 300 of approved asphalt at 60 Ruberoid 20 is top membrane) lb./sq. respectively in a flood coat 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an '4;11441 rati Qf r�i 'lb!/ q. ± 15%. 3. GM Wdattete a MB-g (Matrix 715 MB Coating), Applied at 1 to 1.5 •gal.isq: • • • ••• •• 4. Top Coat® Surface Seal SB (Matrix 602 SB Coating), Applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options Above NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10/23 /03 Page 22 of 32 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• LIGIrrWEIGHT INSULATING CONCRETE SYSTEM LIMITATIONS: • • • ••• • • ••• •• •• •• • ••• mechanical atta4hme at to it:Ida:I.:di& through the lightweight insulating concrete is proposed, a field dvithdratlal registatte testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Testing Application Standard TAS 105 and RoofnarApprcitipnVtanttrdoltAS 117, calculations shall be signed and sealed by a Florida registered.Pro rssnoadE.igi eer Kegistered Architect, or Registered Roof Consultant. 2. For steel deck application $ihete speei tleek construction is not referenced: The deck shall be a minimum 22 gage attached with 5/8" puddle welds with weld washers at every flute with maximum deck spans of 5 ft. o.c. 3. For systems where specific lightweight insulating concrete is not referenced, the minimum design mix shall be a minimum of 250 psi. NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 31 of 32 • • 000 • • • 000 00 00 • • • 160 •• • • • • • • • • • • 0 • • • 4100 • • • • • • • • • • • • • ••• • .• • • 0•61 GENERAL LmnTA 0113: • • . • •: • • • 0 • • • • • • • • •• 1. Fire classification ig itot kart ck, tig iaccep 1c ,• fifer to a current Approved Roofing Materials • Directory for fire ratings of this product. 2. Insulation may be instatlid.in multiple laye rs. The first layer shall be attached in compliance with Product Control Approval Qi i iuc s; . 1l:gtTier Pyers shall be adhered in a full mopping of approved asphalt applie.•ct 4tl in th'e hSt/� Lange aid at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of tiie top layer 3.. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsfsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum. design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. • 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10 All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No: 03- 0501.03 Expiration Date: 11/06/08 Approval Date:10 /23/03 Page 32 of 32 2005 ROOFING MATERIALS AND SYSTEMS DIRECTORY— • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ROOF COVERING MATERIAL% MOT). • • • • • Roofing Systems (TGFU)- Continued • • • •••• O. :peck: eck: NC In ne: TV, • • • ;:Insulation (Optional): Polyisocyanurate,� perlir or gisss fi er, :any thickness. ••• • • • • • Base Sheet One ply Zype G2, mechanically fastened or hot mopped. . Ply Sheet (Optional): One or more plies Type Gl or G2, hot mopped. Membrane "Ruberoid Torch Granule 1 " ".(titbd ,iel biRline�» jiet�t• fused • ••• • • • • •• 41. Deck NC Incline: !� • • • • • • • Insulation ,(Optional): Any UL Classified S+Tsula?ioR exd it EPS,•anfr• thickness, mechanically fastened. Base Sheet Type G1 or G2, mechanically fastened or hot mopped. Membrane "Ruberiod®UltraCJadTM" (modified bitumen), Torched. 42. Deck: 15/32 `' Incline: Unlimited , Base Sheet One or more plies Type G2, mechanically fastened. Ply Sheet . Type Gi or G2, mechanically fastened or hot mopped. Membrane: " Ruberiod® UltraCladTm" (modified bitumen), Torched. 43. Deck: NC ::: Incline: 1/2 , . Base Sheet One or more layers "GAFG Glass # 75", Type Gi or G2, hot ' mopped or mechanically fastened. Membrane:. "Ruberoid Mop Granule ", hot mopped in place. 44.; Deck: NC, . Incline: 1 /2 Insulation (Optional): One or more layers perlite, glass fiber, isocya- nurate, perlite /isocyanurate composite, perlite /isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate.composite, phe- nolic, any thickness. Base Sheet One or more layers Type Gl or G2, hot mopped or mechanically fastened. • Ply. Sheet (Optional): One or more layers Type G1, hot mopped or .mechanically fastened. ,.. . .f Membrane:, One or more layers " Ruberiod Mop Smooth ". Surfacingt,.."Weathercote Low VOC" or "Gray MB Plus", 2 gal /sq. Deck NC Incline: 1/2 i ;,Insulat4on• (Optional):. One or more layers perlite, glass fiber, isocya- nurate, perlite / isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, any thickness. Base Sheet Type G2, mechanically fastened or hot mopped. Ply Sheet (Optional): Type G1, hot mopped. Membrane: " Ruberoid Mop 170 FR" (modified bitumen), hot mopped. Surfacing: "Weathercote Low VOC" or "Gray MB Plus', 2 gal /sq. 46. Deck: NC Incline: 1 Insulation (Optional): One or more layers perlite, glass fiber, isocya- tr:.,. +nurate, perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, any thickness. Base Sheet Type G2, mechanically fastened or hot mopped. ;Ply, Sheet (Optional): Type G1, hot mopped. Membrane ! Ruberoid Mop 170 FR" (modified bitumen), hot mopped. Surfacing:. "Weathercote ", 2 gal /sq. 47, Deck: NC Incline: 1/2 • Insulation (Optional): One or more layers perlite, glass fiber, isocya- nurate, perlite / isocyanurate composite, perlite /urethane composite, wood fiber /isocyanurate composite, any thickness. Base Sheet Type G2, mechanically fastened Ply Sheet Type G2, adhered with "Matrix 102", 2 gal /sq. Membrane: ' Ruberoid Mop 170 FR" (modified bitumen), adhered with "Matrix 102", 2 gal /sq. 48. Deck C -15/32 incline: 1/2 ,Insulation (Optional):. One or more layers perlite, glass fiber, isocya- • nurate, perlite/isocyanurate composite, perlite /urethane . composite, ,wood fiber /isocyanurate composite, any thickness. Base Sheet Type G2, mechanically fastened. Ply Sheet ,Type G2, adhered with "Matrix 102 ", 2 gal /sq. Membrane " Ruberoid Mop 170 FR" (modified bitumen), adhered with "Matrix 102 ", 2 gal /sq. 48. Deck C- 15/32 Incline: 1/2 ::Insulation (Optional): One or more layers perlite, glass fibe>; isocya^ nurate,• perlite /isocyanurate composite, perlite /urethane composite, wood fiber / isocyanurate composite, any thickness. Base Sheet Type G2, mechanically fastened. Ply Sheet: Type G2, adhered with "Matrix 102", 2 gal /sq. Membrane: " Ruberoid Mop .170 FR" (modified bitumen), adhered with ''"Matrix 102", 2 gal /sq. 49,1, ,,Deck C -15/32 • Incline: 1/2 'Base Sheet: One or more layers "GAFGLAS #75", mopped or mechanically fastened. ,,.: • • • • ••• ROOF COVERING MATERIALS (TEVT) 'y"sretns (oz tr u • • • ,,Ply Sheet (Optional): One or more layers "Ruberoid 20", hot coo • : echanically attached,. • • k 4 eidi ,riot mopped in place. 50. Deck: NC Incline: 1 • • .;L. Insulation (Optional): One or more layers perlite, glass fiber,;' • • • nurate, perlite /isocyanurate composite,, perlite /urethane co, • wood fiber /isocyanurate composite, phenolic, any thickness..,, Base Sheet One or more layers Type G1 or G2, mechanically, Ply Sheet Two or more Layers Type G1, "GAFGLAS Flelcply_ adhered with "Matrix 103" adhesive, 2 gal /sq. Surfacing: No. 11 mineral granules adhered with "Matrix 103" sive, 2 gal /sq. ' "' 51. Deck: NC Incline: 1/2, Insulation (Optional): Wood fiber, glass fiber or perlite, i/2 thickness over any UL Classified insulation, any combinati thickness. ;{!fir., ....m o ase Sh t1 Iembri urfacin sting. cic C -1 ulatk lite, in yers Ty 11lembra+ itiimen), yrfacinF Shield Fit do NC w.,.> tim Mechanic ;She ig as bran •• Base Sheet One or more layers "Liberty MA Base Sheer, m fastened. Cap Sheet One layer "Liberty Cap Sheet FR", self adhered._ 52. Deck: C -15/32 Indine:1 /2 Base Sheet Type G2 " GARGLAS #75" base sheet, mechanically, Base Sheet One or ore layers "Liberty MA Base Sheet ", m fastened. Cap Sheet "Liberty Cap Sheet FR ", self adhered. Class B - Fully. Adhered 1. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or. more layers perlite, wood. fiber, isocyanurate, urethane, perlite /isocyanurate composi urethane composite, wood fiber /isocyanurate composite, p thickness. Base Sheet Two or more layers GAF Type Gl, G2 or G3 base: mopped or mechanically fastened in place. Membrane: One or more layers " Ruberoid Torch" (Smooth.or• "Ruberoid Torch Granule Plus "Ruberoid Mop" (Smooth or " Ruberoid Mop Plus Granule ". Surfacing: Karnak No. 97 applied at nom 1 -1/2 gal /sq. ;u�t 2. Deck: C -15/32 �• Incline: 1/2 Insulation (Optional): One or more layers perlite, wood, fiber, isocyanurate,, urethane, perlite / isocyanurate compos urethane composite,., wood fiber /isocyanurate composite, p thickness. Base Sheet One or more layers Type G2 or G3. Ply Sheet (Optional): One or more layers Type Gl. Membrane: One or more layers " Ruberoid Torch" (Smooth,. "Ruberoid Torch Granule Plus", " Ruberoid Mop" (Smooth G, " Ruberoid Mop Plus Granule ". Surfacing. Karnak "No. 97" applied at nom 1 -1/2 - 3 gal(, 3. Deck: NC Incline: 1 Insulation (Optional): Perlite, wood fiber, glass fiber or:' urethane board, 2 in. max, mechanically fastened or adhegli • roofing asphalt. , B • •, She . T G2 or intec. ed or aciti id To fuseck Surfacing: Henry "Dura-White", "Endure White Elastomen ine or "Pro-Grade White Flastomeric Roof Coating", 3 Base Sheet Two layers Type G2, nailed or adhered wi asphalL Membrane: "Ruberoid Torch Granule 1" (modified; 0: cing rC:15, ulation urate, ase Sheet .,Sheet ebrane c -15/ lion ?nedhe Sheet g'aspl heet (+ ��?ly,ti brine: C15/3 ,,beet" rare: C -15/3. ,lion' (t ,perk fiber /i Sheet hcet « or h, roih /32 eel et: /32 C Surfacing: Karnak Chemical "Karnak No. 97 • Fibrg Asphalt Roof Coating", 1 -1/2 gal/sq. 5. Deck NC Inc ine: l /2,•:.l Insulation (Optional): •Glass .fiber,. perlite, wood• mechanically fastened or adhered. with hot rooffng.asp Base Sheet Type.;G2, mechanically; fastened or; a roofmg asphalt. Membrane: " Ruberoid Torch. Granule 1" (modifiedlbr fused. r3r.` Surfacing: Henry "No. 523 Fibered Aluminum" at;1 to,32 GEO Industries "No. 923 Fibered Aluminum" at 1.49,-2: 6. Deck: C- 15/32. •, Incline: 1 /4g,... n opdfit Opti W"Or orcla op "m, Can LOOK FOR THE UL MARK ON PRODUCT • LIGHI1NEIGHT INSULATING C JNCI ETE . THREE (3) PLY WS POT MOPPED SYSTEM f, 2° Min Side lap Lightweight Insulating Concrete Deck Steep Asphalt ASTM Type 111 or IV 4' Min SidelLap STRATAVENT® Eliminator"' Reliable Base Sheet RUBEROID® 20 RUBER010® Surfacing, Membrane If app 'cable GAF MATERIALS CORPORATION GENERAL Safety: Refer to Section 1.06. DO NOT BEGIN INSTALLATION UNTIL THIS INFORMATION IS READ, UNDERSTOOD AND IMPLEMENTED. MATERIALS Material Requirements per 100 sq. ft.: Base Sheet 1 ply Interply 1 ply Membrane 1 ply Asphalt (per ply) 25 lbs. (1.22 kg /m2) Surfacing (if applicable) 10 YEAR DIAMOND PLEDGE AND SYSTEM PLEDGE GUARANTEES BOTTOM SHEET SPEC# ATTACHMENT BASE SHEET INTERPLY CAP N -1 -2 -20/30 FASTENER STRATAVENT® NAILABLE RUBEROIP 20 RUBEROID° 30 N -1 -2 -20/30 FR FASTENER STRATAVENT NAILABLE RUBEROID 20 RUBEROID 30 FR 15 YEAR DIAMOND PLEDGE BOTTOM SHEET SPEC# ATTACHMENT N- 1- 2 -20/MG FASTENER \ N- 1- 2- 20/MGFR FASTENER N- 1- 2- 20/MSG FASTENER 20YEAR DIAMOND PLEDGE BOTTOM SHEET SPEC# ATTACHMENT N- 1- 2- 20/MGP FASTENER N- 1- 2- 20/MGPFR FASTENER AND SYSTEM PLEDGE BASE SHEET STRATAVENT NAILABLE STRATAVENT NAILABLE STRATAVENT NAILABLE GUARANTEES INTERPLY RUBEROID 20 RUBEROID 20 RUBEROID 20 SURFACING CAP MOP GRANULE MOP170 FR. MOP SMOOTH • GRAVEL AND SYSTEM PLEDGE GUARANTEES BASE SHEET STRATAVENT NAILABLE STRATAVENT NAILABLE INTERPLY RUBEROID 20 RUBEROID 20 SBS Hot Mopped Roofing Systems 119 CAP MOP GRANULE PLUS MOP FR #i35k7 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305 - 795 -2204 Building Inspection Request Date \`\Lk Type Insp'n q Permit No. � -O t U! Name L Address Ck a 14 wq' Company 494, Phone # 15 %/y° ‘NO Inspection Date \``12-`15 Correction Re- Insp'n Fee c9 by ° Q ° CS ya 0. 