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WS-10-1334Project Address 10401 NE 2 Avenue Miami Shores, FL 33138 -2058 1121360130550 Block: Lot: DANIEL LEANZA 1 Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Parcel Number DANIEL LEANZA 10401 NE 2 Avenue MIAMI SHORES FL 33138- i Contractor(s) NHTC CORPORATION Phone (305)878 - 3971 CeII Phone Type of Work: REPLACE WINDOW, DOORAND SHIUTTER No of Openings: 22 Additional Info: WINDOWS,SHUTTERS AND DOORS Classification: Residential Scanning: 4 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $0.20 $320.00 $12.00 $0.80 $333.60 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Phone Pay Date Pay Type Invoice # WS -7 -10 -38491 07/21/2010 Credit Card 07/28/2010 Check #: 10 Amt Paid Amt Due $ 50.00 $ 283.60 $ 283.60 $ 0.00 Applicant Valuation: Total Sq Feet: $ 700.00 0 1 Date Expiration: 01/23/2011 Cell Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment 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. July 28, 2010 July 28, 2010 1 BUILDING PERMIT APPLICATION FBC 2004 Owner's Address 10 O WC 2 /A City {mil t'C& vv1/l' S (n iD Y State W /t` c� q State Certificate or Registratio /5 / V 2 9• Value of Work For this Permit $ Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores. Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) bank Q.\ V-Can Z Tenant/Lessee Name Phone # Job Address (where the work is being done) l b U 0 1 N en 40 2 A fie L. City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # 11 3 C - 13 - C)65 0 Is Building Historically Designated YES NO Contractor's Company Name �� L� 2 1 / � T Pho� ne � � �-� 9 I � � �� `' 3 Contractor's Address (� - % $ S c 2 /6 � 1 c....? City /' 4 ✓ .1 s State / � L Zip Qualifier Name P®6 - 1 a4l • Phone # Permit No. V \610 ' 13 Master Permit No. Phone# (;g) •• g0.-3 I3 Zip 33 1 Certificate of Competency No. tl Lim e py BY:... 3 /q Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Type of Work: DAddition ['Alteration ['New % Repair/Replace 0 Demolition Describe Work: 0 Submittal Fee $50 OD Permit Fee $ �� _ CCF $ CO /CC �`` Notary $ ° Traaining/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 3. W See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building pernid is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature o POaA or Agent The foregoing instrument was acknowledged before me this 3 1 day of �-F Ce c7 , 20 cl by A Ci r2 l t C who is personally known to me or who has produced P' I •I€ Y 4i Ge n S e As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 62 ARANGO # 00922707 My Commission Exp APPLICATION APPROVED BY: , e � ,2�1 (Revised 07/10/07) Signature Contractor The foregoing instrument was acknowledged before me this 7 day of f 6 , 20/ 0, by 0 6.47O D , 4 who is personally known to me or who has produced.- —® as identification and who did take an oath. NOT UB C: ******************************** **** ************ *********** **** ******************************************** Plans Examiner Engineer Zoning POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That I, DANIEL LEANZA hereinafter referred to as PRINCIPAL, in the County of DADE State of Florida, being of sound mind, does appoint, AURELIO 0 QUINTERO identified with a Florida Driver License No Q 536 -014- 56 -011 -0 whose address is 9672 Pines Blvd Pembroke Pines Florida 33025 as my true and lawful attorney -in -fact. In the principal's name, and for the principal's use and benefit, said attorney -in fact is authorized hereby to execute any and all documents including but not limited to contract and any other documents necessary to purchase the following described property: 10401 NE Avenue Miami Shore Fl 33138 Giving and grating unto AURELIO 0 QUINTERO full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done in and about the premises as fully, to all intents and purposes as I might or could do if personally present, with full power of substitution and revocation, hereby ratifying and confirming all that AURELIO 0 QUINTERO shall lawfully do Jr cause to be by virtue hereof. In witness whereof, I have hereunto set my hand and seal this 20 day of December 2009. L PRINCIPAL 10401 NE 2 Ave Miami Shore F133138 State of Florida County of Dade f c� Accepted by: - -"�, P : U ©� y AURELIO 0 Q A BEFORE ME, the undersigned authority, on this 20 day of December, 2009, personally appeared DANIEL LEANZA to me well known to be the person . described in and who signed the foregoing, and acknowledged to me that he executed the same freely and voluntarily for the uses and purposes therein expressed. Licensing Portal - License Search Page 1 of 1 Data Contained In Search Results Is Current As Of 07/22/2010 09:40 AM. Search Results Please see our glossary of terms for an explanation of the license status shown in these search results. For additional information, including any complaints or discipline, click on the name. License Type Name Certified General Contractor Name Type NHTC CORPORATION DBA Main Address *: 6295 SW 165 PL MIAMI, FL 33193 Main Address *: 6295 SW 165 PL MIAMI, FL 33193 9:42:23 AM 7/22/2010 License Number/ Status /Expires Rank CGC1514027 Current, Active Cert General 08/31/2010 Certified General OJEDA, ROBERTO ARIEL Primary CGC1514027 Current, Active Contractor Cert General 08/31/2010 * denotes Main Address - This address is the Primary Address on file. Mailing Address - This is the address where the mall associated with a particular license will be sent (if different from the Main or Ucense Location addresses). Ucense Location Address - This is the address where the place of business is physically located. 1 Terms of Use 1 1 Privacy Statement ( https : / /www.myfloridalicense.com /w111. asp? mode =2 &search= LicNbr &SID= &brd = &typ= 7/22/2010 MIAMI DADE COUNTY • • •• •• • • • • • ••• • • • • • • • • ••• BUILDING CODE COMPLIANCE OFFICE (B PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Jeld Wen, Inc. (OR) 3737 Lakeport Boulevard Klamath Falls, OR 97601 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 6'8" W/E Outswing Opaque Steel Doors - L.M.I. - w /wo Sidelites — N.I. APPROVAL DOCUMENT: Drawing No. S -2104, titled "Series Wood Edge Opaque Outswing Steel Impact Door Up to 9'-0 "x 6' -8" with and without Non - Impact Sidelites ", sheets 1 through 8 of 8, dated 09/11/2001 with revision E dated 09/15/2008, prepared by PTC, LLC, dated 11/09/2008, signed and sealed by Eric S. Nielsen, P.E., bearing the Miami Dade County Product Control Revised stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile And Small Missiieimpact Resistant (Doors) w/ wo Non - Impact Resistant (Sidelites) LIMITATION: Miami-Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and supersedes NOA No. 07- 0731.04 and consists of this page 1 and evidence pages E- land E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. •• ••• •• •:• .• • • •. •• • .. .. • ....... • • • ••• • • • • • • • MIAMI -DADE COUNTY, FLORIDA • • • METRO -DADE FLAGLER BUILDING l40 FLAGLER STREET, SUITE 1603 • • MIAMI, FLORIDA 33130 -1563 • ' • (305) 375 -2901 FAX (305) 372 -6339 • • • . ;. n ww.nuanudade.gov/buildinecode NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Page 1 Jeld -Wen, Inc. (OR) A. DRAWINGS ••• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • -• r• • .•: • - ••• • • • •- .. l.,' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • • •• • • • •• • . • la • • • . • • • s •. • • • • • • • • • • • • s •- . • • ••• `U_. •••,••• • .•° 1. Manufacturer's die drawings and sections. 