0. r> o 0 o v P0 0 0Q o c: 0 0 0 0 O 0 m 40 SP 0 cx o ° O o @ 0 0 0 0 0 © 0 0 0 0 .c.... ® ®e 0 O c> 0 Q 0 CP ii 0 0. 0 CP CO CO CO d Q CA O O a a 0 0 0 a 0 0 Or 0 0 Cy ey 4 o .r, o 0 ® 0 ®° v o ® o o a d 0 a 0 0 0 0 0 m 0 0 0 0 0 0 0 0 0 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO 0 0 0 0 m 0 0 0 0 0 0 n p O :a ° 0. 0 0 0 0 0 0 qy 0 0 0 0 0 0 0 0 0 Q p 0 K s a 0 w . O � 410 ♦f. 0. 0.p R'a 0 0 0. O e 0 c.-w 0 f'-t. 0 0 0 0. 0 0 0 0 0 +� 0 0 0 Q to E1 0 t' CJ� p 0 0 ® T� 0 0 t} 0 P .CA O 0. 0 0 O d 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 O 0 O C, O 0 0 Q Ai Q O 4 O CP d ci O CP CO O CP CO CV CV a p O C Q O Q ASP ® ¢ .. ■ifflo Cs. ® 0 0 o b 0 0 CP CP 0 O A 4 CP CP 0 0 O 4 Ca O Q 0 Q► O 0 tiles 4 0 CP Clo Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/28/2005 Inspector: Grande, Claudio Owner: LLC, MSVC Job Address: 9450 2 Street NE Miami Shores Village, FL 33138- Project: MSVC Block: Contractor: CODA ROOFING, INC Permit Type: Imported Permit Inspection Type: Wire Lathe Work Classification: Roof - New Phone Number Parcel Number 1132060132780 Lot: Phone: 305 -681 -1060 Building Department Comments 9450 NE 2 AVE it1( Passed Inspector Comments Gj /AZ 47-61 C(4446(412 Ste-le AI 66n, b"'` (ri Failed_ Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, December 27, 2005 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/27/2006 Inspector: Grande, Claudio Owner: LLC, MSVC Job Address: 9450 2 Street NE Miami Shores Village, FL 33138- Project: MSVC Block: Contractor: CODA ROOFING, INC Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (786)344 -8124 Parcel Number 1132060132780 Lot: Phone: 305 -681 -1060 Building Department Comments ktP 1D9P Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($ ?5) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, January 26, 2006 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon - : (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/30/2006 Inspector: Grande, Claudio Owner: LLC, MSVC Job Address: 9450 2 Avenue NE Miami Shores Village, FL 33138- Project: MSVC Block: Contractor: CODA ROOFING, INC Permit Type: Imported Permit Inspection Type: Final Roof Work Classification: Roof - New Phone Number (786)344 -8124 Parcel Number 1132060132780 Lot: Phone: 305 -681 -1060 Building Department Comments rairitiL-tr-e--144-/k 44_6"i. e- 4)-i°'''''i4 -7. �t `t-- '- 4 *42-* 4/...... .cam 6 Passed k] Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, March 29, 2006 Page 2 of 2 C.I.V.I•L EN•GI•N•EER LG ENGINEERING SERVICES, INC. Consulting Engineers 2020 Northwest 7th Street Miami, Florida 33125 Tel: (305) 649 -6454 March 8, 2006 Fax: (305) 541 -3298 b, . .. 4678 East 10 Lane Hialeah, Florida Project: Dear Sirs; TILE UPLIFT TEST Existing Building 9450 Northeast 2 Avenue Miami, Florida Information provided by client: Permit Number: BP2005 -724 Date Completion: March 3, 2006 Roofing Contractor: Coda Roofing, Inc. LG Engineering Services, Inc. Project Number: LGO6 -0849 (Testing Laboratory Certificate #00- 0224.07) In accordance with your request and authorization, a representative of LG Engineering Services, inc. completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofmg Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. ' The type of tile used for this project was reported to be Barrel Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examine for loose tile. More than 10% of the roof tile located m the field area and more than 20% of the roof tile at the roof perimeter and corner were physically examined. LG Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; LG Engineering Services, Inc. ✓ oh mad Sonny Salleh, P.E. Project Manager TILE UPLF r TEST Existing Building 9450 Northeast 2 Avenue Miami, Florida Report of TILE UPLIFT TEST for Existing Building 9450 Northeast 2 Avenue Miami, Florida Project Number: LG06 -0849 Numbe 1 35 Pass 35 Pass 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG06 -0849, Page 1 est N Scat 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass LG Engineering Services, Inc. — Tile Uplift Test Result -- Project Number: LG06 -0849, Page 2 NOM + + + ++ + ++ + + + ++ + + + + + ++ + + + ++ + ++ + + + + ++ + + + + + + + AppRox. ROOF ft51' ILOCA11ON5 AMP 17lM NSIONs Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/25/2006 Inspector: Grande, Claudio Owner: LLC, MSVC Job Address: 9450 2 Street NE Miami Shores Village, FL 33138- Project: MSVC Contractor: CODA ROOFING, INC Block: Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (786)344 -8124 Parcel Number 1132060132780 Lot: Phone: 305 -681 -1060 Building Department Comments Passed Failed !/6 Correction Needed Re- Inspectin Fee ($75) No Additional Inspectiocan be scheduled until re- inspection fee is paic Inspector Comments rae ,u,se 7z-wit---q..) 19D87 4 Tuesday, January 24,16 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 .E. 2nd Avenue Miami Shores, FL Ph . e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/31/2006 Inspector: Grande, Claudio Owner: LLC, MSVC Job Address: 9450 2 Street NE Miami Shores Village, FL 33138- Project MSVC Block: Contractor: CODA ROOFING, INC Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (786)344 -8124 Parcel Number 1132060132780 Lot: Phone: 305 -681 -1060 Building Department Comments Monday, January 30, 2006 Page 1 of 2 Passed Inspector Comments 6-4-e5 i Aac..1) . Z------" ' (11, S-4, Failed � A Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, January 30, 2006 Page 1 of 2 Miami Shores Village Building Department ialt-e/x9 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 7K 2 _ 6' 4— Tel: (305) 795.2204 Fax: (305) 756.8972 �5 BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Permit No. BPO5 -114 star Permit No. 61— -- /°/ v,3 3 Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) /1115 \/c. LL C'_ Phone # 'P.'%— 72 S ° `%' _ % Owner's Address City P`!c /iYLJo c J State t_ Tenant/Lessee Name -- Job Address (where the work is being done) Zip 33I `z s Phone # 9'59— 9— j' 's Ws. Z ' 2 5r6-o AVE 7-& City Miami Shores Villa _e County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name CCJ ©A Contractor's Address (..4.7F 6 /o City la /Oct State Qualifier 6.)� /p'®7 /3 0 arq (� OC f %/l/6 Phone # "d.f - ��i' /— /0 6'C 4/u Zip s0/ State Certificate or Registration No. ® 606 Certificate of Competency No. q c'a 5C7 Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit 3 S OdC Square Footage Of Work: /(.6)l 000 Type of Work: ❑Addition ['Alteration Describe Work: 7kcao ❑ Repair/Replace ❑ Demolition * * * * * *, ** * ** ** **** **** * Fees ** * * * *** ** * * * * * * * * ** * ** ** * * ** Submittal Fee $ Permit Fee $ (Q Z 61 CCF $ Z 1 '00 CO /CC Notary $ Training/Education Fee $ - CO Technology Fee $ Scanning $ 30,00 Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ 8 . 4 0 (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State / Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subje • attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspectii which .occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will n b appro g ' nd a reinspection fee will be charged Signature Owner or MVOQ, !_ 4• p/ Contractor The foregoing instrument was acknowledged before me this l6 The foregoing fiistrument was acknowledged before me this 1 6111 day of , 20e257, by , day of , 20 p.57-by Signature who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Schafer .who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: as identification and who did take an oath. My Commission Expires: ie My Commission axecnin My Commission Expire MY Commission DD2eol81 A *************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: l �f' 0�/ Plans Examiner Engineer Zoning chc 05/13/03 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL P e: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/08/2005 Inspector: Grande, Claudio Owner: Job Address: 9450 2 Street NE Miami Shores Village, FL 33138- Project: MSVC Block: Contractor: CODA ROOFING, INC Permit Type: Imported Permit Inspection Type: Hot Mop Work Classification: Roof - New Phone Number 954- 925 -9292 Parcel Number 1132060132780 Lot: Phone: 305 -681 -1060 Building Department Comments MSVC PIC ARE ATTACHED V l Passed lk-' Inspector Comments p v Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Thursday, December 8, 2005 Page 2 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL P a • ne: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 12/09/2005 Inspector: Grande, Claudio Owner: Job Address: 9450 2 Street NE Miami Shores Village, FL 33138- Project: MSVC Contractor. CODA ROOFING, INC Permit Type: Imported Permit Inspection Type: Tin Cap Work Classification: Roof - New Phone Number 954- 925 -9292 Parcel Number 1132060132780 Block: Lot: Phone: 305 -681 -1060 Building Department Comments FOR SLOPE AREA Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Infractlo Passed Comments TIN CAP SPACEING False Inspector Comments s C/ 7:f-4:As /6—? Friday, December 9, 2005 Page 2 of 2 41. or. • • • 1 A A 1 1 • • e o 0 $ 1 0 1 e 0 .00 4111, so• 00+ 40 00 40 0 0 9 0 • 0 9 'at 0 vie 0 0 fit LAS- . @PO4 -/433 aPo • $ s- ti i CYI e 'a? Inspection Worksheet Miami Shores Village 10050 N.E. . d Avenue Miami Shores, FL Phone', 05)795 -2204 Fax: (305)756 -8972 Ney -2e4 25540Y 7- l 70 Inspection Date: 02/01/2006 Inspector: Desharnis, George Owner: LLC, MSVC Job Address: 9450 2 Sliest NE Miami Shores Village, FL 33138- Project: MSVC Block: Contractor: CODA ROOFING, INC Permit Type: I - • _-ermit Inspection Type: ( Ile In Progress Work Classification: Roof - New Phone Number (786)344 -8124 Parcel Number 1132060132780 Lot: Phone: 305 -681 -1060 Building Department Comments Tuesday, January 31, 2006 Page 1 of 2 re 5 Passed Inspector Comments ‘3 g a c) o I c) g r� f\O a ° „ci A/o , a � o /c A A te pr® (1/4_,,,,jht c_e41( !- It( c(c.' F--- C t f--- ,,, *- 2- — ° C” Failed ----r ... r?ecz / 1 k 1 4-1.- Correction IN Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, January 31, 2006 Page 1 of 2 re 5 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho : (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 03/29/2006 Inspector: Grande, Claudio Owner: LLC, MSVC Job Address: 9450 2 Avenue NE Miami Shores Village, FL 33138- Project: MSVC Contractor: OS CONSTRUCTION INC. OF SOUTH FLORIDA Permit Type: Commercial Construction Inspection Type: Final Building Work Classification: New Block: Phone Number (786)344 -8124 Parcel Number 1132060132780 Lot: Phone: 954- 925 -9292 Building Department Comments FINAL TREATMENT PLANT Aziucti.1) is2.(84 Passed Failed Correction Needed rzr Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ?-e-te-t) 61-0 4/0 (2.412 ,14 Z12, Tuesday, March 28, 2006 Page 1 of 2 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phon - 05)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/25/2006 Inspector: Grande, Claudio Owner: LLC, MSVC Job Address: 9450 2 Avenue NE Miami Shores Village, FL Project: MSVC Contractor: OS CONSTRUCTION INC. OF SOUTH FLORIDA Permit Type: Commercial Collistruction Inspection Type: Final Work Classification: New Block: Phone Number (786)344 -8124 Parcel Number 1132060132780 Lot: Phone: 954 -925 -9292 Bull ' is TREATMENT PLANT' Inspector Comments Dem, S'',9 1:e /1,2_07; r As rc/ &41,A./..zeo.-4 d i /C4G) its it- -114€44. 4.-A Arri , /.4A-) s Ait-c-%, A --1% 6e -fee - Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Monday, April 24, 2006 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REtElIVED DEC fly BUILDING PERMIT APPLICATION FBC 2001 Permit No. CC d 6 < 131 Master Permit No. CA- 1.4--Y3 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple T i t l 1 r ) J ` f J G I LL G P h o n e # 7 F o - - q I, Owner' ddress )2 \ � WOO e1,ArC City State _ Zip �.