2. Drawing No 04n4, tittd," etic Wood Edge Opaque Outswing Steel Impact Door Up to 9'- 0 "x•6'- 8''with iviQut Ton- Impact Sidelites ", sheets 1 through 8 of 8, dated 09 /11 /2661•Mtli revislon'E'daged 09/15/2008, prepared by PTC, LLC, dated 11/09/20087, signed and sealed by Eric S. Nielsen, P.E. E. MATERIAL CERTIFICATIONS 1. None E -1 • D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). r B. TESTS 1. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 5) Cyclic Wind Pressure, Loading per PA 203 -94 6) Large Missile Impact Test, per PA 201 -94 Along with marked -up drawings and installation diagram of Outswing and Inswing wood edge opaque steel door, prepared by Certified Testing Laboratories, Test Report No. CTLA -696W, date 11/01/2001, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA # 02- 1211.18) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by PTC, LLC, dated 07/11/2007, signed and sealed by Eric S. Nielsen, P.E. Complies with ASTM E 1300 -02 (Submitted under NOA # 07- 0731.04) F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance, dated 07/19/2007 by PTC, LLC, signed and sealed by Eric S. Nielsen, P.E. 2. (Submitted under NOA # 07- 0731.04) 3. Laboratory addendum letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 04/11/2002, signed and sealed by Ramesh Patel, P.E. (Submitted under NOA# 02- 1211.18) 4. Laboratory compliance letter for Test Report no. CTLA -696W, issued by Certified Testing Laboratories, dated 11/11/2001, signed and y ' : esh Patel, P.E. (Submitted under NOA# 02- 1211.18) Jaim D. ascon, P.E. Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 Jeld -Wen, Inc. (OR) • ••• • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • .. • • • • • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED • ..• • • • • •. • • • • • • ••• ••• • • • • • • • • • • • • • • • • • G. OTHERS _ • • ••• ••• ••• • 1. Notice of Acceptance No. 07- 0731.04, issued to Jeld -Wen, Inc. (OR) for their Series "6'8" W/E Outswing Opagne;$jecl ip : M f. - w /wo Sidelites — N.I. ", approved on 12/20/2007 and:eip riiig on IV/ S/ 5 /2012. H. LIMITATIONS 1. Miami -Dade County Approved Impact Resistant Shutters or Protection Devises are required for the Sidelites. 2. Miami - Dade County Approved Impact Resistant Shutters or Protection Devises are NOT required for the Doors. E -2 Jaime D. Ga ons Chief, Product Control Division NOA No. 08- 1015.05 Expiration Date: August 15, 2012 Approval Date: December 12, 2008 DESIGN PRA RAIDS - 11161E WET D>fVR T RE NT 6 EOM ROE OOOR WIT 06 A X0. On) WAD /011- 68 56aBatS +86.67 psi -70 psf ootaE DOOR ter fa 0106 go, 020) B'/i0 M14-111114CT senne +57 per -cry Psi , JELIIWEN® Steel 1 J 8'-0° WOOD t OPAQUESTEaQU7$W/(Q iMPACT DOOR UA6fS WITH& WITHOUT SWIMS GENERAL NOTES 1. THIS PRODUCT S DE57CNED TO COMPLY WRH THE CURRENT FLORIDA EVADING CODE MD HIGH MOM' HURRICANE ZONE '1M15' REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOOS TO THE STRUCTURE 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LCOA1KXi DRAWINGS ANCHOR EMBEDMENT 1D BASE MATERIAL. SHALL BE BEYOND WAIL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. VHS PRODUCT gm THE WATER REQUIREMENTS FOR 1ANH2' ZONES. SEE THE DESIGN PRESSURE BART BELOW. 6. DOORS ARE IMPACTED AND DO NOT REQUIRE MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI -DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELRES. B COIVFlG AN OPTION 4ND CAN BE USED IN A MOLE OR DOUBLE RESIDENf1ALAHSUTATiD STEEL DOOR (Common toaD turns conddom4 • • • • • OOMPONENTCONSTRUCTIONS: • • • 1 &tants 241e #0020 c ps Galvanlzed Steel A -525 • cmnmeRXal quallXs 4100 p Ohj enrage minimum yield • • streruglh F a �24,600 psi ••• • eel polystyrene 141 Islet daffy, by • M1 -s ; 1NC.• •••• 1111. :lfhlll lyl.•Il atUve anrilla panels are constructed from • 4GA (0.020 mire) gavanized eteeL The face sheet tops and bottoms are • • •' • Lent EV over t e top bottom MIS top ix rail measures 1.67' • • u • We x 1.042' Nat The steel batten, fa» le still farmed 0.021' galvanized • • • • Feel ' 1.1/k:ide x 1.21'400,0w sides of the face sheet are • rolI fanned the LVL latch stile and Ponderosa Pine hinge stile which • • measure t.67' ?Le. Tim bderirattai • Mt lied with polystyrene. The face sheets awe glued 4o are polystyrene. • • thstlikkrrgleds: is censbuct d from J4G0. (0.020' min.) galvanized steel. The edges of the face shaei are bent &0' aver the Care • tbd glued 11 R•11heslielite panel! are Hbdled to receive the LIe Frames or they aptioaal Trinity Ught Frames. (See sheet 7 for glazing detels.) The lite frames are sear w/ QSD glazing compound on the fonagaltasks The frames are constructed from Ponderosa Pine jambs measuring 125' wide x 4. 5625' deep The door and sidetlte heed jambs are mortised and butt joined to the side jambs and attached with (3) 16 GA 2' x 7/18' crown wire staples. The units use a standard bump fate P mko threshold measuring 4.041' deep x 1.0' high. The threshold is attached to the frame with (3) 16GA. 2° x 7/16' crown wire staples. TABLEOFCONTENTS SHT 2 3 4 5 6 7 \ 8 UNiT COMPONENTS DESCRIPTION OVAL NOTES AND TYPICAL ELEVATIONS VERTICAL CROSS SECTIONS AND BILL OF MATE6ALS HORIZONTAL CROSS SECTIONS HORIZONTAL CROSS SECTIO S AND NOTES ANCHORING LOCATIONS AND DETAILS ANCHORING LOCATIONS AND DETAILS GLAZING DETAILS 81.25' LYNX. 0A FRAME HEIGHT 0.625' 81.25' i1AX. OA FRAME HEIGHT .875 TA - 38.825 MA. 0A PAIL KO IV/ASTRAGAL .875' TIP. 0.625' 80 MAX. 0A PANEL EDIT 80' MAX OA i94,aEL HELM -- 74.5 MAX. 0A FRAM WIDTH --- El El INACTIVE V v o El g v e • � - .125' 39' MAX. 0A PANEL. WIDTH e OV El El ACTIVE v v o DOUBLE OUTSWIND IMPACT UNIT (Q 3715' MAX. 0.4. EIZLEMILEZER FRAME WIDTH 38' MAX 0A PAM WIDTH pal OUTSWMG IMPACT UNIT Qt) REMAILEMR TABLE 1: 80' MAX. 0A HEIGHT 81.25' MAX. OA FRAME HEW 0.75' 1 Division 80' MAX. OA PANEL HEIGHT 81.25' MAIL 0A FRAME tEIGHT 0.625' PRODUCTRTiVISED oswrinlyiognth the Nada BilLos Cent Ac^✓.psse No • 1 0.75' - a625' c o .05 L 70.25' MAX. OA FRAM WIDTH .75' MULL. BAR TYP. .875' 3B' MAX OA TYP. PAM/ WIDTH 107' MAX. OA FRAM WIDTH .125 75 MULL. MAX. OA BAR TYP. PANEL WIDTH 38° MAX. 0A Oestel. Pma WIDTH ✓ v v Gro t (.1 ( Erlo Florida P. S. 1535 Cogobil Sub C25 bold**. Florida 32055 Nye WINO d AdArdegran Na. MB 15.5' MAX. 0A SIDEUTE FRAME WIDTH 14 MAX. 0A PANEL WIDTH 8' MAK, OA 0.1.0. WIDTH 63. 25' YA OA DLO. HERM IIT�T (0X0) M FROM 7E 15.5' MAX. OA SDEUTE FRAME WIDTH 14' MAX. OA PANE. WDM 6' MAX 0A DLO. WIDTH 83.125' MAX. 0A 0.1.0. HEIGHT D0U E OUTSINS IMPACT (iNIT (QXXO) W/ NON - IMPACT 1111RE5 vIEIYEO FROM ExrERI s Prepared Sy: Phase 321-880-1788 For 321- 690 -1789 SEA N.T.S. DWO. Ern JWJ DRAI1NO NO S -2104 mar .± or 8 mac. 1m S. SAFFELL • • • • 1.34" MIN. &WEL 1.50" MIN. 0.25 EMa MAX. SHIM EE DETAIL 7.„," ON SHEET 5 • • Is • • • • • • • • • • • • • • • • • SEE NOTE 9 ON SHY. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 • a =.' 4 "1 • . . • • • 1.75" .2.50 MIL! MIN. EDGE DIST. HI CONCRETE/ MASONRY BY OTHERS • • • • • • • • • • • • 1.75 MIN PANEL. TIRK ED.Nd a6.1 SECTION 80.0 • MAX 0.A PANEL HEIGHT • • • • • .625 CONCRETE/ MASONRY BY OTHERS 0.25 MAX SHIM 81.25 MAX. 0.A. FRAME HEIGHT 1.25 MIN. EMB. 1.50 MIN. a EE DETAIL 7 ON SHEET 5 SEE NOTE 6 ON SHT. 4 SEE NOTE 2 ON SHT. 4 SEE NOTE 2 ON SHT. 4 1.75" MIN. PANEL THK, 0.125" MIN. GLASS 174K. CONCRETE/ MASONRY BY OTHERS SEE GLAZING SHEET 7 ..,- ., , 41,:‘•:, .,.!:::,.. SEE NOTE 6 11":•:•1 :.;,.. ON SHT. 4 : ..; ..('.:1,.. ON SHEET 5 . SEE NOTE B \.s\ 7 : .. . p.e. '7.' (I) \t ..i.: 1 ' ON VT 4 DETAIL ..........:: .;,..„ ::.ej .50 MI&I MIN. EDGE DIST. ( VERTICAL CROSS SECTION V.) SIDELITE SASH SEE NOTE 3 ON SHT. 4 SEE NOTE 3 ON S 4 MAX. 0.A. PANEL HEIGHT CONCRETE/ MASONRY BY OTHERS mosir5:Firi.lizum , 0112,11, 4.)1111•111111111111111111 KM Mit 6 .111r771111 .111 KM toik- tilL. . 