®> —C,3 Tenant/Lessee Name Phone # Job Address (where the work is being done) t City Miami Shores Village County Miami -Dade Zip � �`� 8 Is Building Historically Designated YES NO Contractor's Company Name ®1 S. ( C- Of S. c_.Phone # - r 1-4- Contr a . is Address .ice ' 1.. L '.)C*t. 5-1(-4c3 City 1 dti 0 State Zip c) Yt3 Qualifier State Certificate or Registration No. c) ` GICertificate of Competency No. Architect/Engineer's Name (if applicable) ,;,,t` Phone # £T ��( -q 7..." $ Value of Work For this Permit Square Footage Of Work: Type of Work: DAddition ['Alteration ONew ❑ Repair/Replace ❑Demolition Describe Work: \*,Atts^Cit— t�'°i- * * * * * * * * * * * * * * ** * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ S� - CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ R adon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ 50‘ elu - 5? ov /PO e P° Total Fee Now Due $ (Continued on opposite side) Bonding Company's Bonding Company's City Mortgage Lender's Mortgage Lender's City Application is here commenced prior t construction in this WELLS, POOLS, OWNER'S AFF applicable laws re "WARNING TO PAYING TWICE CONSULT WI COMMENCEME that no work or installation has standards of all laws regulating L WORK, PLUMBING, SIGNS, ill be done in compliance with all ENT MAY RESULT IN YOUR TO OBTAIN FINANCING, ING YOUR NOTICE OF Notice to Applicant: eeding $2500, the applicant must promise in good fait _ .,; L, ULU re will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ; occurs seven (7) days after the building permit is issued Ins, bsence of such posted notice, the inspection will not b .proved' and a reinspection fee will be charged 'RSV c - a - -- The foregoing instrument was acknowledged before me this day o , 2 by E c- A-t , who is personally known to me or who has produced in NOTA ' Y PURL Sign: Print: As identification and who did take an oath. My o fission Expires: NO Bo Y PUBLIC-STATE OF FLORIDA ,,j Yorleny ► andez 7J11•�'il tlan��t:t:3?-:, de ' Thru 9 1.5Srt' OP The foregoing instrument was acknowledged before me this �] day of , 20 t=jby DSC- \ 2 who is personally known to me or who has produced Lb as identification and who did take an oath. NOTARY PUBL C: Inc. Sign: Print: My Co NOTARY P • t STATE OF FL :' 1M.1�ni�! YulilEiil�e�9� :1 antic Bonding Co., Inc. ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **+k***i*** *,R ****+ Rik# *, k*****$ **+ k+ k*****,k+k*#,k**+k*#+k, ****, k, k************ **# *+ k*****, k****+ k******* * ** *** * **,k+k******** APPLICATION APPROVED BY: chc 05 /13/03 PERMIT #CCC)E3 -- 1 ( 3^1 / 0-- -- (4433 CONTRACTOR: 0. S. NS" 1 -e-C -) C 1 (D14 SUBMITTAL DATE: 7 .) G PROJECT TYPE:] 7 - --,* -p 155 Ia kif ZONING FIRE It Rif • 1 z/ /ales-!;� . v/>e V STRUCTURAL IMPACT FEES ELECTRI l L OL HRS /DERM , P U ' '�� , /1/4 N I ► 14 MECHANICAL 6 G BLD that no work or installation has standards of all laws regulating L WORK, PLUMBING, SIGNS, ill be done in compliance with all ENT MAY RESULT IN YOUR TO OBTAIN FINANCING, ING YOUR NOTICE OF Notice to Applicant: eeding $2500, the applicant must promise in good fait _ .,; L, ULU re will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection ; occurs seven (7) days after the building permit is issued Ins, bsence of such posted notice, the inspection will not b .proved' and a reinspection fee will be charged 'RSV c - a - -- The foregoing instrument was acknowledged before me this day o , 2 by E c- A-t , who is personally known to me or who has produced in NOTA ' Y PURL Sign: Print: As identification and who did take an oath. My o fission Expires: NO Bo Y PUBLIC-STATE OF FLORIDA ,,j Yorleny ► andez 7J11•�'il tlan��t:t:3?-:, de ' Thru 9 1.5Srt' OP The foregoing instrument was acknowledged before me this �] day of , 20 t=jby DSC- \ 2 who is personally known to me or who has produced Lb as identification and who did take an oath. NOTARY PUBL C: Inc. Sign: Print: My Co NOTARY P • t STATE OF FL :' 1M.1�ni�! YulilEiil�e�9� :1 antic Bonding Co., Inc. ****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **+k***i*** *,R ****+ Rik# *, k*****$ **+ k+ k*****,k+k*#,k**+k*#+k, ****, k, k************ **# *+ k*****, k****+ k******* * ** *** * **,k+k******** APPLICATION APPROVED BY: chc 05 /13/03 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Issue Date: 1/11/2006 Owner's Name: MSVC LLC Permit Type: Commercial Construction Work Classification: New Permit Expires: 12/07/2006 Job Address: 9450 2 Avenue NE Miami Shores Village, FL 33138- Contractor(s) Phone OS CONSTRUCTION INC. OF SOUT 954 -925 -9292 Primary Contractor Yes Comments: INSTALL NEW TREATMENT PLANT Additional Information Type of Construction: NEW TREATMENT P Stories: Front Setback: Left Setback: Plans Submitted: Certification Date: 12/7/2005 Bond Retum : Occupancy Load: Exterior. Rear Setback: Right Setback: Certification Status: Additional Info: Classification: Commercial 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 CCF CO /CC Fee DBPR Surcharge Education Surcharge Notary Fee Permit Fee - New Construction Plan Review Fee (Engineer) Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Technology Fee Total: Amount $15.00 $150.00 $62.50 $5.00 $5.00 $750.00 $50.00 $50.00 $62.50 $60.00 $18.75 $1,228.75 Building Department File Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: CC -12 -05 -1137 Phone: (786)344 -8124 1132060132780 Lot: PB: Total Square Feet: 12500 Total Valuation: $ 25,000.00 Required Inspections Footer Column Pads Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Final Final Building Invoice Number CC -12 -05 -23265 Total: 301 1 1 PAID Amt Due $1,228.75 CL-t-- GA2D Amt Paid 41Zz. .15 0 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. Miami Shores Village Building Department q\-qas -292-. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 i d 3 7 Job Name WW re- M 5 v c Date 17--/2. 7 /or ?'I/3 STRUCTURAL CRITIQUE SHEET ... / base (31-hh(s) G ac, -P'/ - pveve'i vail s, • 19k- u - < ' - ° & $-oJ/ 5 to / kn en I-, • 6, w- is Rrsi i a /fevha e. soak. ale it 17'$ e '-reeled 624 G?2 a v! u ? / r %5 • M e r ,rte 1 core c 1 Le Map, Miami Shores Village Building Department cAkkviz) NV. 1014 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 A,(A -S rer ADermit No. © 93 Job Name Date /?- BUILDING CRITIQUE SHEET 6, 64.7&& r Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 430 Jan 03 06 12 :45p MIAM COUNTY COUNTY ADA Coordination Agenda Coordination Art In Public Places Audit and Management Services Aviation Building Code Compliance Building Business Development Capital improvements Citizen's Independent Transportation Trust Communications Community Action Agency Community & Economic Development Community Relations Consumer Services Corrections & Rehabilitation Countywide Healthcare Planning Cultural Affairs Elections Emergency Management Employee Relations Enterprise Technology Services Environmental Resources Management Fair Employment Practices Finance Fire Rescue General Services Administration Historic Preservation Homeless Trust Housing Agency Housing FinanceAuthority Human Services Independent Review Panel International Trade Consortium Juvenile Assessment Center Medical Examiner Metropolitan Planning Organization Park and Recreation Planning and Zoning Police Procurement Management Property Appraiser Public Library System Public Works Safe Neighborhood Parks Seaport Solid Waste Management Strategic Business Management Team Metro Transit Urban Revitalization Task Force Vizcaya Museum and Gardens Water and Sewer SKLArchitecture 9549256292 p.2 e ment of Environmental Resources Managgement c Code Coordination & Public�earings 33 SW 2nd Avenue, 5th Floor Miami, Florida 33130 -1540 T 305- 372 -6764 F 305 - 372 -6543 COPY December 20, 2004 Mr. Oscar Sklar 2310 Hollywood Blvd. Hollywood, FL 33020 RE: MSVC, LLC 9450 NE 2nd Avenue Dear Mr. Sklar: miamidade.gov c CERTIFIED MAIL NO. 7000 0600 0026 0724 6907 RETURN RECEIPT REQUESTED Enclosed herewith is a copy of Board Order No.04 -77, adopted by the Miami -Dade County Environmental Quality Control Board. Please note the conditions under which said approval was granted, inasmuch as strict compliance therewith will be required. Failure to maintain compliance with any of the required conditions will result in enforcement action. Should you have any questions regarding this matter, please contact me at your convenience. Sincerely, nrique A. Cuellar, c hief Code Coordination and Public Hearings cc: EQCB File IleR 'e .Po- Ali Dec 28. 05 03:45p ' MIAMI DAD ADA Coordination Agenda Coordination Art in Public Places Audit and Management Services Aviation Building Code Compliance Building Business Development Capital Improvements Citizen's Independent transportation trust Communications Community Action Agency Community & Economic Development Corrmnn rty Relations Consumer Services Cameo/ono & Rehabilitation countywide Hmtthcara Planning Cultural Affairs Elections Emergency Management Employee Relations Enterprise rectmok>Ay Services Environmental Resources Management Fair Employment Practices Finance Fire Rescue General Services Administration Historic Preservation Homeless Trust HoustmAgency Housing Finance Authority !Taman Services Independent Reviehv Panel intemaUunai Trade Consortium /overate Assessment center Merl/cal Examiner Metropolitan Planning Organization Park and Recreation Planning and Zoning Police Procurement Management Property Appraiser Publtt library System Public4Vorks • Safe Neighborhood Parks Seaport Solid Waste Management Strategk Business Management learn Metro Transit Urban Reuritalizadan Task Farce Vizcaya Museum and Gardens SKLArchitecture AAAs7,arz P- oq^ttk3 December 20, 2 9549256292 p.2 Code Coordination & Public Hearings 33 SW 2nd Avenue, 5th Floor Miami, t- tot•ida 33130 - 1540 T aOs472 -4764 F 3045- 372 -6543 miamidade'.gov CERTIFIED MAIL NO. 7000 0600 0026 0724 6907 RETURN RECEIPT REQUESTED Mr. Oscar Sklar 2310 Hollywood Blvd. Hollywood, FL 33020 RE: MSVC, LLC 9450 NE 2nd Avenue Dear Mr. Sklar: Enclosed herewith is a copy of Board Order No.04 -77, adopted by the Miami -Dade County Environmental Quality Control Board. Please note the conditions under which said approval was granted, inasmuch as strict compliance therewith will be required. Failure to maintain compliance with any of the required conditions will result in enforcement action. Should you have any questions regarding this matter, please contact me at your convenience. Sincerely, nrique A. Cuellar, hief Code .Coordination and Public Hearings cc: EQCB File I lFl •!d'i i 1,1 r• 9549256292 Dec 28 05 03:46p SKLArchitecture 9549256292 p.1 IN RE: MSVC, LLC BEFORE THE MIAMI DADE COUNTY ENVIRONMENTAL QUALITY CONTROL BOARD Board Order No. 04-77 THIS MATTER came before the Board as •a request by Petitioner, MSVC, LLC, for approval pursuant to the requirements of Section 24-30 of the Code of Miami -Dade County, Florida. The request is to allow the construction of a pnelesse sewage treatment plant that would serve a proposed shopping center. The subject property is located at 9450 N.E. 2"' Avenue, Miami Shores, Florida and is more particularly described in Exhibit "A" attached hereto and incorporated hciciu by reference. Section 24- 30(1) of the Code provides that package sewage ant plants may not be approved by the Director of the Miami-Dade County Department of Environmental 1tesources Management (DERM), unless so directed by the Miami -Dade County Environmental Quality Control Board. The Board finds that the available information indicates that the Petitioner proposes to build a 12,434 square foot, shopping center on the subject property that presently is occupied by a restaurant that is served by a septic tank. The existing