11 11171ING17 Cr!31111111E11. irir FF_A Fi.g I I I I IIIIIIIIIIIIII 11111E7 111i;.!M killEM11■1111E t tdilii. • Ff AU 11F ".".11111 ITIVIIIKA1111111■1111111 Pla:■14E-IFE , 1 7 23111111111111111111111111111 FBI mr Ark 311111 MEMO lalltaTail,101M111111111111011/11IFT0410 IFX1 EMMA - .i - 7; - .i.nr61!LIttiWnIMMININIIIIMIINVI 7 A11111 Tu. , u E70;1•111EP5IIN rivrEicrnimmi■ illriT WEI IMKEIN11111111111111111111111111111111 lE13111111■1111117! 29 DOOR HINGE gar 10 x 1 .3 0.25 Andlitall,(1221! SCR 10 x 1 P S CONE LAWRENC VIF7WTo:5,7175IGGG By 11111F . ROUND.1 a .'Uri.VagaiellKoZzliie.11P1711;2_ 11111 •; su 1011111111111111•11111111111111=11111111 C.11 t 0 1 IFIIIDIFrAftibitaAll it IFEW!APuite.- 80 6 - LtNi "FILL .4-_ I UM VAL , 1 7 lum YALE DEADDOLT eati:1 1 IA:SWATS) MPERED or FRAME SCREW 0.0 114. e' J• PONDEROSA PIN MED. 71 HEAD sti AJ -" • 4- PINE 11111 iLiAt E117 01021i7Er1.. 1111111111 ,I11111 111 PIIIV.7 NU a tali 41 PJ;11 W 1111EMIE ariliWiler IUDi WON 111F11741111 GLAZING CO31...!..-0 DOW 11:: 10 WOOD 1 ALLATION SCREW W 1.50 M1N. EMBEDMENT • ji „1 • ••■ wadi EMI ImAill.tmatg. iiTT MODUCTREVLSED as crnarlyarg vita tbs Florida Bat% Cads 13- . BY Miami Adu Division & alai( Florida P. E. Oh 41323 pm us 1533 Cogswell Slowg. Suite C15 Roeldatga, Rog& 322511 325 Meals • sathososte 55. 25132 Primed By: Ar Vaili M " PTC, LLC Phone: 321-890-1788 Fax: 321-690-1789 PRODUCT REVISED es complying with the Florida Building Cade AoceplanceNo • J/E'fi Data -lira- 122 1104 S-2104 star 1. 4 •..•• • • ••••• • • • • • ... • • • • • • .. • • • • • • • • 1.75' MIN PALL INK ..•. • • •••• ••.•.. • • .. • •••• • • • SEE NOTE 4 ON SIT. 4 © LATCH MS oOoSU� SECTION SEE NOTE .1 ON SIT. 4 SEE DETNL 1 ON THIS SHEET © HORIZONTAL ARQSS� SECTION EOM ® HINNG 1L4MB 1 SUCf, 24 TO S1IL A TTACHMENT 1T 1124 NOT SHOWN THIS VIEW FOR,OiARITY. ASTRAL T BOLTS (2) TOTAL; (1 EACH) 0.31' DN x 90' W. AT TOP & BOTTOM EIe s A�Lsa Fbdde P. 2. Na 41323 1535 Cessoll Suite C211 Roddsdp. 32235 F!E QMffio•b d ae.oeooe M0. Ma PRODUCFREVISED as complying Maths Ploddo Buildiss Code !: 0 - OS Eir o n • 2 . 4: f '12 By )vfIeuti r..,: p , h Divsiou Prepared By: PT4 us Plana 321 490-1788 Fat 321-890 -1789 PRODUCT REVISED as complying with the Florida Buiding Code Acceptance No • Expiration Dise MASONRY BY OTHERS ax en S. SAFFELL ORONO N0.: 5 -2104 air or of 0 o o® oar 9 -11-01 SEE GUM • • SEE • ON SHT. • • • • • • • • • • • • •• • • • • • •• Wryir.0.. • 0.7r � • • •••• • • •••• • SEE NOT1*. 5 ON Sftr. 4 SEE DETAIL 5 ON SIEET 5 HORN SECJT N AT SI T A p`•• :•• 4 : FOR 146 T . /10 x 1� SCRE111r3 ATTACHING THE DMA, ASTRAGAL TO THE INACTIVE DOOR IS MP DQ UP 1;0 2.5; 40',.5.5; 13:0; 1&0' & 260'. 2 SPACI70 FOR REM i ' /8 x 1 1/2' PLASCREW IS AS FOLLOWS: JOP & BOTTQM. HOWONTAUY. SIDEU1E PAW,: 3.0' ON FROM EACH CORNER. C LY F 1 T H E S I O F ] J I F P A a t 3 . O " . 134;' 2L10; 3841 5201& 81 • 3 S P A C O 4 FOR . ITEM 0t 1WE 1 „ A x 314 LSD TRIM NAIL ATMOtMO!IO THE QUARTER ROUTO.T0 THE S10ELnE'AND ogit /9Tie 16CA. X 1" LTI 0 TRIM NAIL ATTACHING THE MUWON CV- 10 THE MUWON DM VOTTICOAS AS MO S: JOP & BOTTOM H0WZONTALLY (fOR THE 3/8' RAR1E0 foul ; 1.25 FROM FACIL CoiwilTH (1) M L ►N>Q -5 ,i),. 1a:11, „ l c 44L -- -- a .:,iut: ;ill All _ .! 1:. I,1 ... 1.25'. FROM EACH E & SIX MORE EQU1LLY Sp 0M THE 12 r 4. MEN ATTACH= THE SDK PLATE TO THE JAM AND BUCK USE NM /25, A 18 x 2 1/2' PFH WOOD. SCREW WHEN ATTACHING THE SIRIfE PLATE TO THE JAMB AND SIDEIJIE JAMB AT THE MUWON USE REM 124, A /8 x 2 PFH WOOD SCREW 5. SPACI G FOR ITEM 125 THE 18 x 2 1/2' PFH WOOD SCREE ATTACHING THE JAIL TOGETHER AT DE MIA.UON, IS AS FOLLOWS: 6.0' FROM EACH 147IIC4L CORNER KM (4) MORE SEWS EQUALLY SPACED ON DE FEiD, I t THE SIDELRE PAVi IS SEWED ►NTQ THE SIDEUIE JAMB W/ REM /29 SUCK CAUUC ON THREE ZS AND 3/8' QUARTER ROUNDS SEWRED WRH REM 131 BRAD TRIM NAILS x 3/4' LONG. 7. WHEN ATTACHING THE H04GE 10 THE JAM AND BUCK USE REM 07, A 110 x 2' PFH SCREW WHEN ATTACH THE HINGE TO THE JAM AND SDEUIE JAMB AT THE YUWON USE OEM /14, A 110 x 1 3/4' PRI 8000 SCREW. Z8. SPAt3NG FOR ITEM #49 THE #6 x 1 1/2" WNW SCREW (IRJNIIY ULEFRAM'') IS AS FOLLOWS: A SDELDE L1TEFRAIO FP41 THE 'TQP DO6Nd VERTK:ALLY: 325' 18.06251 3281251 47.5828' & 62625'. ,'ELITE LITEFRAME TOP & BOTTOM. FROM THE LEFT: ONE (1) SCREW AT 4.4375'. 9. ALTERNATE CONCREIE/MASCNRV INSTALIANON ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE ` USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR 1FE PROJECT OF INSTALLAIIOM 10. USE ITEM 151 WREN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. UEE ITEM /25 WHEN INSTALLING INTO MILLIONS. USE ITEM /16 WHEN INSTALUNG INTO CONCRETE /MASONRY SUBSTRATE AT MUTE S£ 11e; 1.1 /• . . 4 1.50" MIL MED. 1.75' MIL PAM RR SE NOTE 5 ON Silt 4 SEE DETAIL 5 011 SHEET 5 HORIZONTAL CROSS SECTION ql AT SIDEUTE TO HINGE JAMB ON NOTE SW. 4 SEE NOT E2 SHT. 4 a SEE NOTE 8 ON SHT. 4 SEE DETAIL 5 ON SHEET 5 0.25' MAIL SHT r‘1•=14 M 0.75' SEE GLAZING _ WARS, SLAT 7 EXTERIOR I{ 1 . X52 F7odd4 P. �6 41323 MC t CervellStriet, Seartexte ib C25 SE NOTE 0114 SEE NOTE 6 ON SIT. PRODUCT REVISED mcrami with the Florida ikildieg Cods Ae.:,ariwra No Evasden EY Miami 5 ego Prods= Calm! Givislan SEE GLAZING DETAILS, MEET 7 INTERIOR HORIZQNTAI, CROSS SEC710N At SIDELITE TO BUCK Pa ed By: PLC, LLC Phone 321 - 60-1780 Fax: 321-880-1789 ORM NO 8-2104 04 ea to ate sreer ° L 81.25" Oh. FRAME HE CHT • • nom • 1•• • • • • • 4 '.+►..- • • 6' Q 13.85' • • �. • • 6" .• . • 74.5 MAUL OA FRAME MOTH SEE oum. /- ON THIS SHT . . 1 .] .. t • --- 9' 1YP. --6 TYP. I TYP. • ' , . 12.125' •• • + +_• Y 1YP rot •. • ON IIDS SLIT. DOUBLE DOOR ITH St MINOR LOCAi�Mi SEE OE #JL 5 ON THIS SIC - SEE DEW 4 ON 1H6 SHL 5.50' I STRIKE PIATES ID ASTRAGAL 70.25' MAIL 0A FRAME I11DTH SEE DEM; B ON DIIS SHE 15.50 9` TYP. �• 6'TYP Ipl 3' TYP 1 1 I1 11 TYP. SEE NOME 5 — ON SHEET 4\ $OICLE DOOR 'L'!WED FROM RUMOR LOCATIONS Eri• Milan Rad a P. L No. 4t323 1536 Clopolna 914 CM WO 355 Fx}x 06026 M M16,5 1* N2 26105 SEE DETAIL 4 "® ON THIS SIC " if es�yi UFlasida &�n.icada Acitaae • :TII9F I - n. • Division COUNTERSINK FOR INSTALIATION ANCHORS Avowed Bp PIC. LW Phone: 321 -1788 Po 321 -890 -1789 PRODUCT MIMED es complying with gaol/Ada Building Code Meows. No Expi Lion Ali Product Division vk' E NO: 5-2104 age 9 -11-01 FLT.S:- • mil. en JAI Sec BY S. SAFFELL • • •• • •••• -107" MAX 0A FRAME MOTH 1 &41' IYP. • 13.41' JW - *-3 ° TYP 1 11 1 III 111 II 1 ,.� • • . TYP. TYR - • ° • • SEE DETAIL 8 .. - • ON SHEET S s. •' 5.501 I ! • • Q TYP t l I , F F .. L 7' TYP. : i1— OETAII. 3 ON 51.1117 5 PM DOOR MN SIDELRES ANCHOR LOCA110t MIEN FROM INTERIOR SEE CUM 4 ON SHEET 5 c5) • PRODUCT REVISED . es implying wh tha Florida Buii?iog Cede AcopEcoNo !a<• 1 IS. � 1 tM 9 -11-01 • • • • • • • • • • • • • • • • • • •• • DIAL I ODL UTE FRAME MOLE PAW 1/8' WEED GLASS ram POLYOOM PP5530 C13 • • • ra • • •• • CLAM DETAIL MWY E MK 1' LEWD TEMPERED GLASS WPOY EU-5007 0.12.5 TEMP. GLASS 0.125' MP. CLASS aso MIN 0.125' RDA 0.250* AIR OIASS MASS SPACE I 0.125' MP. 0.50 .25' x .50' GLASS MSS SEEL BITE INS vt estwito iimPERED Gass IOW to-se Eft 414.kla P. L No. 41323 PTO. U.0 1836 Coped eat 11411 C23 RodliolOo. Floado 32115 MR Made at MOW Wm No. 211X PRODUCT REVISED os complying wIth tin Florida 13111eriog Acovtans No • S. Prepartd PTO, U.0 Phone 21-690-17118 Fac 321-690-1789 IRODULTREVISED 39 complying with the Florida 3u6ding Codo AweiminceNo ExpiontanDste -A-771-4 Zuni Pro4 Cowl Diviskm 5 a 9-11-01 SUM M7 . rat cik EN: S. S4FFELL C415110 NO S-2104 gar _Li' _IL • • • • •• •• • • • • • • •• • • 0008 ROTTON RAIL 12 24GA (0.021' Sfm. • • • • . .. • 1.845' 44 OA' • 0.8;31' O 1 ,_ — ! Q5 - .1? • • �a • • • 0.4" • • • U53 - ^ • • • • • • • 10 SCHLEW. 