restaurant would be demolished and the proposed shopping center would then be constructed on the site. Public water abuts the site lathe form of a 12 -inch main. The closest public sanitary sewer main is a 16 -inch force main located west of the 1-95 expressway, along N.W. 7111 Avenue, approximately one mile west of the proper The Board finds that the proposed interim package sewage treannent plant will consist of a five - thousand (5,000) gallons per day (GPD) activated sludge system with an aeration/de-nitrification basin, rapid sand filters and disinfection. The Board also finds that the treated effluent will be discharged to the proposed rapid infiltration basin or "soakage pit". The Board further finds that the Petitioner plans to follow design parameters governed by Chapters 62 -302 (Surface Water Quality Standards), 62 -520 (Groiiadwateir Standards, Classes and Exemptions), 62 -600 Domestic Water Facilities), 62 -610 (Reuse of Reclaimed Water and Land Application), and 62 -620 (Wastewater Facility Permitting) of the Florida Administrative Code (FAC). EQ- 911012004 2:43:07 PM Page 1 October 14, 2004 (24) 549a uE 2 avE Dec 28 05 03:46p SKLArchitecture 9549256292 p.2 The Board finds that for the purposes of the treatment plant design, the Petitioner will meet treatment limits of 15 milligrams per liter (mg/L) for biochemical oxygen demand (BQD), 5 mg/L total suspended solids (TSS) and 10 mg/L total nitrogen (TN), undetectable Fecal Coliform and high rate disinfection of 1 mg/I residual chlorine. The Board also finds that a monitoring well down gradient from the soakage pit will be required to monitor certain water quality parameters depending upon the characteristics of the commercial domestic waste. The Board further finds no industrial waste will be discharged. The Board finds that the proposed interim sewage treatment plant is needed, because there are no sewage facilities in the area and it is not economically feasible to connect to the closest public sanitary sewer main. The Board also finds that the aforesaid treatment plant will be designed to meet the required high treatment standards. Additionally, the Board finds that the discharge of tertiary treated, highly disinfected effluent as required by County and State regulations presents a lower environmental risk to the groundwater quality of the area than the existing septic tank effluent discharge. Finally, the Board finds that, based upon the evidence and testimony presented and the foregoing findings, granting the requested approval pursuant to the provisions of Section 24-30 of the Code will not be detrimental to the public health, welfare and safety, will not create a nuisance, and will not materially increase the level of pollution in this County. ACCORDINGLY, IT IS ORDERED AND ADJUDGED that, based upon the evidence and testimony presented and the foregoing findings, Petitioner's request for approval of the subject petition pursuant to the provisions of Section 24-30 of the Code be and the same is hereby granted, subject to the following conditions: 1. The interim package sewage treatment plant shall be required to cease operations in accordance with the requirements of Section 24 -13(9) of the Code of Mlami- Dade County, when public sanitary sewer becomes available as provided therein. 2. The interim sewage went plant shall be structurally enclosed and engineered to control odor, noise and prevent aesthetic nuisances to adjacent properties as required by Chapter 62- 600.400(2) of the Florida Administrative Code (FAC). 3. The interim sewage treatment plant effluent shall meet effluent quality standards, disinfection, operation reliability and setbacks requirements of Chapter 24 of the Code of 1VramiDade County and applicable requirements of Chapters 62-520, 62 -522, 62 -550, 62 -600, 62-610, 62 -620, 62-640 and 62-699 of the Florida Administrative Code and any other State regulations, including Everglades Forever Act (EFA, Section 373.4592, Florida Statutes). 4. Petitioner shall provide groundwater- monitoring wells that shall be located down gradient of the effluent point of discharge as required by Chapter 62- 522.600 of EQ- 9/10/2004 2:43:07 PM Page 2 October 14. 2004 (224) y495 DE zive Dec 28 05 03:47p SKLArchitecture 9549256282 the Florida Administrative Code and Chapter 24 of the Code of Miami Dade County. The analysis parameters shall be determined by DERM. 5. Background water quality analysis of the groundwater and percolation tests shall be provided along with an engineering report prior to construction approval. The analysis parameters shall be determined by DER 141. 6. Any changes in the use of the subject facility from the proposed use shall require Environmental Quality Control Board approval. 7. Petitioner shall obtain . all the required permits from DERM and State prior to commencement of operations. 8. Petitioner shall comply with hazardous waste containment and storage requirements providing secondary containment capable of holding 1 10% of the capacity of the largest containment to be stored in accordance with Section 376.3078(9Xa) and (b) of the Florida Statutes. 9. Petitioner shall coordinate with the Florida Department of Health for septic tank abandonment in accordance with Chapter 64-E6 of the Florida Administrative Cade_ 10. Petitioner shall determine the method of disposal for the domestic solids residuals generated by the wastewater treatment plant in accordance with County and State regulations. 11. Petitioner shall design the plant effluent as required by Chapter 62- 610.525 of the Florida. Administrative Code for a rapid infiltration basin and continuous loading discharging to a G -1 drinking water aquifer. Done and Ordered this 15 th daY of December, 2004 in Miami Dade County, Florida. Claire Bradshaw - Sidran, Ph.D. Chairperson EQ- 9/10/20042:43:07 PM October 14.2004(24) Page 3 945) Aft L4Z p.3 Dec 28 05 03:47p SKLArchitecture 9549256292 p.4 • • FILING AND ACKNOWLEDGEMENT Filed on this 15 t^ h day of December , 2004 with the Secretary of the Board as Clerk of the Environmental Quality Control Board, receipt of which is hereby acknowledged and the seal of the Board affixed below. W. Renfrow, terry and Clerk Approved as to form and legal sufficiency: Robert A. Ginsburg County Attorney Attorney for the Board / Peter - 1 (._,....Prii;tant County Attorney EQ- 9/1012004 2:43:07 PM Page 4 October 14, 2004 (24) SEAL 9t50 uE 2.4W • Dec 28 05 03:47p SKLArchitecture • EXHIBIT "A" 9548256292 Lots 1, 2, 3, 4 and 5, in Block 21, of AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, at Page(s) 70, of the Public Records of Miami-Dade County, Florida. EQ- 9/1012004 2:43:07 PM October 14,2004 (24) Page 1 of 1 q+l5b uE 2.A%IE P•5 9549256292 Jan 03 06 12:45p SKLRrchitecture MSVC LLC 2310 HOLLYWOOD BLVD. HOLLYWOOD, FL. 33020 954925 -9292 PHONE 954 - 925 -6292 FAX FAX COVER SHEET TRANSMITAL TO FAX #: 305 -756 -8972 To: CLAUDIO GRANDE Of: MIAMI SHORES VILLAGE Date: 1/3/06 Original to be mailed: Yes Total Pages including cover: 7 No. X 9549256292 Re: 9450 NE 2nd Ave. Miami Shores, F1. Comments: ENCLOSED PLEASE FIND LEI l ER DATED 12/20/2004 FROM MIAMI DADE DEPARTMENT OF ENVIRONMENTAL RESOURCES APPROVING TREATMENT PLANT FOR 9450 N.E. 2N° AVENUE, MIAMI SHORES, FL. THANK YOU, ANA for OSCAR SKLR If you have received this communication in error, please immediately notify us by telephone and return the original a to us at the above address. Not counting cover sheet, if you do not receive all pages, please telephone us immediately (954-925-9292) CiA51) kif 'LAWS p. 1 *TECHNICAL ENVIRONMENTAL HYDROGEOLOGY ASBESTOS /!/ Art. . _tit \\ rontsu `MW___w 11��"rlvi /Ii:% DYNATECH ENGINEERING CORP. Miami, February 26, 2004 Mr. Ari Sklar SKLARchitecture 2310 Hollywood Blvd. Hollywood, FL 33020 Re: Proposed Shopping Center @ 9450 NE 2nd Avenue Miami Shores, FL 33138 Dear Mr. Sklar: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING IVAS'1E12- 61)— oak —��33 CITY COPY Pursuant to your request; DYNATECH ENGINEERING CORP., D.E.C. completed a Subsoil Investigation on February 26, 2004 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed structures. A total of (4) standard penetration boring tests were performed according to ASTM -D 1586 down to an average depth of 15' below existing ground surface. The following graph was developed as a general condition for the subject site: (Refer to fieid boring logs for exact locations and soil description): Depth From 0'- 0" 0' -6" 2' -0" 3' -0" 7' -0" 10' -0" To 0'- 6" 2'- 0" 3' -0" 7' -0" 10' -0" 15' -0" Description Topsoil & grass Gray fine sand Light tan sand Brown sand White sandy lime rock Brown sand Groundwater table elevation was measured immediately at the completion of each boring and was found at an average depth of 14' below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off. 1 750 West 84 Street, Hialeah, FL 33014-3618° Phone (305) 828-7499° Fax (305) 828 -9598 Page No. 2 9450 NE 2nd Avenue, Miami Shores, FL Based on our understanding of the proposed structure and our field boring logs; the following are our recommendations for foundations design. A- Strip the entire footings and building construction areas plus 5 feet outside perimeter of all topsoil and vegetation and asphalt down to clean granular material (when encountered). B- Compact all construction areas with a heavy self propelled vibratory roller to a minimum of 95% of ASHO T -180C but not less than 10 passes in each direction. C- Backfill construction areas to required dlevation if needed using clean granular material placed-in lifts not to exceed 12 inches in thickness and compact as indicated in items B. D- Care should-be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6" inches in thickness. E- All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than five percent fines passing a U.S. standard No. 200 sieve. (Classified as SW /GW). F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material. G- Representative samples of the on site and proposed fill material should be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. I- In the event of existing structures, existing footings or proposed drainage lines, provisions shall be made by the structural engineer and site contractor to protect all footings from undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified, it is our opinion that the proposed structures be designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2500 P.S.F. 2 Page No. 3 9450 NE 21'd Avenue, Miami Shores, FL Regardless of the thoroughness of a Geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEETG CORP., does not guarantee any subsoil condition between the bore test holes. In accepting this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Site contractor must familiarize himself with site conditions prior to bidding. It has been a pleasure working with you and look forward to do so in the near future. Please feel free to contact us if we may be of further service to you. Sincerely yours, Wiss• aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN/Jg 3 DYNATECH TEST BORING REPORT CLIENT SKLARchitecture PROJECT : Proposed Shopping Center ADDRESS : 9450 NE 2"d Avenue, Miami, FL LOCATION : See attached plan ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828-7499 DATE: 2 -24 -04 HOLE NO.: B -1 DRILLER: AS & LD DEPTH DESCRIPTION OF MATERIALS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0'- 0" to 0'- 6" 0' -6 "to2' -0" 2'- 0" to 3'- 0" 3' -0" to 7' -0" 7' -0" to 7' -6" 7' -6" to 10' -0" 10' -0" to 15' -0" TOPSOIL & GRASS GRAY FINE SAND LIGHT TAN MEDIUM SAND BROWN MEDIUM SAND TAN MEDIUM SAND WITH ROCK FRAGMENTS WHITE SANDY LIME ROCK BROWN MEDIUM SAND SAMPLE NO. 2 HAMMER BLOWS ON SAMPLER 2 3 3 3 6 4 3 4 3 3 7 6 5 4 3 3 8 5 10 10 13 7 10 13 21 21 10 20 -f 41 12 4 7 6 6 13 14 6 5 10 8 15 16 9 11 18 20 22 24 26 28 30 32 34 36 38 Water Level: 14' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 4WD ix 2 A)if DYNATECH CLIENT PROJECT ADDRESS : LOCATION : TEST BORING REPORT SKLARchitecture Proposed Shopping Center 9450 NE 2nd Avenue, Miami, FL See attached plan ENGINEERING CORP. 750 WEST 84Th STREET HIALEAH, FL 33014 (305) 828 -7499 DATE: 2 -24 -04 HOLE NO.: B -2 DRILLER: AS & LD DEPTH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0'- 0" to 0'- 1" 0'- 1" to 1'- 0" 1'- 0 "to3' -0" 3' -0" to 7' -0" 7' -0" to 7' -6" 7' -6" to 10' -0" 10' -0" to 15' -0" ASPHALT TAN MEDIUM SAND WITH ROCK FRAGMENTS LIGHT TAN MEDIUM BROWN MEDIUM SAND TAN MEDIUM SAND WITH ROCK FRAGMENTS WHITE SANDY LIME ROCK BROWN MEDIUM SAND SAMPLE NO. HAMMER BLOWS ON SAMPLER 66 2 12 8 17 9 5 4 4 3 6 3 5 6 6 4 8 4 3 8 10 4 6 13 7 12 15 14 29 15 17 12 8 6 13 7 6 14 8 7 14 7 6 16 5 7 18 20 22 24 26 28 30 32 34 36 38 Water Level: 14' Below Surface Asa mutual protection to c'.rnrs, the pulmiz and ourselves, all reports are submitted as the confidential property of clients, and authtlrtzation for publication of statement c.onclusions or extracts from or regarding our reports is reserved pending on our written approval. DYNATECH CLIENT PROJECT : ADDRESS : LOCATION : DEPTH TEST BORING REPORT SKLARchitecture Proposed Shopping Center 9450 NE 2nd Avenue, Miami, FL See attached plan ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828 -7499 DATE: 2 -24 -04 HOLE NO.: B -3 DRILLER: AS & LD 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0'- 0" to 0'- 1" 0'- 1" to 1'- 0" 1'- 0" to 1'- 3" 1' -3" to 3' -0" 3' -0" to 7' -0" 7' -0" to 7' -6" 7' -6" to 10' -0" 10' -0" to 15' -0" ASPHALT TAN MEDIUM SAND WITH ROCK FRAGMENTS DARK BROWN MEDIUM SAND LIGHT TAN MEDIUM SAND BROWN MEDIUM SAND TAN MEDIUM SAND WITH ROCK FRAGMENTS WHITE SANDY LIME ROCK BROWN MEDIUM SAND SAMPLE NO. HAMMER "N" BLOWS ON I� SAMPLER 2 9 8 7 6 15 4 3 5 4 3 9 6 4 3 4 3 8 6 5 7 7 10 14 12 11 10 12 23 12 5 5 6 6 11 14 6 7 6 6 13 16 8 10 18 20 22 24 26 28 30 32 34 36 38 Water Level: 14' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients. and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 6 DYNATECH CLIENT PROJECT : ADDRESS : LOCATION : TEST BORING REPORT SKLARchitecture Proposed Shopping Center 9450 NE 2nd Avenue, Miami, FL See attached plan ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828 -7499 ESCRIPTION OF MATERIALS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24. 25 26 27 28 29 30 31 32 33 34 35 36 37 38 0'- 0" to 0'- 6" 0' -6" to 2'- 0" 2'- 0" to 3'- 0" 3' -0" to 7' -0" 7' -0" to 7' -6" 7' -6" to 10' -0" 10' -0" to 15' -0" TOPSOIL & GRASS GRAY FINE SAND LIGHT TAN MEDIUM SAND BROWN SAND TAN MEDIUM SAND WITH ROCK FRAGMENTS WHITE SANDY LIME ROCK BROWN SAND DATE: 2 -24 -04 HOLE NO.: B -4 DRILLER: AS & LD I SAMPLE NO. 2 HAMMER BLOWS ON SAMPLER 3 4 3 3 4 6 8 8 2 1 1 1 6 7 8 6 6 13 15 10 17 18 25 20 12 30 22 16 15 14 17 21 18 17 16 16 15 18 20 22 24 26 28 30 32 34 36 38 Water Level: 14' Below Surface As a mutual protection to clients, the public and oursei, es. a:i r :ports are submitted as the confidential property o clients, and authorization for publication of statement conclusions or e:ccracs i -oct or regarding our reports is reserved pending on our written approval. 7 DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 PERCOLATION TEST ACCORDING TO S.F.W.M.D. D.O.T. STANDARD TEST DATE CLIENT PROJECT PROJECT LOCATION LOCATION OF TEST DIAMETER OF HOLE TEST NO. : 2 -24 -04 : SKLARchitecture : Proposed Shopping Center : 9450 NE 2' Avenue, Miami, FL : S.A.S. : 7" : P -1 TEST DEPTH (feet) AVERAGE FLOW (GPM) AVERAGE K (CFS /Sq. Ft -Ft Head) 0 -10 N/A N/A The above hydraulic conductivity represents an ultimate value. The designer should Water Table 14' 10 -15 4.5 -4 1.62x10 15 -20 20 -15 decide on the required safety factor. Below existing ground surface. SUBSURFACE INVESTIGATION Soil Description Depth Below Ground Surface 0' -0" to 0' -6" 0' -6" to 2' -0" 2' -0" to 3' -0" 3' -0" to 7' -0" 7' -0" to 7' -6" 7' -6" to 10' -0" 10' -0" to 15' -0" Field Tech: AS & LD Topsoil & grass Gray fine sand Light tan medium sand Brown medium sand Tan medium sand with rock fragments White sandy lime rock Brown medium sand Respectfully submitted, Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 a•D ru■ N.E. 95th Street co B4 P1 NORTH David's Countrys Kitchen DYNATECH ENGINEERING CORP. Client: Project: Sklarchitecture Scale: N.T.S. Proposed Shopping Center @ 9450 N.E. 2nd Avenue, Miami Shores, FL 33133 Date: 2/27/04 e1-ft ut 2 lei GENERAL NOTES Soil Borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after building pads) are staked out. Soil Borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure has been demolished and the proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, = conclusions or extracts from or regarding our reports is reserved pending our written approval. Sands Silts & Clays KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Relative Density and Consistency Particle Size Cone Penetration Tests ka'cm'- 0 -16 17 -40 41 - 80 81 -120 Over 120 0 -3 4 -9 10 -17 18 -31 32 -60 Over 60 Standard Penetration Tests blows'ft 0 -4 5 -10 11 -20 21 -30 31 -50 0 -2 3 -4 5 -8 9 -15 16 -30 31 - 50 Soft Medium Moderately Hard `• t. _ - Relative Density Very Loose Loose Firm Very Firm Dense Very Soft Soft Firm Stiff Very Stiff Hard Boulder Cobble Gravel Sand Silt Clay Rock Hardness Description . >12 in. 3 to 1 in. 4.76 mm to 3 in. 0.074 mm to 4.76 mm 0.005 mm to 0.074 mm < 0.005 mm Modifiers 5% - 10% 10% - 30% 30% - 50% 0 -5% 6 - 10% 11 - 20% 21 - 35% > 35 %And Slightly Silty or Clayey Silty or Clayey Very Silty or Very Clayey Slight Trace Trace Little Some s Rock core crumbles when handled. Can break core with your hands. Thin edges of rock core can be broken with fingers. Thin edges of rock core cannot be broken with fingers. R_ck core rings) when struck with a hammer (cherts). Twenty First Century'EnginleetinO, Inc; 826 N.E. 20th Avenue Fort Lauderdale, Florida 33304 December 29, 2005 Sklarchitecture 2310 Hollywood Blvd. Hollywood, FL 33020 Attention: Oscar Sklar �I CITY COPY t I I (954) 522 -6446 Fax: (954) 524 -0555 E -Mail: XXI @bellsouth.net Board of Prof. Engrs. Cert. Auth. No. 5959 Subject: Notice of Special Inspection Miami Shores Village Center, 9450 NE 2nd Avenue This letter is to serve as written notification and registration to Sklarchitecture and to the City of Miami Shores Village that Twenty First Century Engineering Corporation will provide Special Inspection Services for the new wastewater treatment plant "soakage pits" located at the Miami Shores Village Center, 9450 NE 2nd Avenue, Miami Shores, FL. If you have any questions, please call our office at 954 -522 -6446. Best Regards, Twen ► - %, 1 Engineering Corporation A i Ant Proj (Seal) cevedo,P.E. Manager cc: Claudio Grande — Miami Shores Village Bldg. Dept. 10050 NE 2nd Ave. Miami Shores, FL 33138 Ph 305- 795 -2204 Fx 305- 756 -8972 ADA Coordination Agenda Coordination Art in Public Places Audit and Management Services Aviation Building Code Compliance Building Buttress Development Capital Improvements Citizen's lt stTransportationTrust Communicalorw Community Action Agency Community & Economic-Development Community Relations Consumer services Comedfmns & Rehabilitation Countywide Healthcare Planting Cultural Affairs Elections Emergetcy Management Employee Relations Enterprise Technology Services Environmental Re nu*ces Management Fair Employment Practices Finance Fire Rescue general Services Administration Historic Preservation Mess Trust Housing Agency Housing FlnanceAutttority Human Sam independatteviewPanel international Trade Consortium Juvenile Assessment Center Medical Examines- Metropolitan Planning Organization Park and Recreation Planning and Zordng Police Procurement Management Property Appraiser Public Library System Public Works Safe Neighborhood Pada Seaport Solid Waste.Managenent strategic Business Management Team Metro Tcatsit Urban Revitalization Task Force Vizcaya Museum and Gardens Water and Sewer March 20, 2006 Mr. Oscar Sklar Member Director, MSVC, LLC 2310 Hollywood Blvd. Miami Fl 33020 Mr. Plinio M. Villanueva Villanueva Associates, Inc. 299 Alhambra Circle, Suite 406 Coral Gables, Fl 33134 Environmental Resources Management Water & Wastewater Division 33 SW 2nd Avenue • 5th Floor Miami, Florida 33130 -1540 T 305- 372 -6524 F 305 - 372 -6631 miamidade.gov Certified Mail: 7001 0320 0003 8076 5239 Return Receipt Required Certified Mail: 7001 0320 0003 8076 5246 Return Receipt Required RE: STATE OF FLORIDA DOMESTIC WASTEWATER FACILITY PERMIT APPLICATION Facility Name: Miami Shores Village Center Facility Address: 9450 NE 2" Ave, Miami, FL 33138 acili Dear Mr. Sklar and Mr. Villanueva This letter shall serve as notification that as of March 24th 2006 the plOs and applications submitted for a construction of the above a referenced project a—Th. listed here as: "a new 5,000 GPD sized for annual average flow (AAF) extended air activated sludge treatment plant consisting of aeration/denitrification basin treating commercial wastewater, rapid sand filters and hypochlorinator disinfection discharged to a soakage pit monitored by an observation well" l asii a ved under Section 24 -15 of Dade Coun Code. No alteration or evia 'on is- permitted without-written consent of the Department. Issuance of this Plan Approval does not constitute an exemption from any State or local rules or regulatory requirements. Pertinent State regulations also shall be met as agreed to during the Miami Dade County, Florida Environmental Quality Control Board Hearing of October 14, 2004. Consequently, I am hereby enclosing "Intent to Issue (State) Permit" You are required to publish at your own expense the enclosed Notice of Intent to Issue Permit. The Notice must be published one time only within 30 days in the legal ad section of a newspaper of general circulation in the area affected. Barring no negative comments, DERM will issue the State permit immediately thereafter, within the following thirty (30) days. Construction can then get started to place facility active. Please provide us with a copy of the newspaper article for our records. IUE 2 E Asia) If you have any questions, please feel free to contact me at (305) 372 -6524. Sincerely, esto P.E. Permitting Officer 2006042414545875 M I? M 1-DADE COUNTY PERMIT NO: DWO- 000112 - 2006/2007 (P)- DWO_STP_1 MIAMI SHORES VILLAGE CENTER 9450 NE 2 AVE MIAMI, FL 33020- PERMITTEE: Mr. Oscar Sklar MR. OSCAR SKLAR 2310 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020- DOMESTIC WASTEWATER ANNUAL OPERATING PERMIT DESCRIPTION OF FACILITY /EQUIPMENT Environmental Resources Management Water & Wastewater Division 33 SW 2nd Avenue • 5th Floor Miami, Florida 33130 -1540 T 305 - 372 -6524 F 305- 372 -6631 miamidade.gov This document, issued under the provisions of Chapter 24, Miami -Dade County Code (Dade County Environmental Protection Ordinance), shall be valid from 15 -APR -2006 through 14- APR - 2007. The above name permittee, is hereby authorized to operate the pollution control facility at the above location which consists of the following: A 0.025 MGD Three Month Average Daily Flow (TMADF)modified Lutzac- Ettinger (MLE)extended air activated sludge treatment plant consisting of low pressure grinder pump stations, flow meter, an equalization tank, various process pumps, influent screen, anoxic basin, aeration tank, membrane tank, ultra violet light disinfection with effluent discharge to a rapid infiltration basin and monitoring compliance well. This facility is subject to conditions listed below and in the following pages (if any) of this permit. SPECIFIC CONDITIONS 1. The following effluent standards shall not be breached as per Environmental Quality Control Board Order NO. 04 -89 of December 21, 2004:- Maximum permitted flow: 0.025 MGD as measured by meter continuously on a three -month average. Meter shall be calibrated at least annually. - Carbonaceous - 5 day, 20c BOD: 15mg /1 as measured on a monthly grab sample. Facility's goal is to meet 10 mg /1- Total Suspended Solids: 5.0 mg /1 measured on a monthly grab sample.