0 -LON�Q 650 .• •• • • • • • •••• • • •• • • • • Atm. HAS 11V 0.3125' 01a LNG BITS; Ott TOR 1. QN BOJT0h CaffileaUIRE JOIWtm PONDEROSA PINE WOOD O 41 a" (OIPERIAL 0.17.5' S° 11.975' OL& YARD WRFC HARDWARE USED 1.00' 0 111211.192L2111 LVL WAD W &0f2f 15 FAIR JOINIED PONDEROSA PONE r - 0.51.3' 1,74 20° !(lf�i1S n 1.54' 1 1.042' —.l 11 LVL _11.013' 1 - 2.52' `... ®' . WROP g 0.375' 0.375' --1 F T 1.375' I+ 47.x. r 1.25' L 1 28 MILLION C 28 (e :5 4 4.5625' © 0 2.19' ---� 0.75' 0.50' MUNI FINGER =TED PONDEROSA PINE 0,0, 4- 04 A s i�ri 1.59' frig S. - i FIm1b P. ff. N6 41323 1 R 32255 RSV Cenoits d •ago. MO. 25935 - 0.125' 1.75' 2.62' P0L PR By I L J L 0 0 0 0 1 4.00 0 4' x 4 ".x 0.097 STEEL 1 — - 0.58. 1.00' 4.041' k1tl,7! . 7 : eU.:•dt 1 I 1111;i 4"111I'.1 Le.. WINDED ALUM IN WDH WOOD IfSERT Pnpnd Now 321 - 690-1788 Fax 321 -690-1789 DM 9 -11-01 scars N.T.S. ova at JWJ odt, eit S. SPELL DRAIN NOt 5-2104 user w$ PRODUCT REVISED as complying with tFlorida Building We , - » fIi Division ;41 04; Fax • 0'9 /2O0:j 11:11 W1 FR :M: Fa:: Garcia D:cr 4T'ndcm T7: 305 33731)17 • i.. • • • ••• • • 13/29/20k37 07:54 3058831309 :•! • Y A c e& uorvOn W ?NDOWS. • •• • • • • • • • • ••• • • • • ••• PAGE: 001 OF 007 • ••• . • • • • • • • •. •• • • • • • • • • • • • • • • • • . • •I • • • • . • • • MLAM •'' m 0 4 MIAIVII ThWE COUNTY, FLORIDA COUyiY •• • • • •• M ••• imeo- DADSFLAt BilitDt�t0 GLER S�'I • 14071ST I•LLA UVD.DING CODE COMPLIANCE OFFICE (Bean • • • • MIAMI, gi 33138 -156 PRODUC r CON'r RO DIm ION • - - - ' ' • - • • • • • • • • • • • • • • (305)375-2901 (3a 1 FA5} 00575 PAGE 01 NOTICE OF ACCEPTANCE (NOA Yale Opron Windows and Doors, Inc. 8130 NW 74'" Avenue Medley, FL 33166 SCOPE: ations governing the use of consGcuction mat NOA is being submitted b me tteapplicable a been reviewed by Miami -Dade County Product Control Division materials. e de documentation t1 Bo rd f su nd la (BORA) to be used in Miami Dada County and other areas and accepted by the Board of Rules and Appea • (B where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the wiretap date stated below. The Miami Die County Prodnct tC n i gM Divisive (In Miarni Dade County) andlor true AHJ (in areas other than Ml D e County) or reserve fails i right tin product or material tested for quality assurance seS• and tee ATV may perform have this prod manner, the manufacturer will incur the expense of such testing end perform to the acre and d the use of such product or material within their iurisdictium. BORA ist th e re right to modify, cu suspend revoke this acceptance, su if it is determined by Miami Dade County Product Control reserves th tof the applicable binding code. Division that this product or material fails to meet the requirements of comply w the u Elation Building prchduut is approved as described herein, and has been designed Code, including the }Ugh Velocity Hurricane one HESERIP` Series 800 Aluminum Awning Window APPROVAL DOCUMENT: D No W98.21, titled "Series -800 Alum. Awning Window (N 1r P sheets 1 through 4 of 4, dated. 03/03/98, with revision 1) dated 05/1.5/07, prepared by Al AI- C Rep q Corp Reno oa signed and sealed by Humayoun Farooq. P. E., bearing the Miami D P ade County v l stamp with the Notice of Acceptance number and expiration date by the N_fiamit Dade County Division. MISSILE IMPACT RATING: None state and LABELING: Each unit shall bear a permanent label with the maBufactarees name or logo, city, following statement: '"Miami -Dade County Product Control Approve ", unless otherirse noted herein. RENEWAL of this NOA shall be considered after a renewal application bas bees 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 been a vi isien of of of this in the materials, use, andlor manufacture of the product or process• any product, for sales, advertising or any ether purposes shall automatically terminate this NOA. Failure to section of this N s hall be cause for termination and rmOVal gf NOA,, comply. with any the words lviami -Dade Courey. Florida, and followed ADVERTISEMENT: The NOA number preceded by of the t:lOA is displayed, then by the expiration date may be displayed in advertising literature. If any portion it shall be done in its entirety. video to the riser by the manufacturer or its INSPECTION: A copy of this entire NOA shall the h job site at te request of the Building Official. distributors and shall be available. for inspection S)s_1 B c, as well as This NOA renews NOA * 06- 0628.02 and consists of this page 1 and evidence Ialge approval document mentioned above- Manuel Perez, P.Ts. The submitted documentation was reviewed by NOA No. 07.0305.10 Expiration Dates September 17;3011 Approval Datht Jui* 21, 1 2/912003 11:11 AM FROM: Fa :: Garcia Door _Window TO: :05 337 017 PAGE: 002 OF 007 1 1:i /2A f 1i'f: b4 :db1:38 i1 :31 • • •• .YALE. Iskih' 11`1 1•1DLIWS —.• •• • • i •• •• • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • ••• • • • n Widows and Boor no. • . • • • • • •' ale ... . CE OF _C = ?AN>�E: : ,3 E . S t MT'L'El3 .• • • • •• ••• • • • • • •. • A.. DRAWINGS • ,• •• 1. Manufacturer's die drawing�addis 1O$'4'Qf • 4, nflad"'Series 800 A1u � Awing 2. Drawing No W98-21, Sheets 1 through oration, dated 03 /43/98 with revision D Window (NI)", prepared. by Al �arooq tP P.B. dated 05115/07, signed and sealed by Uumayoun Farooq, B. TESTS reports on 1) Air Infiltration Test, per FBC, TAS 202-94 1, Test rep 2) Uniform Static Air Pressure Teat, Loading per IBC TA 202 :94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test pee FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation dial of a series 800 aluminum .... awning window, prepared by Fenestration Testing Laboratory, Inc., Test Refit No. ado, P,>. F rL -5099, dated 11/24/06, signed and sealed by Edanrndo Largaeme . 2.. Addendum !error for teat report FTL -5099 referenced above dated AeceMber 22, . P _ - . 2686, signed by Carlos . S. Rionda, E. _ .. 1) per PA 202 -94 on: Air Infiltration Test, p 3. Test report 2) Uniform Statie Air Pressure Teat Ladin g per PA 202-94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per SPBE 3603.2 (b) and PA 202 -94 along with marked -up drawings and installation diagram of at aluminum awning window, prepared TL d by Fenestration Testing Laboratory, Inc., Test Report No. E - 1827, dated 12/330/97, signed and sealed by Gilbert Diamond, P.E. 4. Addendum letter for test report FrJ. -182"1 referenced above dated August 17, 1995, signed by Mr. Manny Sanchez. 5. Addendum letter for test report FFL -1827 referenced above dated August 25, 1998, signed and sealed by Mr. 01W Diamond, $ -E.• C. CALCULATIONS complying with FBC-200 1. Anchor verification A cat C Corporation, and dated June 24, 2006, signed and sealed by prepared by Al. aces +�Pc�ri Uumayoun Far-:toe, P.E. Complies with ASTM E1300•98/02 prep by Fa1ooQ °n, 2. Comparative analysis and anchor calculations, dated March 11, 19913, revised on August 23 and 26,1998, signed and sealed by ti maayoun 1 arooq, P.E ALL— Product Cb l ‘ ' iin Np11�Fa -� Expiration Data: September 17, 2011 • Approval Date: June 21, 2007 I'AG� b2 :/9 :003 11:11 AN Fr ::.li: Fa:: 3ar•.i.a Door Wlado T4: 30' S371017. FADE: 003 OF 007 10123/007 0"1:54 3058831309 OF • • • • • • •:•yetg ppai WIIs • • • • • • • . • ..• . . . • ••• ••• • • • • • •• • • • • • • . •• • • • •• ••• •• • D. QUALITY ASSURANCE • • • ho�cc.•Cg�• 1: Nfiarni Dade Building Gode.b .. • • • • E. MATERIAL CFNITFICATIONS t. Nonc. F. STATEMENTS � , June ?k :'•g° and sealed �► Hnmavouar 1, Statement letter o €camp Pamoq, P.1� 34, , sited and sealed by 2. Statement letter of no financial fate est, dated May H r oayom Faxooq• P.E. , Ffir 5099 i by genestratit►u 3. letter for Test Report and sealed by . dated May 10, 2007, sib Largaespada. PS. G. OTHER Yale Ogron Mp g Co., ' • 1. of Act No. 06+0628 02, issued on 08103(06 and for their Series 800 Alums Aiming Window, approved on 0911 Z. E -2 • • •• • • • • PAFE 03 Product Coolie! Undyed= Data X 17,2011 - Appoisi Daum Awe 210007 • • • ...- SER1 -$0a ALUMINUM AWNING WINDOW 13e#G01 LOAD WINGS FOR THESE WiliCt315 TO EE AS PER Ci3 S %OEN /ME • WPROsi . aPPtIES TO SNC E Ett4fTS cR SIDE BT - CCIrr OF JWh'4G /AWN Q4 At1A741NG WITH GllttR *Num Toffs N 44D1�F.5 OF TWO OR %4ORE mows USING IXAIff -r.ACE rCA1Ni1' APPR dED MULLIONS 'W SEMEN_ WEER Caw G4 PRESSVgE FIXAI 1111- tD011arS oEt UWON APPaCVAL WILL "AFPLY TO ENTIRE SS'STift. THIS PIM= FtAS BEEN •00:TONED A140 TESTED TO OQWLY $1114 THE RECcIPSTENIS OF THE FLORIN BUILc* c COOS 2004 EC0014 (t. aa05) FOR TH 1+EIeC E Rai 1T kA NOE (141}(2). . w0c0 BUM BY OTHERS. W U$T OE ANCS.KRED Pf VJ ..Y TO TFA SFER LOADS TO THE STFOXTURE, ANCAOrRS SM. SE AS USTID. SPACED J5 -SHOWN 1044 OE A S, MCHCtTS INIXDONT TO IIASC MATERIAL .31414.1. 8E Bti'0h a Aga CRESSIOG OR SIUCCO. ANC40R040 Ca MONO CONDITIONS' MOT SF40NfII IN THESE CE1M.S ARE HOT PJAT of THIS PI SlL. A' LAID DURATIGI ISCREME IN ,a Lc81F 3TRE5S LS USED IN DMA CT AIIONCIRS IWO 0103D ONLY. a41Cra LS 1$Q`J + OUT f1IF LWffID TO STERAETM. Sarin. TM ONE krD C ,ha 411114 01hT;R vt9SMILAR: LATER M$ SItALL WET T44f REDUIRE14ENrS ti 2004 AMU BUM. COLE SECTION 200.3 -3.4 WPL•BMR 2005). 3,1r0 RV.. I :•W O ZS "t as _S i - .= JUL 2 1 2010 1 d r---� 1 YEW TINYfOTIOU V1ENf . ,L 13 DCTERIOR GLAZED WTFH MU. FORWE17 ALUMINUM GIA22.10 BEAD A140 'GE 1000 SILICGWE ('SCIfiEE M0 AD 55,55' GLAZING G0WF k O #'E1O ('1.) • GLAZING DE'pALM, 4401E: GLASS CAPAC1I1ES Ot# T#1I5 SHEET ARE 13,ISEII ON AST1d E1.3300 -02 (3 SEC. GUSTS) WITH RE UC1 N5 FUR FE1XI6LE SUPPORTS 10 COMPLY 111TH SECTICtN 2403.2 OF FEC 7.004. EDITION. ..4 „ 'P. 1 r- ]1'PICt4L aE'MAa1 L 0 JECT i O CCMPLIA! 1c - WI H ALL F S TATE r C !_,N, f UL 5C A 1/8" D58 AlitM..CLASS i0R f � 3/16' .I4N. G.A55 SEE nu or moon !"1 1 C 01 co LO P1 CS) J ._n nitalA4 itiLDI C+APAcigi - PSF A1YDOTf DIMS. XUMBER 0! VEK'I:S- • ' NUMBER 0! +SCR V_ • • i /6" 10S8 ANN. MASS 3/18" 'ANN.: CLASS - 41117TT1 moil. J?1.( -i?fr( -) EXT.1 +) INT.( -) 19 - I 8. 28 -1 J2' 37" 53 -1/8 264 2 : : .2 : :63.3 1 750 - - 2 2 63.3 75.0 - - 2 .. • • 2 .. .. 1333 71.3 - - 2 , • ••• .2• •• • J7.CI 37.0 .414.8 44.8 19-1/8' '78-1/2 37' 33-1/8 33 - 3/0 ° 3 •• • • 3 • • ' • • e3.3 750 - 3 3 63-3 75.0 - - .3 .3 63.3 72.4 - - .3 3 37.0 37.0 50.1 50.1 18 '28 -t /'2' -37' 53-1 /8 50 -5/8' 4 4 63.3 75.0 - - 4 4 • 63.3 75.0 - - 4 4 63.3 73.2 - - 4 4 - 37.0 37.0 49.8 44,8 14 -1i9' - 28 - t/2' 37' 53 -1,/8 83° 3 5 63.3 75.0 - - 5 5 63.3 75.0 - - 5. 5 63=3 73,5 - - 3 . 37.0 37.0 49.5 49,5 19 -1/6' 26 -1/2' Jr 53 -1/8 74 -1 /4' a 5 63.3 75.0 - - 5 613 75.0 - - 5 63.3 74.9 - - 5 37.0 37.0 50.1 °A.4 • • • ...- SER1 -$0a ALUMINUM AWNING WINDOW 13e#G01 LOAD WINGS FOR THESE WiliCt315 TO EE AS PER Ci3 S %OEN /ME • WPROsi . aPPtIES TO SNC E Ett4fTS cR SIDE BT - CCIrr OF JWh'4G /AWN Q4 At1A741NG WITH GllttR *Num Toffs N 44D1�F.5 OF TWO OR %4ORE mows USING IXAIff -r.ACE rCA1Ni1' APPR dED MULLIONS 'W SEMEN_ WEER Caw G4 PRESSVgE FIXAI 1111- tD011arS oEt UWON APPaCVAL WILL "AFPLY TO ENTIRE SS'STift. THIS PIM= FtAS BEEN •00:TONED A140 TESTED TO OQWLY $1114 THE RECcIPSTENIS OF THE FLORIN BUILc* c COOS 2004 EC0014 (t. aa05) FOR TH 1+EIeC E Rai 1T kA NOE (141}(2). . w0c0 BUM BY OTHERS. W U$T OE ANCS.KRED Pf VJ ..Y TO TFA SFER LOADS TO THE STFOXTURE, ANCAOrRS SM. SE AS USTID. SPACED J5 -SHOWN 1044 OE A S, MCHCtTS INIXDONT TO IIASC MATERIAL .31414.1. 8E Bti'0h a Aga CRESSIOG OR SIUCCO. ANC40R040 Ca MONO CONDITIONS' MOT SF40NfII IN THESE CE1M.S ARE HOT PJAT of THIS PI SlL. A' LAID DURATIGI ISCREME IN ,a Lc81F 3TRE5S LS USED IN DMA CT AIIONCIRS IWO 0103D ONLY. a41Cra LS 1$Q`J + OUT f1IF LWffID TO STERAETM. Sarin. TM ONE krD C ,ha 411114 01hT;R vt9SMILAR: LATER M$ SItALL WET T44f REDUIRE14ENrS ti 2004 AMU BUM. COLE SECTION 200.3 -3.4 WPL•BMR 2005). 3,1r0 RV.. I :•W O ZS "t as _S i - .= JUL 2 1 2010 1 d r---� 1 YEW TINYfOTIOU V1ENf . ,L 13 DCTERIOR GLAZED WTFH MU. FORWE17 ALUMINUM GIA22.10 BEAD A140 'GE 1000 SILICGWE ('SCIfiEE M0 AD 55,55' GLAZING G0WF k O #'E1O ('1.) • GLAZING DE'pALM, 4401E: GLASS CAPAC1I1ES Ot# T#1I5 SHEET ARE 13,ISEII ON AST1d E1.3300 -02 (3 SEC. GUSTS) WITH RE UC1 N5 FUR FE1XI6LE SUPPORTS 10 COMPLY 111TH SECTICtN 2403.2 OF FEC 7.004. EDITION. ..4 „ 'P. 1 r- ]1'PICt4L aE'MAa1 L 0 JECT i O CCMPLIA! 1c - WI H ALL F S TATE r C !_,N, f UL 5C A 1/8" D58 AlitM..CLASS i0R f � 3/16' .I4N. G.A55 SEE nu or moon !"1 1 C 01 co LO P1 CS) J ._n 1 1 0 iS • • ••• • • • • •• •• • • • •• •• • • • • • • • • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • ••• ••• • • • • • •l • • • • • • • • • ••: • • 1 N. • • • 74PRIE S • 5tt` 0.EY. FCR 6F,cPr • • • y ' • • . • ..• ., l 1 k 1 i ti iet I - AO o: KO :a 1YP1CJSL AbarILS f' sEE art. For s'a 1CsTDc 3X:k / °FCKI° 1 MOIL .•wo-corts SEE ME'1. FOR SiNC44 3l ui -047E co I:NfY MMPIKMED H & W VIAI .LEIN JPOIORS _ 5EE SENATE: NU 1 r TYPEA. k'IGF1> E ZV. FOR Visa* wOoa BUCKS Ama META. STR'UCnt E 140T BY YALE OGRdM MUST 91S AN LOADS IMPOSED BY GLAZING SYSTEM AND TRJi SFER DEM TO Tk!E • BMW* • STRUCTURE. TYPKcith ANNC'Hf}R5; .4E arr. rot SPIICNG INTO -ZBr: WOOD BUCKS OR 'WOOD. STRUCTURES -3/8` LAIN.. PEt4ETRAth]M INTD Vt0O0 11 ;BY INCKS INTO CON C. OR:MASONRY 1 -1/4 MIN. E SE0 INTO 00140. CR MASOI!, Y DIRECTLY INTO C0UO. OR 3LAS0NRE 1 -1/4" MIR. EX E 1 .8 INTO CONC. OR CRY 134 oR E SEA 14EFAL STRUCTURES STEEL : 12 CA. MIP+. (Fy: KST MIN) A JLHNUU : 1 f B THK. MIN. (5053 -T5 MIN) (STEa al4 CONTACT 1511i 14.041111.4 TO t PLATED OR PAINTED) Ito o SFU IJ LLH afro Mill-BADE COUNTY APPROVED IWUWCHS (NO St11►1. SPACE') TO CONCRETE AND I•ASIONRY woo w04D 5f K1TURE 1/2` MIN- X° NEPAL STRUCTURE = 1 /2' LIIN. SEALtNTS FRAME C�OnR ...1R INVIT °C CORNER SEWS 10 BE SEALED .11TH t Sc E C ��p E 1 E. D 5 �j 0 sua!1<1 r. 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(dO83 - -13 ) 3 , _ 11+41a 1 pea ZI.111 ' a (.755 x .+1465) 4ti14'ti Wft't 4 "rif-517 1 FR+j tr 'AEATI (.16M x .200) _ 3 - AS R£til (TAW 1( - — PoXi. FIZIWEI A.M. t_$ 'F'E -2 E / f C£td1ER & TOP '+ea sumo _ tm. (9743"1:5) 7 3E -1+} !;J 6L (61153 -T5) 1l t Y Csos3 - rst 8 E l ' E -3 ALCM. (6013- 75) 9 ALM (5053 -T5) 10 iE -18 OLIA . 11 *I- - 1E -19 ALM olow-T40 (.5-T 1 1 13 11.1-ti i 1 ALUM 14 1'k -S3S e111011 is vt=ro . W. ( 4 * _ le 11-8 I] &Ea (114 1.1415) . 17 Y}r -t:B AkiilliLlg IS '14f -8i]6 SM. ?.0 CIE �1 1S ?1h910 2) • 11: -:8 1 (6Oe.1 -15.) r .kilIktPlUil r. 2r 11+ -era 3eC CE CAST 22 ' 714- -d 15 2. ' VC de cier 34 rii- b4t sr. 35 �F 428 AS R1Slt1. 5 g 10 x 5/1 b R AU srEn_ - - . 1 Jun+ mess SiViri Jlia1 PW .4L'AINI AI 2/rtlfr '3 SIR P94- WPOR 40.64.111 VONT I— I MU i - 15Clti t *1' t $ EL t1i' iEUl - Me RhET cif 32 Th-814 j i CV Li= WU hiSle tN PJ41- 44130n 'ruff F9{GE FWEf 111 i#! PM- 1i�IdCN4 •33 Y14-813 HMI 1244 rd+ET MAK 110.011 11 to 1i P1AS71C3 34 'rtt - ail Al 2 7007 -.012 TP. • .•• • • 1 I (� i • • - • • • • •• • SA 462 Tr, .9.12 L • • ••• • • •• • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• • ••• • • • • • • • • • • • • • dZ . 