- pH: 6.5- 8.5 as measured on a 5 day /week- Total Nitrogen as N: 10.0 mg /1 (annual average) as measured on monthly grab samples.- Total Phosphorus (as P): The TP effluent standard is 1.0 mg /1 and it is the Park's goal to reach 0.1 mg /1 total phosphorus.- Fecal Coliform - Any one sample shall not exceed zero# (0) fecal coliform value per lOOmL of sample as measured once per week. 2. The effluent discharged from this source shall be adequately disinfected at all times so as to yield the following minimum ultraviolet performance criteria- The design UV dose shall be at least 80 mW- sec /cm2 under maximum day flow. - The total suspended solids shall be no more than 5.0 mg /1- The filtered effluent UV transmittance shall be 65 percent or greater at 252 nm.- The following parameters must be monitored continuously and values must be entered once a day in facility log:- UV intensity - Status of each reactor- Status of each lamp- Lamp age- Ground fault interrupt - Alarm status 3. Reclaimed water samples shall be taken at the monitoring compliance well site about 45 feet due South East of Rapid Infiltration Basin. The following parameters shall be analyzed at this location as per Environmental Quality Control Board Order No. 04 -89 of December 21, 2004 (Parameter: Limit,Units,Sample Type,Monitoring): Water level: Report, Feet, In -situ, quarterly; Nitrogen, Nitrate :lOmg /l, grab, quarterly; Solids,TSS: 500mg /1, grab. 'tera ys A er1]o, TOT Rec: 5Oug /l, grab, every 5 - year *;Chloride: 250mg /l, grab, quarterly; Cad 041 TOE ]t os5i� f , ai,ev ry 5 - year *;Chromium, TOT Rec:l0Oug /l,grab,every 5 - year *; Lead,TOT Re - year *; Coliform,MPN: 4 # /100M,grab,quarterly; pH 6:5 -8.5 SU,In -sitt 250 mg /l,grab, every 5 - year *;Turbidity: Report,NTU,grab ,every 5``+ 2006042414545875 M I A M I•DADE COUNTY PERMIT NO: DWO- 000112 - 2006/2007 (P) MIAMI SHORES VILLAGE CENTER PERMITTEE: Mr. Oscar Sklar MR. OSCAR SKLAR 2310 HOLLYWOOD BLVD. HOLLYWOOD FL, 33020- Environmental Resources Management Water & Wastewater Division 33 SW 2nd Avenue • 5th Floor Miami, Florida 33130 -1540 T 305- 372 -6524 F 305 - 372 -6631 miamidade.gov Miami -Dade County may subject the applicant to the penalty provisions of said Chapter including civil penalties up to $25,000 per day per offense and /or criminal penalties of $500 per day or $2000 per day for violations of Section 24 -42.4, Sanitary Sewer Discharge Limitations and Pretreatment Standards and /or sixty (60) days in jail. 9450 NE 2 AvE (za) May 04 06 02:13p SICLRrchitectur a 4 954-25829205_ t S7 p,2 Broward Backflow Pr ention (954) 418 -0026 CFCO 19082 - CFCO 57390 P.O. BOX 1572 BACKFLOW PREVENTION ASSEMBLY FIELD TEST R mid Beach, FL 33443 DATE '7 ©Co NAME OF PREMISE: STREET ADDRESS: __.7/ .d /vG . pg " �f-rr LOCATION OF DEVICE: TYPE OF DEVICE: MANUFACTURER: MODEL NUMBER: _�_ lQ a O 7 7 CITY xiee4ie./4/1~, RP I D.C. 0 PVB ❑ PRESSURE DROP ACROSS FIRST CHECK VALVE I DOUBLE CHECK CHECK VALVE # 1 SIZE- SERIAL NUMBER METER NUMBER �j0k)A,S Q (f 7 W (942 CHECK VALVE # 2 DIFFERENTIAL PRESSURE RELIEF VALVE INI- TIAL TEST 1. LEAKED 2. CLOSED TIGHT CLEANED REPLACED: RUBBER PARTS KIT C.V. ASSEMBLY OR DISC O -RINGS SEAT SPRING STEM GUIDE RETAINER LOCK NUTS OTHER Q 2. CLOSED TIGHT 1. LEAKED OPENED AT *3 g S LBS. DID NOT OPEN Q" AIR INLET OPENED AT DID NOT OPEN CLEANED REPLACED: RUBBER PARTS KIT C.V. ASSEMBLY OR DISC 0 -RINGS SEAT SPRING STEM 'GUIDE RETAINER LOCK NUTS OTHER CLEANED REPLACED: RUBBER PARTS KIT R.V. ASSEMBLY OR DISC DIAPHRAGM SEAT SPRING GUIDE O -RINGS OTHER CHECK VALVE: LEAKED HELD AT CLEANEC REPLACED: C.V. ASSEMBLY DISC, AIR ASSEMBLY DISC, C.V. SPRING RETAINER GUIDE 0-RING OTHER FINAL TEST CLOSED TIGHT CLOSED TIGHT OPEN AT REDUCED PRESSURE ALL REPAIRS REPLACEMENT SHALL B OMPLETED WITHIN TEN (10) DAYS p REMARKS l0 l , , i�� L / 5- , LBS. SATISFACTORY II HEREBY CERTIFY THAT THIS DATA IS ACCURATE AND REFLECTS THE PROPER OPERATION AND MAINTENANCE OF THE UNIT. TEST EQUIPT USED PASSED A - / f INITIAL TEST BY REPAIRED BY FINAL TEST BY tfaiC Q �^- �'"�'—/ CERTIFIED TESTE p CERTIFIED TESTER w��- Q--s E MIDWEST FAILED - REPAIR NEEDED CERTIFIED TESTER - ASSE # 5023 DATE (White) Water Purveyor (Yellow) Plumbing Inspector EXP DATE EXP DATE MO 3 DAY 31 YEAR 06 MO 6 DAY 30 YEAR 08 May 2, 2006 Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 Items to be completed for Final CO approval 9450 NE 2 Ave Permit No. 04 -1433 Contractor: OS CONSTRUCTION Landscaping : 1. Complete landscaping 2. Final Inspection Building: 3. Closeout DERM permit and provide Final Letter to Building Department 4. Installation of sign at front of building, 5. Final sign inspection 6. Final Certification of Soil Treatment Letter 7. 2 Final Surveys Sign and Sealed 8. Final Elevation Certificate 9. Final Building inspection Acknowledge By: 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2001 Permit Type (circle). Owner's Name (Fee Simple T i Owner' ddress� City �►'� Tenant/Lessee Name g older) JAN 6 Electri al State n.4 Permit No./ ' / C -' , Master Permit No. .- (43-33 Plumbing Mechanical Roofing QcS4 N9 1-7c X03 Phone # Zip Phone # Job Address (where the work is being done) City Miami Shores Villa a County Miami -Dade Zip Is Building Historically Designated YES NO Contractor's Company Name .1,c Ao,� Ree:A,_,. a ,ij .loligtEPhone # -1b ° 2-9 3 - 7'4/ Zg Contractor's Address / 2. 2S 2- gCol J Z ' - a State r L Zip 3,3( 7 b Luc, S T. a..., I- e City Qualifier State Certificate or Registration No. t7 .! S. 5 00 1(5 Certificate of Competency No. Architect/Engineer's Name (if applicable) S LAR \ t' E,5 Phone # ck S - �( 1�- e('`�c r - `$- valve-- ofork- For- this-Pe Type of Work: Describe Work: Square Footage Of Work: ❑A dition ❑Alteration ew ❑ Repair/Replace \frRJriNi c OF IEW& l (Z-.. &01L-C)ll.Sc. 0� ❑ Demolition * * * * * * * * * * * * * * * * * * *** ** * ** * ** Fees * * ** * * ** * * ** * *** * * * * ** * ** * * * ** Submittal Fee $_ _ Permit Fee $ l!G 0 of • CCF $ CO /CC. Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite 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 obta', a permit to do the work and installations as indicated. I certify that no work or installation has conunenced prior to the issuanc 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, FURNAC G ; , BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AF'FIDAVIT: 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 Ufa building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of ommencement and construction lien law brochure will be delivered to the person whose properly is subject to att' 7 ent. Also # c tified copy of the recorded notice of commencement must be posted at the job site for the first inspection whit 'oc s seven . '.y . after the building permit is issue In the absence of such posted notice, the inspection will not be appr ed nd a reinsp e will be charged Signature �-�1 Signature Owner o C+ntractor The foregoing instrument was • knowledged before me this 4 The foregoing instrument was acknowledged before me this G day of , 20 e , by , day of , , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. Schaffer NOTAI �. my Commission pD2so181 Sign: 011 owes Jranuar/ 11.2008 Print: My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 as identification and who did take an oath. .4,40' Susan seer, M1' Commission DD280181 °' alf Expires Jagviary 11.2000 NOTARY PUBLIC: Sign: Print: ./...„)-Q- l My Commission Expires: ******-****** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 00 it 4o Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Da +- a 1 c1 l O la Inspector: ° earce-xic t G1C o Owner: Job Address: 9450 2 Avenue NE Miami Shores Village, FL 33138- Project: MSVC Contractor: MIAMI ENGINEERED GLASS CORP Permit Type: Commercial Construction Inspection Type: , W lvS Work Classification: New Block: Phone Number 954- 925 -9292 Parcel Number 1132060132780 Lot: Phone: 305 -638 -1566 Building Department Comments S re 1(C)fr Passed A Inspector Comments f°10 1 S hvfr 6 o°1 T� C/03� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, February 7, 2006 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/2/2005 Applicant: Owner: JOB ADDRESS: 9450 NE 2 Building Permit Permit Number: BP2005 -816 AVE Contractor MIAMI ENGINEERED GLASS CORP Contractor's Address: 3211 NW 27 AVE Local Phone: 305 -638 -1566 Parcel # 1132060132780 Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOTS 1- 2 -3-4- & 5 BLK 21 LOT SIZE Fees: Description Amount FEE2005 -7141 Building Fee $1,620.00 FEE2005 -7142 CCF $32.40 FEE2005 -7143 --CO/CC $50.00 FEE2005 -7144 Training and Education Fee $10.80 I- FEE2005 -7145 Technology Fee $40.50 1-j FEE2005-7146 Scanning Fee $12.00 V FEE2005 -7147 Structural Fee $50.00 Total Fees: $1,815.70 Total Fee41,815.70 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/29/2005 Construction Value: $54,000.00 Work: STORE FRONT WINDOWS AND DOORS Signed: (INSPECTOR) CC= 2-05-1g 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: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 P - gii 4 B UILDING d . Permit No. PERMIT APPLICATION APR 'BC 2001 Permit Type (circle,: Building Electrical Owner's Name (Fee Sim Owner's Address /t o /4' L(' ®c, City /7p fir W'Oo State / /41, Tenant/Lessee Name ��i� 44 u bing Mechanical Roofing as er Permit No.13 P go-00y- 1'1 33 Phone# 1.52/ 7,/ 5 9.2 92 )(r 07- Zip 3 t - Q Phone # Job Address (where the work is being done) 9-Y6- "l j' 2 Al ,1i e°. City Miami Shores Villa e ' County Miami -D e Zip S? ( 3 0 Is Building Historically Designated YES NO Contractor's Company Name E (filet (r'� c Phone # 306--Cg ' "1 (�11�1 Contractor's Address � t if di 6�•�. Ave City �`j State /°-'`4 Zip 3 / Qualifier State Certificate or Registration No. C G C O2 1 9 Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit P 6 900o Type of Work: ❑Add'tion ❑Alteration Describe World: Square Footage Of Work: ew El Repair/Replace kJ[ /air_ %' Demolition 4 c rti YY► t. i 8PO4-1-1V33 ****************************Fees** ** ** ** ** * * ** ** ** * * * * ** * ** Submittal ' ee ', ` Permit Fee $ (C"i) U CCF $ /3'9 /3'9 s CO /CC r , ✓ " Notary $ ice" Training/Education Fee $ / Technology Fee $ �• Scanning $ Code Enforcement $ ,a Radon $ Zoning Bond $ Structural Plan Review. $ es ' C Total Fee Now Due $ 1, 5. (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 0 The foregoing instrument w day of , 20 who is personally kn ged before me this r who has produced ntification and who did take an oath. NOTARY Sign: Print: My Commission Expires: Signature ✓v0• Contractor The foregoing instrument was acknowledged before me this f9 day of , 20 57 by/ . /'ep V. £' r i 4f4 who is personally known to me or who has produced , G ee1/5E on and who did take an oat ide NOTARY * * * * * * * * * * * * * * * * * * * * * * * * *.