1.000 o N W ; $ . t 6 A t g r 2 [dnymng wes {af •• 111 -L� 'Ty t1 REVISIONS 5/8/09 WIDTH HEIG TRIB.A. POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE NOA # 1 WINDOW 37 50.625 13.01 48.42 -52.59 INT 10401 NE 2nd. AVE. MIAMI SHORES, FL. D.R. NN BY: 7 -20 DAZE -10 SCALE: 50.625 13.01 48.42 N.T.S. JOB No miamishares -10 SHEET 3 OF:I 1 MARK DESCRIPTION WIDTH HEIG TRIB.A. POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE NOA # 1 WINDOW 37 50.625 13.01 48.42 -52.59 INT 07 -0205.10 2 WINDOW 37 50.625 13.01 48.42 -52.59 INT 07 -0205.10 3 WINDOW 19.125 38.375 5.10 49.26 -53.43 INT 07 -0205.10 4 WINDOW 37 50.625 13.01 48.42 -52.59 INT 07-0205.10 5 WINDOW 37 38.375 9.86 49.26 -53.43 INT 07 -0205.10 MARK DESCRIPTION WIDTH HEIGHT TRIB.A. POS.PRESSURE P.S.F. NEG.PRESSURE P.S.F. NOA # I D DOOR 36 80 20.00 47.04 -51.21 INT 08- 1015.05 2D DOOR 32 80 17.78 47.42 -51.59 INT 08- 1015.05 3D DOOR 30 80 16.67 47.62 -51.80 INT 08- 1015.05 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • MIN. BUILDING WIDTH • •••• • • • NOT TO BE INGt.UDEd p 9, NOT TO BE INCWDED SCOPE OF WORK ENTRY NOT TO BE INCWDED FIRST FLOOR PLAN SKETCH •• • • • •• ••• • • • • • • •. •••• • • • • • •• • • • • ••• 0 0 • • • • •••• • • • •• • • • •• • • • • • NOT TO BE INCWDED NOT TO BE INCLUDED ••• ••• ••• NOT TO BE INCWDED 2nd. FLOOR PLAN SKETCH SERIES 800 ALUMINUM AWNING WINDOWS. NOA: 07- 0205.10 SERIES G' -8" W/E OUTSWING OPAQUE STEEL DOORS - LMI. W/ W/0 SIDELITES -NI. NOA: 08- 101 5.05 RAMS' ENGINEERING, INC. FLORIDA BUILDING CODE, 2007. ASCE 7 -05 RESIDENCE AT 10401 NE 2nd. AVE. MIAMI SHORES, FL. LOAD TABLE FOR WINDOWS RAMMS ENGINEERING, INC. FLORIDA BUILDING CODE, 2007. ASCE 7 -05 RESIDENCE AT 10401 NE 2nd. AVE. MIAMI SHORES, FL. GENERAL NOTES: EXPOSURE ADJUSTMENTS . .9 TOTAL SQ.FT. 53.98 EXPOSURE ADJUSTMENTS LOAD TABLE FOR DOORS TOTAL SQ.FT. . CONTRACTOR TO VERIFY ALL DIMENSIONS 2. ASCE 7 -05 WIND CODE (146 MPH) EXP. "C" 3. FLORIDA BUILDING CODE, 2007 4. BUILDING HEIGHT : 20' 5. MIN. BUILDING WIDTH: 30' 6. ROOF INCL. 18 7. APLICABLE ZONE: 4 (INTERIOR). 8. OCCUPANCY IMPORTANCE FACTOR: I .0 9. CONSTANT: 0.00256 10. GCPI: 0.18 I I. Kd:.85 SCOPE OF WORK MIN. BUILDING WIDTH 30' •• •••• • • FIRST FLOOR PLAN SKETCH • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • -- •••• • • •• • • • • •• • •• ••• • 0.050" ALUMINUM STORM PANELS SHUTTER. NOA: 05-0717.03 2nd. FLOOR PLAN SKETCH , RAIDS ENGINEERING, INC. RESIDENCE AT 10401 NE 2nd. AVE. MIAMI SHORES, FL. FLORIDA BUILDING CODE, 2007. ASCE 7-05 LOAD TABLE FOR SHUTTERS GENERAL NOTES: I . CONTRACTOR TO VERIFY ALL DIMENSIONS 2. ASCE 7 -05 WIND CODE (146 MPH) EXP. "C" 3. FLORIDA BUILDING CODE, 2007 4. BUILDING HEIGHT : 20' 5. MIN. BUILDING WIDTH: 30' G. ROOF INCL. 18 7. APLICABLE ZONE: 4 (INTERIOR). 8. OCCUPANCY IMPORTANCE FACTOR: I .0 9. CONSTANT: 0.00256 10. GCPI: O. 18 I I . Kd :.85 EXPOSURE ADJUSTMENTS TOTAL SQ.FT. 158.95 .9 REVISIONS 5/8/09 J LL < < U) LLJ w Z NO Z • Z 0 W -cr.¢ Ct D.rim BY: DATE: 7 -20 -10 SCALE: N.T.S. JOB No miamiaharea -10 OF: I SHEET l DESCRIPTION I I WIDTH IHBGH TRIB.A. POS P.S.F. NEG ZONE APPR.# N ® INT :: 3 PANELS 37.5 50.625 5.93 49.26 -53.43 INT 08-0717.03 4 PANELS 37.5 50.625 5.93 49.26 -53.43 INT 08-0717.03 PANELS 19.5 40 3.70 INT 08-0717.03 PANELS 37.5 39 3.52 108-0717.03 I PANELS 19.5 40 3.70 49.26 -53.43 ' 08-0717.03 ®I 0: PANELS 37 50.625 5.93 49.26 -53.43 PANELS 55.5 52 6.26 49.26 -53.43 INT 08- 0717.03 • PANELS 37 40 3.70 49.26 -53.43 INT 08-0717.03 11 PANELS 54.5 50 5.79 49.26 -53.43 INT 08-0717.03 12 PANELS 28.75 24 1.33 49.26 -53.43 NT 08-0717.03 PANELS 54 38 3.34 49.26 -53.43 II08-0717.03 PANELS 16 37 3.17 49.26 -53.43 INT 108-0717.03 SCOPE OF WORK MIN. BUILDING WIDTH 30' •• •••• • • FIRST FLOOR PLAN SKETCH • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • -- •••• • • •• • • • • •• • •• ••• • 0.050" ALUMINUM STORM PANELS SHUTTER. NOA: 05-0717.03 2nd. FLOOR PLAN SKETCH , RAIDS ENGINEERING, INC. RESIDENCE AT 10401 NE 2nd. AVE. MIAMI SHORES, FL. FLORIDA BUILDING CODE, 2007. ASCE 7-05 LOAD TABLE FOR SHUTTERS GENERAL NOTES: I . CONTRACTOR TO VERIFY ALL DIMENSIONS 2. ASCE 7 -05 WIND CODE (146 MPH) EXP. "C" 3. FLORIDA BUILDING CODE, 2007 4. BUILDING HEIGHT : 20' 5. MIN. BUILDING WIDTH: 30' G. ROOF INCL. 18 7. APLICABLE ZONE: 4 (INTERIOR). 8. OCCUPANCY IMPORTANCE FACTOR: I .0 9. CONSTANT: 0.00256 10. GCPI: O. 18 I I . Kd :.85 EXPOSURE ADJUSTMENTS TOTAL SQ.FT. 158.95 .9 REVISIONS 5/8/09 J LL < < U) LLJ w Z NO Z • Z 0 W -cr.¢ Ct D.rim BY: DATE: 7 -20 -10 SCALE: N.T.S. JOB No miamiaharea -10 OF: I SHEET BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • • •• • • • • • • • • • • • ••• • • • ••• • • • •• • • • • • • • • • • • ••• • • • • • • • • • • •• • • • • ••• • • • • ••• • • •• •• • • • • • • • • • • • • • • 110 V?ES'IV FLLG�,ER STREET, SUITE 1603 • • • • • • • • • MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) • • : • • _ • • • • • • • Hurst Awning Co., Inc. • ••• • • • • 6865 NW 36 Avenue • • • • • • • ••• • • • • Miami, FL 33147 I-DADE APPROVED MIAMI -DADE COUNTY, FLORIDA • . M1 TRO - -DADE FLAGLER BUILDING www.miamidade.aov 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: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 08 -133, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich Associates, dated July 08, 2008, last revision #1 dated August 12, 2008, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 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 revises & renews NOA # 07 0322.03 and consists of this page 1, evidence submitted pages E -1, E -2, E -3 & E-4 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. /}/ / NOA No. 08- 0717.03 • /`�, - ' Expiration Date: 08/19/2013 Approval Date: 09/11/2008 0 q /j/ `2. Page 1 Hurst Awning Co., Inc. • • ••• • • • ••• •• •• • • • • • •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • •• • • • • ••• • ••• • • . • •••. NOTICE OF ACCEPTANCE: • • iVIDEN,CiSUBMITD 1. EVIDENCE SUBMITTED UNDER PREVIOTJSA1 PRDVAj. 0621.06 A. DRAWINGS • 1. Drawing No. 99 -109, titled " 0.050" A1schniliz4n Stony ta ", jnepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E., dated June 8, 1999, last revision #1 dated July 20, 1999, sheets 1 through 4 of 4. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 0.050" aluminum storm panels, prepared by Construction Testing Corporation, Report No. CTC -99 -023, dated May 14, 1999, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated June 10, 1999, pages 1 through 33, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated May 4, 1999, for Aluminum Alloy 5052 -H32 by Amcrimet, with chemical composition and physical properties. 2. Certified Tensile Test Report by Certified Testing Laboratories, Report No. CTL- 530E, dated May 13, 1999 for sample #99 -023, in accordance with ASTME8, signed and sealed by Ramish Patel, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0315.02 A. DRAWINGS See NOA 99- 0621.06 B. TESTS See NOA 99- 0621.06 C. CALCULATIONS See NOA 99- 0621.06 D. MATERIAL CERTIFICATIONS See NOA 99- 0621.06 E. STATEMENTS See NOA 99- 0621.06 E -1 y A. Makar, P.E., M.S. Product Control Examiner NOA No. 08- 0717.03 Expiration Date: 08/19/2013 Approval Date: 09/11/2008 Hurst Awnin:= Co., Inc. F. O'1 See NOA 99- 0621.06 • • ••• • • • ••• •• • . • • • • • • • •• • • • • • • • • • • • • •• • • • • • • . • • • • • • • • • • •.• • • • • . • ••• • • • • • • • • • • • •• • • • • NOTICE OF ACCEPTANCE: • Evmsbrusurivicrip D. MATERIAL CERTIFICATIONS 1. None. • •• • • • •• • • •• • • ••• •• • • • • • • 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #02- 0624.05 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of no change, issued by Hurst Awning Co., Inc., signed by Frank Cornelius, dated 6/21/02. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02- 0731.15 A. DRAWINGS 1. Drawing No. 02 -373, titled " 0.050" Aluminum Storm Panel", sheets 1 through 5 of 5, prepared by Knezevich & Associates, Inc., dated July 19, 2002, last revision #1 dated August 26, 2002, signed and sealed by V.J. Knezevich, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test, and Uniform Static Air Pressure Test of 20 ga. Steel storm panels, prepared by Construction Testing Corporation, Report No. CTC -98 -044, dated September 08, 1998, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated July 22, 2002, pages 1 through 16, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. E -2 ilafrAti ktief" elm Y A. Maker, P.E., M.S. Product Control Examiner NOA No. 08-0717.03 Expiration Date: 08/19/2013 Approval Date: 09 /11/2008 1 Hurst Awning Co., Inc. 5. EVIDENCE SUBMITTED UNDER PRE®IOIIS,,Aa'�R,pj�AL.# -06- 0424.01 • . . • 1. Drawing No. 06 -342, titled " 0.050' gto ni 4anel'', sheets 1 through 5 of 5, prepared by Thornton- Tomasetti Group, dated April 04, 2006, last revision #0 dated April 04, 2006, signed and sealed by .1 W. Knezevich, P. E. A. DRAWINGS B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #07-0322.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. • • ••• • • • •• • • • • • • • • • • • • ••• • • • • • • • ••• • • ... • • • • • • • • • • • • •• • • NOTICE OF ACCEPTANCE!.' :EVIDENC$SUILAI ED D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. E -3 • • • • • • • • • • • • • • • • • • • • • ••• 7. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 08 -133, titled " 0.050" Aluminum Storm Panel", sheets 1 through 5 of 5, prepared by Knezevich Associates, dated July 08, 2008, last revision #1 dated August 12, 2008, signed and sealed by V...1 Knezevich, P.E. //e/i• elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0717.03 Expiration Date: 08/19/2013 Approval Date: 09/11/2008 B. TESTS • • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. None. E -4 • ••• • • • • • • • • • • • • Hurst Awning Co., Inc. • • • • • • • • • • •• • •••• • •• • •• • • • • • • • • • • NOTICE OF ACCEPTANC • : EVIIfENQIi SUBSIITrED ••• • • • • • • •• •• • • • • 1. Test report on Large Missile Im acelgst'C,cti�W.in 'r • p ,• lure Test, and Uniform Static Air Pressure Test of 0.050" Aluminum Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -08 -008, dated June 11, 2008, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. Comparative Analysis, Anchor Calculations and details for 0.050" Aluminum Storm Panels, dated July 09, 2008, pages 1 through 36, prepared by Knezevich Associates, Consulting Engineers, signed and sealed by V.J. Knezevich, P.E. L1elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 08-0717.03 Expiration Date: 08/19/2013 Approval Date: 09/11/2008 O B STUDDED STRAP (SLIDER) SALE: HALF SIZE 130 123I0* COVERAGE 15375° O�RM PANEL Op i HEADER " HEADER STUD ANGLE 2 O SCALE 3 =1'-0° O SGIE: 3 = 1' - 1)420 STUD 375'• - I x@ 1ZS 3/4°LONG O.G 4 rn j. O r TRACK SCALE: 3 x1.,0° PRODUCT MARRING LOCATION GENERAL M0761 1. 159 330 OFANOTIEOFACCEPTA ( BY M1M1-- DAADE PROD CONTROL DIVISION FOR THE HIGH VIS.00ITY HURRICANE ZONE (111'}0:) OF RE FLORIDA BUILDING CODE 2007 EDITION. 2. NO ALLOWABLE STRESS HAS BEEN USED ACHE DESIGN CF THIS PRODUCT. WIND LOAD DUR8TRIN FACTOR Cd= 1.6 WAS LI ED FOR WOOD LAG SCREW DESIGN. 3, DETERMINE THE POSITIVE AND NEGATIVE DESI1 LOADS TO USE WHEN REFERDICDS THES: D30IM60rS ACCORDANCE WITH THE GOVERNING CODE AND GOVFRNRNG WIND VELOCITY. FOR WIND LOAD CAI(TAATIONSIN ACCORDANCE WITH ASC E 7435.ADTRECTIDNALRY FACTOR OF 10 = 095 SHALL BE USED. 4 THESE EVALUATION DOCUMENTS ARE GENERIC AND DO MDT RUDE INFORMATION FOR SITE-SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. USE OF THESE EVALUATRDN DOCUMENTS O MP.YWITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE 6. ENO DEWA�TEF DOCUMBITS, ARE CONDITIONS SUITABLE TO HEREINA BY CONTRACTOR V PROWDED THE CONTRACTOR ERIFIES THAT THE 13161116 S DOES NOT DEBATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUMMITSDETAIL® 7. ANY PIODIFICATIONS OR ADDITIONS TO THESE EVALUATION DOIUME NTS WILL VOID THEE EVALUATION 8. WHEN THE SITE CONDITIONS DEBATE FRAM THESE EVALUATION DOQIMEIIS , THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING 0PTI03 A REVUE THAT SITE SPECIFIC D001AffNTS BE PREPARED, SIGNED DATED AND SEALED ST LICENSED HN OR REGi6FERED ARQOTECT WHICH DEFAILANDJUSTIFYTHE DEVIATION. SAID DOCUMENTS SHAD. B E SUBMITMING TED HEHER kW PIWDUCT ENGINEER FOR REVASACONDITION TO TIE BUILDING d r, i•� THAT ONETIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAPE0ADE PRT0VRTCINTROL DIVISION WHEN THE SITE CONDITION DEVIATIONS OCCUR MIEN THE TBGI VE1 11Y IBIRRIGFE ZONE AREAS ONLY OPTION 'V SHALL BE ACCEPTED BY THE BUILDING DEMON- S. PRODUCT MARKINGS SHALL BE WITHIN 13 OF ONE END OF THE PANEL WITH A MIN OF ORE MARKING PER PANEL. AND SHALL BE LABELED AS FOLLOWS: 1p " FNPAPQ,ELOtIDA MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED 10. STORM PANELS u 0 BE DH32� BARE METAL TRIMNESS), WITH A 1610. Fym 631 PROPERTIES: U. ALL B O L T S AND WASH855HALI B E O R STEEL WITHA NOM TE51E STRENGTH OF 60 K5.L, UO.M. 12. ALL EKIRUSIOMS SHALL BE 606346 ALUMINUM ALLOY, U.O.N. Drum. PANELS MAY BE 13. M HOIZO ECEPT� R��AND� EM CONDITIONS. 2.257 37V k 11611Ii1I111+ gL' O.WO' .= 313' ' .655° j 1.005' LEG OPTIONAL 2.OID° 1/4"-20 SIDEWALK O 10 BOLT FOR SLIDE TRACK WE -TRACK SALE: HALF51ff 11 SCAE3 > 1'. WALL DIRECT MOUNT CLOSURE DETAIL (PLAN VIEW) SCALE: 14/2' 1/4' MAX. ALUM. ANGLE CLOSURE PIECES 1' x LSD' x.06V, 1'x 4' x.062', 2' x 3' x .125° AND TxS x .125' 04FRlAP� TRAP MOUNT CLOSURE DETAIL (PLAN VIEW) SCALE 1 -113' a 1'-0° WALL BEYOND WDNOOW DISTANCE 15 TIMES GREATER TWIN 910.08303 DISTANCE (NO CLOSURE ANGLE REV) r DISTANCE UV MAX USE ANY ANCHOR SHOWN IN THE ANCHOR SIEDULE AT )2'0 1N THE MIDDLE OF THE SMALLER RANGE OF FAQI ANGLE IN ANY SUBSTRATE 115001101 DESIGN LOAD IS 140 PST. ALUM ANGLE CLOSURE PIECES 1' x 256'x.62°, 1' x4° x ffi2', 3' xVx.12$'AND 3' x5° .125' 2° y MIN. BUILD -OUT MOUNT CLOSURE DETAIL (PLAN VIEW) SCALE: 1.1/2° =1' -0' G: \MlD1sperete_ CAD \VSKrrxevldT \CAD2008 \ Hurst \08. 133 \R1 -PT9 \00-133.01.dw4, 8/12/2038 3:54:45 PM, 11 x 17, 1:1, www.MlDlsparate.mm 2.5' 3430' USE ANY ANCHOR SAWN IN THE ANCHOR SCHEDULE AT 1ZO.C. IN THE MIDDLE OF THE SMALLER RANGE OF EACH ANGLE Dl ANY 92STRATE M0.3504124 DESIGN LOAD IS 140 P.S.F. TOP MOUNT 125 TAP. 140' MIN. 540 MAX. W ANGLE SCALE 3' = 1`-0' 4.046° .125° 2.045' j 2045' NOMINAL 1° NOMINAL 2' O 3° BUDD-0UT HEADER WBUILD -DUI' HEADER 1 2 SCALE =1'-0' 1 3 S CALE 3°= 7-0° WIDTH UNLIMIIE1 0E0.10 PANEL SPAN) 1TP. SECNON5 80TTO9 MOUNT TYPICAL VERTICAL MOUNT ELEVATION FLTS W C / SLIDE TRACK 6 SCALE: HALF 571E • (2AMAC 3 ALLOY) O WING NUT SCALE: HALF 526 • • • � : 375 • • •••• • • •• • • • • •1 3]7.0• • DETAIL 1 • • • • HILT • SCALE : 1'•0' • • • • • •• • PRODUCT DM= Duldiug Code Atgylanm No 0 3;iF/Ulr- Mod act Coalnd Division 03 3 • \ •••• ••• • tic • •O • • • • • • • •••• • • 1 1 i IiJ I • • •, *••• • � • ••• • • • „ sheet I OF 5 • • • TABLES • • • ALUMINUM BOX BEAM SCHEDULE - • • BoX MIME gal diE ig ill IN de dal ALL •• (IIL) rxT(Tw =327,7!.,1251 n.0 7-0• 8 2 0R• • • S • 4 r xT(Tw4327,1'v327) 7L0 B-8' 8'4' 2 • 2 • S • r x5'(T.v.12s°,TT =.I25 720 10' -3• S'4° 2 • M 5 , • DUSTING CONCRETE, HOLLOW CONCRETE BLOC( OR WOOD FRAMING (SEE MOOR SCHEDULE BASED ON TYPE OF STRUCTURE) Ea1LGmtiISe.K M memacamaom wttaG V SEE TABLE 2 FOR MIN. 4PARATION FROM GLASS DUSTING CONCRETE, HOLLOW CON EREHE BIDS OR WOOD FRAMING (SEE ANCHOR SOSOULE BASED ON TYPE OF STRUCTURE) SEEIm1.®MA16tl pocoxesslawanual O PASS THRU" DETAIL SCALE:3` =1'47 PENETRATION OR EMBED. GASS OR DOOR -4 WALL MOUNT SECTION A V 00.0000. 