` :. * * * * * * *t"4"` * * * * * * * * * * * * * * ** APPLICATION APPROVE Chc 05/13/03 Print: ArIL Oro. Expires My Commission Expires: 07 2007 ******************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -4 V24- 4.5: 54-14Plans Examiner Engineer Zoning • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. e* ° l 4 3 3 Job Name 14 5 V i'1l}r® NE 2E/ Ave, .S /re 6-e ,.t STRUCTURAL CRITIQUE SHEET a) Al tG %t o e /�ii g 511, Z 11,z2u- s14 re-; v) Gokd Fri arf -4a aISO � OGOCI F 51i-i C6 E c0 N 0 0 0 0 00 0 0 v c v 0 >0 0' 0 ID N 0 0 o+ 0. N 10 N N 0 0 0 0' C c 1 N 0 v 0 i 0 U Print Inlormotion: 750" 2.00" 2.00" PRODUCT MARKING LOCATION � -t = .0312" MIN. .251, 12.50" COVERAGE 14.875" .750'Lz GALVANIZED STEEL ® STORM PANEL SCALE: 3" = 1' - 0" 0 0 N lT 1.251,` -t = .0312" .f 6.25" COVER 8.75" .750'7 0 0 N MIN. .i` 0';1( AGE I 4, ONE HALF PANEL PER OPENING MAYBE USED AS REQUIRED TO COVER OPENING. GALVANIZED STEEL ® HALF STORM PANEL SCALE: 3" =1' - 0" GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISIONS SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND NON -HIGH VELOCITY HURRICANE ZONE SECTIONS OF THE FLORIDA BUILDING CODE. 2. A 33% INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED . HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B! REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. 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: HURST AWNING CO., INC. MIAMI , FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS SHALL BE GALVANIZED STEEL CONFORMING TO A.S.T.M. A653 SQ, GRADE 80 G = 90 GALVANIZED COATING AND WITH THE FOLLOWING BARE METAL AND GALVANIZED THICKNESSES, AND MECHANICAL PROPERTIES: • 0.0297" MIN. BARE METAL THICKNESS (B.M.T.), WITH A MIN. Fy= 80.0 KSI 0.0312" MIN. THICKNESS (AFTER GALVANIZING) 11. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O.N 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI OR APPROVED COATED HARDWARE. 13. TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE, EXCEPT FOR "h" AND "U" HEADER MOUNTING CONDITIONS. 08/30/02 12:38 41415() .313 "0 .625 "0 (1/16 GALVANIZED STEEL) OKEYHOLE WASHER (OPTIONAL) SCALE : HALF SIZE 2.250" 1.100" 0 .070' , • 062" � 2.000" 4375" ®"U" HEADER .SCALE: 3" = 1' - 0" 1.625" .890" :al- I (ZAMAC 3 ALLOY) OWASHERED WINGNUT 4 SCALE : HALF SIZE .090" .7001 SYM .6-TRACK 7 SCALE : HALF SIZE .315" f • 1/4 -20 STUD 375" { (a12.0 LONG " OR 12.5" O.C. .125" TYP. �0 m 90" TYP. SYM. �- 1.740 "� ,120" SLIDE C -TRACK r a (FINISH) SCALE : HALF SIZE 2" .05" 0 2" x 2" x 0.05" TUBE SCALE : HALF SIZE STUDDED STRAP (SLIDER) SCALE : HALF SIZE zn N sD 380" -1 275" 4 - .665" .095" TYP. OF -TRACK 15 SCALE: 3 " =1' -0" 0 0 N j, 1.00" MIN. 1 5.00" MAX. .890" 1..500"1 t (J .090" fSYM .I,.7004. OC -TRACK (FINISH) 8 SCALE : HALF SIZE .750" I.D. .630" 0.0. 460" 060" .125" TYP. 12 ANGLE SCALE: 3" = 1' - 0" f/ .380" 195" _ I x: 2 7 5 " tft � Pst .665" 095" TYP. 2.000.'1 - E -TRACK SCALE: 3" = 1' - 0" O 0 N 0 0 2.250" 096" N ;1. N 4.067" ` 12.000"1 O "h HEADER 5 SCALE: 3" = 1' - 0" 375" OSLIDE C -TRACK SCALE : HALF SIZE /4" -20 x 3/4" S.S. MACHINE SCREW STUD PUNCHED INTO ANGLE [a12.0" OR 12.5" 0.C. (STUD DIRECTION MAY 625" BE REVERSED) .125" TYP. IX .13 STUD ANGLE SCALE: 3" = 1' - 0" O 0 .0 3.375" 3" 41, .090.00" 165" 1 (TYP.) N\ I -0--t 320" 375" OBUILD -OUT F -TRACK 1 7 SCALE : HALF SIZE Approved sta complying Nilte the Florida Baldhig Cod Date 0 R / ' o Cods MOAN Miami Didc Product Control re w w= • J Ow N< wa H� 0 = VI V J KNEZEVICH PROFESSIO GINEER K Ocan . o. 001091D u.G ._ __n 2002 c 0 N m a 4 z Q : v, Z -0 s. 4 z a i u dare 06/25/2002 scale drawn by AS NOT(( MCA d•s■gn by tch•ck•d by JAL, V of drawing no 02-267 i sheet 1 of 6� E M 0 0 0 N 0 0 CO 0 w v >° 3 v 0 O LO N 1 LT O. N rx to 0 rn c 'c 3 c E 'TYPICAL SECTIONS WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) PLAN VIEW V 00 OA PANEL ELEVATION SCALE: 1/4" = 1' - 0" MINIMUM SHUTTER OVERLAP SHALL BE 1.5 TIMES BUILD OUT DISTANCE ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. EXISTING CONCRETE, HOLLOW BLOCK OR / WOOD FRAMING. 62S "2 /375" .3125"0 — — TYP. T-OP AND BOTTOM 1/4" MAX. /-- -BUILD OUT / DISTANCE 0 w z W FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & @ 6" 0.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) OBUILD -OUT MOUNT CLOSURE DETAIL D SCALE: 1 -1/2" = 1' - 0" 1/4 -20 S.S. BOLT & WINGNUT @ 24" O.C. (TYP.) 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE (6063 -T6 ALLOY) WINDOW 4" MAX. OCORNER CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" 1" OVERLAP EXISTING BAY WINDOW 20 GAGE GALV. STEEL BENT PLATE OR 2" x 2" x .125" ALUM. ANGLE (6063-T6 ALLOY) 1" OVERLAP 1/4 -20 S.S. BOLT & WINGNUT (a@ 24" 0.C. (TYP. 4" MAX. OCORNER CLOSURE DETAIL SCALE 1 -1/2" = 1' - 0" 08/30/02 12:40 EXISTING GLAZING TYPICAL SECTIONS W DTH UNL MITED _ (PERPENDICULAR TO PANEL SPAN) NOTE: FOR DIRECT MOUNT APPLICATION ONLY. OROUND PANEL ELEVATION SCALE: 1/4" = 1' - 0" FASTENER @ 12" 0.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 11e P.S.F. & (a 6" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) z EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYPICAL) EMBED. MAX. 1/2" MIN. OVERLAP ALUM. ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. OTRAP MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/2" SEE TABLE 2 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE: 3" = V - 0" 1/4" MAX. r Z J • m a E I O w u• j 0 • W ▪ U y Z E a E J a N - -1/4" MAX. TYPICAL SECTIONS 0 'F- O w LL w ro E J J wa J z Q0 N ci J = � 00 IJ u vtu_ Z I- aw vat > 1111111 00 lIIIIIIIIIIIIIIIIlIIIllIIIIIIlHIII!IO WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) OMITER PANEL ELEVATION SCALE: 1/4" = V - 0" 1/4" MAX. 1/4" MAX. EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING. OWALL MOUNT CLOSURE DETAIL SCALE: 1 -1/2" = 1' - 0" 9450 2 At1g Approved as complying with the Florida Sind Cod Mac 0 /3o /Zoo?, NOAH - o • oI MMal Diode Product Control Z� in w v Qo —o V d 0, t/1 C ca- aW z = W vv WI" NI 0 w v1 ZZ Y 0 m N 0 lAs O 8a o rat • al • fl g • CO • co � � o 6 G+ >.g z .. = �i t z e z W Q 0 0 a V z Y N O 0 0 4 V- V:L•KNEZ VICH PROFESSIONAL WEER R Lk.ns. No. . • 10983 4"� 4 e I ZOQ2. M c 0 iiih B ©111111 Cat. 06/25/2002 s[ al• drawn by AS NOTC_ —MCN cnecM.0 b VJK Caton by JAP LCr',went; no 1 02- 267__ sheet2of6J E a Co N 0 N 0 0 N 0 0 co co 0 N w Q >O. ningCo \02- 267 \R2— prg \02- 267- 03.dwg N 3 IN 0 0 0 i 0 O i O E c , SEE TABLE 2 • EXISTING GLAZING 1 L 11 O 1 I 3/4" PLYWOOD 2" x 4" x 1/8" CONT. 1/4" MAX. in X ID E -J EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) C5 CONNECTIO TYPE WITH PIECE LEG OUT C1 CONNECTIO TYPE WITH PIECE LEG IN REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED.BASED ON TYPE OF STRUCTURE- 1-15 /8" MAX. MAX. 1/8" TILE FINISH MATERIAL EXISTING GLAZING �#14 x 3/4" TEK SCREW (Ei1 16" 0.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT (a3 16" 0.C. (TYP. TOP & BOTTOM) ALUM. TUBE (6063 -T6) 1/4 "0 POWERS CALK -IN AND 1/4 -20 5.5. MACHINE SCREW ® 6" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4"o LAG SCREW 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 "o THRU BOLT W/ LOCKNUT (al 6" O.C. 1/ 4"0 POWERS CALK -IN ANO 1/4 -20 S.S. MACHINE SCREW ® 12" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW W000 SHALL BE OF SP CIFICB. IN WOOD. GRAVITY "5" OF 0.55 OR GREATER i2" x 2" x 1/8" CONT. ALUM. ANGLE (6063 -T6 ALLOY) C5 CONNECTIO TYPE WITH PIECE n LEG OUT C1 CONNECTIO TYPE WITH PIECE LEG IN REFERENCE A CHOR SCHEDULE FOR MAX SPACING (MAX. DESIGN LOAD s 73 PSF) O"PASS THRU" DETAIL SCALE: 3 " =1' -0" EXISTING GLAZING— SEE TABLE 2 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) O"F" TRACK/DIRECT MOUNT SECTION SCALE: 3 " =1' -0" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING J NJ w Z m a d t- � • 1 O w J Ln w w W = • tJ rV) x Z ID E d J !n - TABLE 1) w J D 0 0 11) 1/4" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FASTENER (a7 6" O.C. OR 6 -1/4" O.C. OR (al 12" OR 12 -1/2" O.C. BUT DO NOT EXCEED ANCHOR SCHEDULE SPACING. USE REMOVABLE ANCHORS ONLY. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. 08/30 02 12:44 -ac OBUILD -OUT MOUNT SECTION- SCALE: 3" = 1' - 0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. [EE TABLE 2 -- EXISTING GLAZING W J m d ✓ 1 J D 0 w to Z d a 11) N1/4` -1/4" MAX. EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) 1/4" MAX. (OPTIONAL) C4 CONNECTION TYPE REFERENCE ANCHOR \SCHEDULE FOR MAX. SPACING OCEILING / FLOOR MOUNT SECTION SCALE: 3" = 1' - 0" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 4 --1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Cr J W z d z 0 1– 11) w w to X to E -4 W J d F- I w J D 0 w to z d 0 1/) I #14 x 3/4" TEK SCREW [a1 16" O.C. OR 1/4 -20 MACHINE BOLT WITH LOCK NUT (al 16" O.C. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OBUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. (TYP. TOP & BOTTOM) SPAN SCHEDULE - TABLE 1) 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OFINISH TRACK / PRE - STUCCO TRACK SCALE: 3 " =1' -0" 1/4" MAX. Approved as complying with the Florida Bold gg Cod Date O 'Leo o 1. 3 _ NOAH Miami Dade Product Control DIvL+b By • Z z — to F W V 7 Q _o V °C 0• VI N In cc d u" z tb U � w�•' N � W Zz 0 z KNEZEVICH & ASSOCIA Z ?: KNEZEVICH PRWFESSIO - ENGINEER R. License No• • 10913 revisions 0 e a rdat• GENERAL REVISION 0 2002 06/25/2002 Lt ad& 11 drawn U AS NOTEO t( MCR1I �.ae ss9nMP](theCkev _RJR) drawmq no 02 -267_ sheet 3 -of 67 a N 0 CV 0 MI CO 0 0 c 0' v 0 m N 1 N 0 / rn N CC 0 N 1 N 0 0 0 c c N 3 CV N 0 0 0 0 0 EXISTING GLAZING -- 1 -3/4" 1/4" 1/4" EXISTING WOOD ROOF JOIST OR FRAMING MEMBERS SHALL BE PERPENDICULAR TO THE PANEL FACE TWO 1/4 "0 LAGS SCREW W/ 2 -1/2" MIN. EMB. INTO WOOD MEMBER @24" 0.C. MAX. 1/4" MAX. MAX. DESIGN LOAD = 47.9 P.S.F. OCEILING MOUNT SECTION SCALE: 3" =1' -0" PUNCH 3/8" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT. PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE TYP.- PM NUT (TYP.) 1 -1/2" x 1 -1/2" NOTCHES (TYP. BOTH SIDES) 5" LONG HANDLE RIVETED TO PANEL FLOOR OR WALL MOUNTED 2" x 2" x 1/8" CONT. STUDDED ANGLE OR WALL MOUNTED SLIDE C -TRACK Q OR © (SEE DETAILS .1, P, W OR Z FOR BOTTOM MOUNTING CONDITIONS) DETAIL V NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. REFERENCE DETAILS J, P, R OR S FOR TOP MOUNTING CONDITIONS. MAX. PANEL HEIGHT = 8' - 8" AND MAX. DESIGN LOAD = -!- 72.00 P.S.F. OOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.T.S. m EXISTING GLAZING 1/4 -20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP.) NUT WASHER ON OUTSIDE FACE (TYP) THREE - 1/4 "O WOOD LAG SCREW W/ 2 -1/2" MIN. EMB. INTO W000 MEMBER @ 24" 0.C. MAX. 1- 1- w z a EXISTING WOOD ROOF JOIST SHALL BE PERPENDICULAR TO THE PANEL FACE 1/2" 1/2" Jl EXISTING PLYWOOD SOFFIT AND /OR STUCCO /4" MAX. 4" x 1/4" x CONT. 6063 -T6 ALUM. PLATE #14x 3/4" TEK SCREWS 12" 0.C. BETWEEN TRUSSES EXISTING GLAZING -- /SEE TABLE 2 J w ZJ a m as L t 0 w J /� to w 0 w w tut to i0 Z EQ -Ja OS CEILING /FLOOR MOUNT SECTION SCALE : 3" = 1' -0" EE TABLE 2 J w w Z -J m a1- F 0 w o O 3/4" SLIDE TRACK ASSEMBLY(BLOW UP) DETAIL Y w = SCALE: HALF SIZE tri Z E < d EMBED. — �i` -5 /8" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDU.E FOR MAX. SPACING 1/2" 1/4" MAX. w l7 0 w EXISTING •11 GLAZING J JAI 11I zm CC I Ow 1-- N w w w= v N x Z E a N t.J z z Z F w V F- 0 H N C aW cai- o z Z W w N m W 0 0 'MBED/ EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (TYP. TOP & BOTTOM) TO LOCK STRAP IN PLACE USE A THUMB SCREW OR A TRUSS HEAD BOLT TAP DRILL #7 1/4 -20 NC THREAD 1/4 -20 x 3/4" MACHINE SCREW W/ TUDDED STRAP SEE DETAIL(). 1/16" MIN. 5/16" I.D. AND 1/2" 0.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. EXISTING CONCRETE. SPACING HOLLOW BLOCK OR W000 FRAMING. (TYP. TOP & BOTTOM) NOTE: USE OF DETAIL SHALL BE IN CONJUNCTION WITH AN " h " HEADER OR " U " HEADER TOP MOUNT OSLIDE TRACK ASSEMBLY - INSIDE MOUNT SCALE: 3" = 1' - 0" �1/4" MAX. C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 WALL MOUNT SECTION SCALE : 3" = 1' -0" z ui u 0 N z V N W z O 6 0 0 Approved as complying with the Florida Ba C' ' e Date S o o NOAH - • �SI�7 Mlami Dade Product Control Dlvbloq By 1/4 -20 x 3/4" MACHINE SCREW STUD @ 12" 0.C. OR 12.5" 0.C. 1/4 -20 HEX HEAD NUT dat• 5/16" I.D. AND 1/2" 0.D. x 3/16" MINIMUM NYLON BUSHING OR 1/4 -20 NUT(GALVANIZED) FINAL LOCATION/ OF STUD OSTUDED STRAP ASSEMBLY (ISOM RIC VIEW) SCALE: 3" = 1' - 0" )JE £AVE 06/25/2002 f •tat• (Id"'r"•rn by AS MOM 1 M[R d••.qn by !AP , 08/30/02 12:48 Lth•t4•d by VP( Ora...nq no 02 -267 sheet 4 of 6 E N N N N O 0 N 0 co 0 w v O 0' v N (0 0 (0 N N rn a N ID tr N N 0 c c c c J / N O V 0 O 0 0 a / Print Information: ANCHOR SCHEDULE • FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (WI P.S F. MAX. (SEE NOTE..... 1) MIN. 2 EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12. -0" (SEE NOTE 1) SPANS UP TO 5' -O" (SEE NOTE 1) SPANS UP TO 8. -7" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 47.2 7l .lituiluuitiouttitiu- 1/4 "m ITW BUILDEX TAPCON W/ M N. EMBEDMENT (MIN. 3,145 P.S.I. CONCRETE) 35.3 16 16 16 .16 16 16 16 13 11 16 16 16 10 8 16 16 16 16 16 16 16 16 16 14 16 16 16 12 10 16 47.2 16 16 16 14 16 16 16 10 8 16 16 12 7 6 16 16 16 16 16 16 16 16 13 10 16 16 13 9 7 16 62.2 16 16 13 11 16 16 14 7 6.25 16 15 8 6.25 5 15 16 16 16 14 16 16 16 10 8 16 16 10 8 6.25 16 72.0 16 16 11 9 16 15 9 6.25 5 15 15 8 6.25 5 15 16 16 15 12 16 16 10 8 7 16 16 10 8 6.25 16 122.0 16 9 16.25 5 16 15 8 (6 25 5 15 15 8 6.25 5 15 16 10 8 7 16 16 10 8 6.25 16 16 10 8 6.25 16 (MIN. 35.3 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 11 12 9 16 16 16 16 16 11 11 8 9 6.2516 16 16 116 16 16 16 16 16 16 16 16 16 16 16 16 16 14 15 11 16 16 16 16 16 14 14 10 11 8 16 16 47.2 1/4" ELCO MW�I1 E3 /4AMIN N EMBEDMENT 3,320 P.S.I. CONCRETE) 62.2 16 16 15 12 16 16 13 9 7 16 14 8 7 6 14 16 16 16 15 16 16 16 11 8 16 16 10 9 7 16 72.0 16 16 13 10 16 14 8 7 6 14 14 8 7 6 14 16 16 16 13 16 16 10 9 7 16 16 10 9 7 16 122 0 15 9 8 6.25 15 14 8 7 6 14 14 8 7 6 14 16 11 10 7 16 16 10 9 7 16 16 10 9 7 16 ,IrM=13:1.- * PE_QMMM> 1/4 FEMALE 1 -3/4 (MIN. W/ 35.3 16 16 16 16 16 16 16 15 12 16 16 16 11 9 16 16 16 16 16 16 16 15 16 15 16 16 16 13 11 16 "m ELCO MALE/ "PANELMATE" MIN. EMBEDMENT b 1/4 -20 MACHINE SCREW WITH NUT 3,000 P.S.I. CONCRETE) 47.2 16 16 16 16 16 16 16 11 9 16 16 12 8 6.25 16 16 16 16 16 16 16 16 14 11 16 16 15 10 8 16 62.2 16 16 15 12 16 16 15 8 7 16 16 9 7 6 16 16 16 16 15 16 16 16 10 8 16 16 11 9 7 16 72.0 16 16 12 10 16 16 9 7 6 16 16 9 7 6 16 16 16 16 13 16 16 12 9 7 16 16 11 9 7 16 122 0 16 10 7 6.25 16 16 9 7 6 16 16 9 7 6 16 16 12 9 7 16 16 11 9 7 16 . 16 9 7 16 iMA * 1/4 "0 POWERS 1/ 2 EMBEDMENT /40AIN STEEL MACHINE (MIN. 3,000 P.S.I. -IN 35.3 16 16 16 16 16 16 16 11 10 16 16 16 8 7 16 16 16 16 16 16 16 16 16 16 16 16 16 14 11 16 4'? 2 16 16 15 13 16 16 16 8 7 16 16 12 .2 5 16 16 16 16 16 16 16 16 14 12 16 16 15 10 8 16 CALK SCREW CONCRETE) 62.2 16 16 11 9 16 16 14 6.25 5 16 16 9 5 4 15 16 16 16 15 16 16 16 11 9 16 16. 11 9 7 16 72.0 16 16 10 8 16 16 9 5 4 16 16 9 5 4 15 16 16 16 13 16 16 11 9 7 16 16 11 9 7 16 122.0 16 9 5 5 16 16 9 5 4 15 16 9 5 4 15 16 12 10 8 16 16 11 9 7 16 161 11 9 7 16 35.3 16 16 16 16 16 16 16 16 16 16 16 16 15 12 16 16 16 16 16 16 16 16 16 16 16 16 16 16 15 16 1 /4 "W% 1�3 /4REMNFLEX EMBEDMENT (MIN. 3,350 P.S.I. CONCRETE) 47.2 16 16 16 16 16 16 16 16 12 16 16 15 11 9 16 16 16 16 16 16 16 16 16 15 16 16 16 14 11 16 62.2 16 16 16 16 16 16 16 12 9 16 16 11 10 8 16 16 16 16 16 16 16 16 15 11 16 16 13 12 10 16 72 0 16 16 16 14 16 16 11 10 8 16 16 11 10 8 16 16 16 16 16 16 16 13 13 10 16 :6 13 12 10 16 122.0 16 12 10 8 .16 16 11 10 8 16 16 11 10 8 16 16 14 13 10 16 16 13 12 10 16 16 13 12 10 16 08/30/02 12:52 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3/4" EDCkE DISTANCE SPANS UP TO .5' -0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 TYPE NOTE 3) C3 C4 CS 0 O 2 7 35.3 16 16 16 16 16 16 16 12 11 16 16 16 9 8 16 1/4 "m x MIN. 1 -3/4" LONG LAG SCREW W/ MIN. 1 -3/4" EMBEDMENT SHEAR PARALLEL OR PE WOOD GRAIN TO 47.2 16 16 16 14 16 16 16 9 8 16 16 16 6.25 6 16 62.2 16 16 12 11 16 16 16 7. 6.25 16 16 14 6 5 16 72.0 16 16 10 9 16 16 14 6 5 16 16 14 6 5 16 .1220 16 1516.25 5 16 16 14 6 5 16 16 14 6 5 16 35.3 16 16 16 16 16 16 16 16 14 16 16 16 11 10 16 * *DDEM=2a> 1 /4 "m ELCO MALE/ FEMALE "PANELMATE" W/ 1-7/8 MIN. & 1/4-20 EMBEDMENT 20 MACH NE SCREW WITH NUT 47 2 16 16 16 16 16 16 16 12 10 16 16 16 8 7 16 62.2 16 16 16 13 16 16 16 9 8 16 16 14 7 6.25 16 72.0 16 16 13 11 16 16 14 8 6.25 16 16 14 7 6.25 16 122.0 16 15 8 7 16 16 14 7 6.25 16 16 14 7 6.25 16 1. ANCHOR NOTES: SPANS AND DESIGN LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 1. 2. ANCHOR TYPE AND EDGE DISTANCE. SELECT EXISTING GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHOR SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMEN- DATIONS. MINIMUM EMBEDMENT LENGTHS AND EDGE DISTANCES SHALL BE AS NOTED AND SHALL NOT INCLUDE STUCCO OR OTHER WALL FINISHES. MINIMUM EMBEDMENT DEPTH FOR LAG SCREWS SHALL ONLY INCLUDE THE THREADED PORTION. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 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) AND WITH OPTIONAL KEYHOLE WASHER FOR DIRECT MOUNT CONDITIONS, U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. *10.DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT @ 6 ", 6 -1/4 ", 12" OR 12 -1/2" O.C. MAX. SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. Approved as complying with N1c Florida Buidinz Cod Date O 0 /1-001-- NOASO Miami Dade Prodact Control q4.50 At 24V!. ULF Y` ..`_. J '' VJ. KNEZEVICH PROFESSIOh&At' y EMI FL U::'. revisions tie • • d' • 06/25/2002) scat• ]dr.w n by ) AS NOTE MCR d,n cn.ck.d bIT J ` f drawing no 02-267 I sheet 5 of 6 T �I ULF Y` ..`_. J '' VJ. KNEZEVICH PROFESSIOh&At' y EMI FL U::'. revisions tie • • d' • 06/25/2002) scat• ]dr.w n by ) AS NOTE MCR d,n cn.ck.d bIT J ` f drawing no 02-267 I sheet 5 of 6 AVazquez 08/30/2002 1 rn IO 0 I n N N 0� 0. N n ID N N 0 0 c c I0 N O 0 0 U O O 0 c . ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. Y EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5•-0" (SEE NOTE 1) SPANS UP TO 8' -7" (SEE NOTE 1) SPANS UP TO 12• -0" (SEE NOTE 1) SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO 8•-7" (SEE NOTE 1) SPANS UP TO 12' -0" (SEE NOTE 1) CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYPE 3) C4 C5 CONNECTION C1 `7 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 TYPE NOTE 3) C3 C4 C5 '16 CONNECTION C1 '12 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 - HOLLOW CONCRETE BLOCK rr 31 1 W/ �►i1i1t►ttWititliti►il. 1/4••0 ITW BUILDER 1 -1/4•' MIN. EMBEDMENT MIN. EMBEDMENT 35.3 16 16 11 8 16 10 10 j� .25 5 10 2 -3/4 7 4 3 7 16 16 14 10 6' -0" 100.0 12 8 6 12 8 8 5 4 1 8 47.2 13 10 9 13 10 9 8 6.25 5 6.25 5 4 13 10 9 8 6 5 8 4 3 5 3 3/ 3 j 8 6 5 5 5 5/ 5 4 / 3 3/ 3 3/ V //�� 5 5 5 5 15 11 10 6 15 11 10 3 10 8 7 4 7 6 5 3 15 11 10 6 9 6.25 5 5 9 S 3 3 6 4 4 4 4 3 3 9 6.25 5 5 i 25 5 5 5 4 3 3 3 4 4 4 4/ 8 3 � f �/ 6.25 6.25 5 5 5 12 62.2 72 0 122.0 5 3 3 � 5 5 V A 3 5 35.3 16 16 16 12 16 13 13 9 7 13 9 9 6.25 5 9 16 16 16 15 16 16 16 12 8 16 12 12 47 2 16 16 12 9 16 10 10 7 5 10 7 5 5 3 7 16 16 15 11 16 12 12 8 6.25 12 9 6.256:25 4 9 1/4 ELCO MAXISET TAPCON W/ 1 -1/4" MIN. EMBEDMENT 62.2 13 13 9 7 13 7 6 5 4 7 5.25 3 4 3 6.25 16 16 11 8 16 9 7 6.2S 5 9 8 4 5 4 8 72.0 11 11 8 6 11 6.2 3 4 3 16.2%.25 3 4 3 6.25 14 14 10 7 14 8 4 5 4 8 8 4 5 4 8 122.0 6.25 4 4 3 6.256 2 3 4 f 3 16.256.25 3 4 3 6.25 8 5 6 4 8 8 4 S 4 8 8 4 5 4 8 *ff.stmmlIMIM3. *= 35.3 16 16 16 13 16 16 16 9 7 16 14 14 6.25 5 14 16 16 16 14 16 16 16 10 8 16 15 15 7 6 15 47 2 16 16 12 9 16 15 15 7 5 15 11 7 5 4 11 16 16 14 11 16 16 16 8 6.25 16 11 8 5 4 11 t / 4•'W ELCO MALE/ FEMALE "PANELMATE" W/ 1 1L MIN. 20 MACH NENT SCREW WITH NUT 62.2 16 16 9 7 16 11 9 5 4 11 9 5 4 3 9 16 16 10 8 16 12 9 6 4 12 10 5 5 4 10 72 0 16 16 716.25 4- 16 10 5 4 3 10 9 5 4 3 9 16 16 9 7 16 10 6 5 4 10 10 5 5 4 10 122.0 10 6 4 3 10 9 5 4 3 9 9 5 4 3 9 10 6.25 5 4 10 10 5 5 4 10 10 5 5 4 10 * 1 /4"m W/ 7/8" S. 1/4 STEEL � 0 � POWERS CALK EMBEDMENT -20 STAINLESS MACHINE SCREW -IN 35.3 16 16 12 9 16 13 13 7 5 13 9 9 5 4 9 16 16 16 14 16 16 16 11 8 16 12 12 8 6 12 4 7.2 16 16 9 7 16 10 10 5 4 10 7 5 3 3 7 16 16 14 11 16 12 12 8 6.25 12 9 6.25 6 4 9 62.2 13 13 7 5 13 7 6 4 3 7 6.25 3 3 -.25 16 16 11 8 16 9 7 6.25 4 9 8 4 5 4 8 72.0 11 6.25 11 4 6 3 4 f)6.256.25 11 6.25 3 3 3 3 256.25 A6.256.25 3 3 3 3 /•.25 •.25 14 8 14 5 9 5 7 4 14 8 8 8 4 4 5 5 4 8 4 8 8 8 4 4 5 5 4 4 8 8 122.0 35.3 16 16 16 16 16 16 16 12 10 16 16 16 9 7 16 16 16 16 16 16 16 16 13 10 16 16 16 9 7 16 47.2 16 16 16 13 16 16 16 9 7 16 12 8 7 5 12 16 16 16 13 16 16 16 9 7 16 12 8 7 5 12 1/4.0 ELCO CRETE FLEX W/ 1 -1/4" MIN. EMBEDMENT 62.2 16 16 12 9 16 12 10 7 5 12 11 6.2 .2 4 11 16 16 13 10 16 13 10 7 5 13 11 6.256.25 5 11 72.0. 16 11 16 6 256.2 11 8 5 16 11 11 5.25/16.2 11 » 2516 2 4 11 4 11 11 6.2 11 6.256.2 .2 4 4 11 11 16 12 16 7 11 6.25 8 5 16 12 11 11 6.256.25 6.256.25 5" 11 5 11 11 11 6.256.25 6.256 25 5 5 11 11 122.0 08/30/02 12:57 • SEE PAGE 4 FOR COMPLETE ANCHOR NOTES. 941$ NE Z. TABLE 1 NOTE: 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD T DETERMINE MAX. PANEL LENGTH. POSITIVE LOAD LESS THAN OR EQUAL TO THE NEGATIVE LOAD AF ACCEPTABLE. FOR DESIGN LOADS BETWEEN TABULATE VALUES. NEXT HIGHER LOAD OR LINEAR INTERPOLATIO MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD T DETERMINE MIN. STORM PANEL SEPARATION FRO GLASS. Approved as complying with the Florida Oa Dst i 0 'L00% NOAH - o • 0 Pawl Dank Prudutt Control DI by T A B L E MAX. ALLOWABLE STORM PANEL SPAN SCHEDULE 1 DESIGN SPAN LOAD MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) " - 30.0 (P.S.F.) (FT - IN) 1 -1/4 30.0 12 - 0 1 -5/8 33.0 11 - 10 3 -3/8 35.0 11 - 7 O S 40.0 11 - 3 E 40.7 11 - 2 0 45.0 10 - 11 N 6' -0" 50.0 10 - 5 8' -8" 55.0 9 - 11 10' -4" 59.3 9 - 7 60.0 60.0 9 - 6 ) 62.0 9 - 4 ti 65.0 9 - 2 2 -1/2 70.0 8 - 10 2 -3/4 72.0 8 - 8 2 -3/4 75.0 7 - 11' . 3 -3/8 80.0 7 - 8 5' -0" 90.0 7 - 0 6' -0" 100.0 6 - 3 7' -8" 105.0 6 - 0 110.0 5 - 8 120.0 5 - 3 122.0 5 - 2 A B 1 E 2 MINIMUM STORM PANEL SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.S.F.) ACTUAL SPAN (L) (FT - IN) COLUMN 1 COLUMN 2 MIN. SEP. FOR ALL INSTALLATIONS LESS THAN 30' ABOVE GRADE (INCHES) MIN. SEP. FOR ALL INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 6' -0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -5/8 12' -0" 3 -3/8 3 40.0 6' -0" 2 -3/4 1 -1/4 8' -8" 2 -3/4 1 -3/4 11' -3" 3 -3/8 3 50.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 10' -4" 3 -3/8 2 -7/8 60.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 -1/8 9' -6" • 3,3/8 2 -1/2 70.0 6' -0" 2 -3/4 1 -3/8 8' -8" 2 -3/4 2 -1/4 8' -10" . 3 -3/8 2 -3/8 80.0 5' -0" 2 -3/4 r 1 -1/4 6' -0" 2 -3/4 1 -1/2 7' -8" 2 -3/4 2 Lizz Z w v 1-�. <t° LJ O. VI ce N N Q z as L2 z U fV W Z z 1.e 0 mop rn o LL V W g o.� 0 0 52 20 n • N W 0 0. • f = 3 8 :1.1 g • E=ry� z s S & ASSOCIATES, INCi 0 z 0 H 9 8 w w 1-tA vIJ �w NZ .w 1-2 0 l�} MOMMONIMOMMNO 1 V.1. KNEZ ICH IROFESSIO INEER Ft. Ucenoe .. ,10983 2002 oar• 06/25/2002 scale r N dr•n bT ASOT(], C.R] d.s,gn bfl(cn.chsdd b-y JAP t VJKJ dr.vinq. no 02 -267 sheet 6 of 6,J BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 Hurst Awning Company, Inc. 6865 N.W. 36th Avenue Miami, Florida 33147 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 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: 0.0312" (min.) Galvanized Steel Storm Panels Shutter 11 APPROVAL DOCUMENT: Drawing No. 02 -267, titled " The 24 Steel Storm Panel Shutter ", sheets 1 through 6 of 6, prepared by Knezevich & Associates, Inc., dated June 25, 2002, last revision #2 dated August 30, 2002, 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. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 0627.01 0� Expiration Date: 08/30/2007 prova1 Date: 08/30/2002 Page 1 r