7.129 SnoasaE 5/8° MAX. x r x ar0T0L 90Y.9a1,9x3.76 C3 CONNECTION TYPE REFEREC� F OR SCKEDULE SPACING FASTU R@@ 12- O.C. MAX. BUT DO NOT EXCEED ANCHOR PG. 4 SPACING USE REMOVABLE AN8ORSWOH 4'0 OR TRUSS HEAD LOCATE MISTER IN PORTION OF KEYHOLE SLOT. CI CONNECTION TYPE RITTRENCE MOOR SCHEDULE FOR MAX SPACING Txsx9r(ax1. e1BL T104034) I aai sox 11160.C. 1lnlax 90a01999UG938S 02'040911tra21021.Hfl 111a310. ADM SM. ISOM= =S0. c01LSSmaw9t tin1151110.11UT at 009 WaERSOflaU:vO R0G aaxlW, .um.100E CR it QC IA a10mm0 1Rn10Da0R X171P59C017 ©rat WIY 14/7101.1301.1 .1X0 0000901.11201 GWITIiti a0E500.6>WH urn 1/4' MAX F)OSTING CONCRETE, FOLLOW CONCRETE BLOCK OR W00D FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) DUSTING CONCRETE, HOLLOW CONCRETE BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR ,, DOOR , SEE T 2 FOR MAX ° SEPARATION FROM GLASS v` THREE• 1/4'R1 3'WODD LAG SCREW @ 24' O.C. MAX WITH 014 T9( SCREW BETWEEN XUSTS 5.1R'x3/1 605341 ALUMINUM MATE 814x7 TEK SCREWS BETWEEN TRU556 SEE TABLE 2 FOR MIN. s SEPARATIST FROM GLP CS REFERENCE MOOR SCHEDULE FOR MAX SPACING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAIL SPACE OS CORRECTION REFERENCE ANCHOR SODOM FOR MAX SPACDS DUMAGCONCRETE, FOLLOW CONCRETE BLOCK OR 00000 FRAMING (SEE ANCHOR SCHEDULE EASBD ON TYPE OF 08080IURE) OCEIIING /FLOOR MOUNT SECTION 14' MAX OB CEILING /FLOOR MOUNT SECTION 50121:3°= '-G DUSTING WOOD JOIST (00.55 MK) ETON 080851.82 FOR MIN. SEPARATION FROM GASS R OR SCHEDULE ACTH FOR MAX SP EITOSTIIG WNCREFE, HOLLOW CONCRETE WAS OR WOOD 808240403/8082300850088 BASED ON TYPED STRUCTURE) 00 000R 'f 81400( SCREW 00 131A55�. MACiOLR 1Y0.0 TOPBROT. SEE TAME 2 FOR MLR. SEPARATION FROM GLASS CI CONNECTION REFERENCE ANCHOR SOWDULE FOR MAX SPACING PEREIRA OR EMBED. O WALL MOUNTSRL F 2 SCALE: =1'-0• SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS PENETRATION OR O4OED. u MACRAE SCREW C2 CONNECTION TYPE R SCHEDULE EMAKE FOR MU. SPACING O WALL BUILD -CUNT MOUNT SECTION C SUIE 3' =1-0' M� EXISTING CONCRETE, FOLLOW 518' 0081080&W000 MAX FRAMING (SEE ANCHOR SCHEDULE BASE ) ON TYPE OF STRUCTURE) 831113CMOI SA HUMICIMMER Cl. CONNECTION TYPE L40 x 3/4' MACHINE FOR MAX SPAVONG PENETRATION SEW OR EMBED. "sir CONCRETE BLOCK OR WOOD MAX FRAMING (SEE ANCHOR S EDUIE O Fl W ALL MOUNT SILL 8o,ONTYPE0FsmucrJRE) SCALE :3' =1 EXISTING CONCRETE, HOLLOW CONCRETE BLOCK OR 8000 FRAMING (SEE ANCHOR 5013DOIE B45® ON TYPE OF STRUCTURE) CZ IilC MO N 0 CO TYPE SCHEDULE FOR MAX SPACING U4' MAX • ALTRNATE BUI1DOUT DETAIL ALTRNATE BUILD-0UF DETAIL PROWL= REVISED as complying walla Fleaftb Balding Odle At sNo O:. . .03 Oslo • :7 /L.' .. Q vsE E • HEADER MUM, SINDMNGLE, • ATTA iWWAM R REAM • • • • • 1ttimM9N90x10' aW1 mS NAM rxrx n'IM AN mxat ai9199rxr, n9.oRx�' E• 9almvmRs =ammo O STORM PANEL SUPPORT BEAM scale I •••• • ••a • • • • • • • • •••• • ••• ma 07 /08/n008 08 -133 sly 2 75 • G: \MHDIsparate_ CAD\ V7 Knezcwich (CA02O08 \Hurst\08.1331RI-prg \08.133- 02.dw8, 8/12/2008 3:54:20 PM, 11 x 17,1 :1, www.MIDlspmefe.com •• • • • • •• • • • • •• • • •• • • • ti^ •• • TABLE 2 MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE iE ACTUAL SHUTTER SPAN (FT -ID) PONIMUM SEPARATION FOR EMULATIONS 30'OR LESS ABOVE GRADE RENOWN SEPARATION FORINSIAl1ATIONS GREATER THAN 3W A GRADE 35.0 7 -0 2 -3/4 1.1/2 8 -6 3 2 10.6 3-3/4 3 400 7.0 2 -3/4 1-1/2 8 -6 3 2 10 -1 3-3/4 3 no 7 -0 2-3/4 1 -3/4 8 - 6 3 2 -1/4 9 -4 3-3/4 2-3/4 80.0 6.0 2 -3/4 1-1/2 7 -0 2 -3/4 1 -3/4 8.6 3 2 -1/2 70.0 6 2-3/4 1 -1/2 7 -0 2.3/4 1 -7/8 7 - 11 3-3/4 2 -3/8 TABLE 1 STORM PANEL SPAN SCHEDULE il'E 0 FOR ALL MOUNTING CONDITIONS EXCEPT [WRACK SEE DETAIL HO (FT -IN) LMAX. 7 -11 (90 -im 35.0 90.0 10.6 41.6 10 -1 45.0 9.10 50.0 9.4 55.0 8 -11 60.0 8.6 62.0 8.5 65.0 8 -2 70.0 7.11 72.0 7 -9 75.0 7.8 60.0 7 -5 90.0 7 -0 100.0 6.3 11110 5 -8 120.0 5.3 130.0 4 -10 140.0 4 -6 150.0 • 4-i"• 160.0 •3.11 • 170.0 ••11 130.0 salt. 130.0 3 -3 200.0 •'3-T•• TAME 3 NAIL STORM PANEL SPAN SCHEDULE FOR F-TRACK SRL WITH ANY HEADER 005009 LOAD LMAX. (PSI (FT -IN) 70.0 7 -11 80.0 7.5 90.0 7 -0 P00TRATIDN COSTING CONCRETE, OR B . 5/r MAX. HOLLAWOI.00( OR WOOD y FRAMING (S9 ANCMAl . - CONITE ANCHOR SCHEDULE BASED ON ' \; '\ \ some F TYPE OF STRUCTURE) - SPACING SEE TABLE 2 FOR M1N. SEPARATION FROM GLASS EWING CONCRETE HOLLOW BLOCK OR WOOD 'BA55 FRAM 0 (SEE MOOR I - -GII OR DOOR SCHEDULE BASED ON Its TYPE OF STRUCTURE) _- O WALL MOUNT F - TRACK SECTION N SCALE r =1'-0° 1/1 :I 1(9.20Imc HEAD NUT (SPACER) COIOOECRON TTPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING OWAFER HEAD BOLT ASSEMBLY G SCALE r =1'-0" 1/4 NUT0S NOTNECES•IRT IF NOT USED AS INSIDE MOUNT -1/4' MAX. TO L000 STRAP IN piAc6 USE A 1/4.20 THUMB 508EVi OR TRIAD HEAD 001T $7 TAP 0801. WI 3/4-20 NC THREAD I/440 5.5.1301.16 WINGNUT0PMSLM :6PDA OR@SrQC. .(IYP) 0 .rxrs.ISOONT. OEM AL kW! ORM%SEM. AFB CORNER DETAIL 50910 =1.0' 07 TAP DM WITH 1(420 NC MEAD TO 1CO(5IRAP IN PUS UM TFRD4 SOW ORATRUSS HEAD BOLT 1/4-20 IODINE SCREW 61111) @ 12-1/7 O.C. 0 3/4" STRAP ASSEMBLY (SILL ONLY - !! VIEW) I NTS SIDEWALRBO.T ASSEMBLY FOR G 0041100(605100P) FINAL LOCATION OF STUD (17P.) NOTE L MAX PAId3SPAN. POSITIVE LOADS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. L ENTER TABLE 2 WITH POSITIVE DEIGN LOAD TO DETERMINE MX SEPARATION FROM WS. 3. FOR DESIGN LOADS Town URINATED VAWFS, USE NEXT HIGHER LOAD OR UNE*DITERPOIATION NAY 0E USED TO DETERMINE ALLDWANE SPATS, r„, (SPA03) PUNCH vex 1' HOES RR ADJACENT PANHSTO EOM THIS 8017 WITH PM 6117. PLACE PANEL OVER EACH AD3AGENTPANEL D FASTEN WINOARS FROMTFIE INSIDE TABLE 4 STORK PANEL SPAN50500 R FOR DEEAR( 3 ) DESIGN LOAD (PRP) 60.0 L MAX. (FT 7 -6 "HP. PM NUT (TYP.) • IN CONAICTION WITH AN NOM 1L MTh SIMS) 75.0 6 -0 .1 FLOWN QR,WALL ALL MO IED NI 0 C-TP AN IDR WALL MONIED SUDS GTRAIX�6 R , D(SEE lYAOS B,GF. 107709 UMW E 715 DETAI DEPLCTSTFE CONNECTION OF THE LASI'PM@L FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. IAA OF DETAIL SHAD 0E .\ T° WADER OR'U'HEADERTOP 20306'. Q OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) V NTS 1- J ••• LONG RIVE0IDTOP • • •• •• • • • • x1• • �• 8017 T. • OUTSIDE PRODUCT REVISED o a mmbiaR•Hhthe1 DddtagC4de Accepts= No Otte :riEws :A I L D D1rWoa •••4 • •••4 ••• • • • • • • • • • •• • • • • • • •••• • • : 13 • 1 1 • d • a nn • � - • B�- 1 /.3. 10186086:11 di) J7 '006 AN AS MOM • • • • • 420 07/08/2008 eauy m 08 -133 sheet 3065 G:\ M80leparate_ CADW3) 0oze0Ch\ C6D2008\ Hurs l \08- 133\R1-Prg\08-133-03.dwg, 8/12/2008 3:54:39 PM, 11 x 17,1:1, www.h te.mm • • • • • •• • • • • •• • • • • • • • ANCHORSCHEDULE FOR CONCRETE MAXIMUM FASTENER SPACING (1351119) REQUIRED FOR VARIOUS MISS LOADSANDSPANS A580408TYPE &MINIMUM CONCRETE REQURE/4E51S �� MI(C.1' EDGE DISTANCE MIN. 21./2° EDGE DISTANCE SPANS UP TO T$ (SEE NOTE 1) SPANS UP TO 8 WE NOTE 1) SPANS LW TO - S06 (SEES NOTE 1) SPANS UPTO r•0 (550810961) SPANS UP TO B$ (SEE NOTE 1) • SPANS UP TO 10 (573 NOTE 1) CONNLt1ON ❑ (SEE Q TYPE N0TE 3) C3 C 4 C 5 CWNI❑DAV ❑ TYPE (8E0 MINE 3) Q 5 C A (SEE Q CONNECTION CI TYPE (SEE N0TE 3) Q 1 C 3 I c 4 6 CONNECTI0N ❑ (SEE NOTE Q a TYPE 3) c 4 6❑ i 16 0ONNHUI0N ME (SEE N0TE 3) Q I a c4 1 C5 CONNECTION (SEE CI Q NOTE 0. TYPE 3) c4 6 a !n4!pg7\3XHN 1/4'01167 TAPCON WITH 13/4 MIN. E40FDKEyr 7mg,349lP.50 comp 360 16 16 1 6 , 1 0 11 16 16 I N ! 6 62516 16 16 7 5 5 16 16 16 16 16 16 16``11 13 15 16 16 8 10 125 48.0 16 16 16 8 8 16 16 626 4 5 16 14 5 3 4 16 161 16 16 16 16 116 7 9 11 16 16 5 8 9 63.0 16 16 9 6 6.25 16 10 4 3 3 16 625 3 3 3 16 16 11 12.5 13 16 11 5 7 8 16 7 4 6.25 7 750 16 16 7 5 6 16 675 3 3 3 16 ,625 3 3 3 16 16 8 10 12.5 16 7 4 6.25 7 16 7 4 1675 7 200.0 18 625 3 3 3 16 625 3' 3 3 16 6.25 3 3 3 16 7 4 625 7 16 7 4 625 '7 16 7 4 6.25 7 e } �� ,_ * v1 I /q � 113 p � 1) = 1° RA WITH TEIMATP SCREW 1J4. NUT 16013,1• ESL CONC1261e) 350 / A/ 5 16 � • /A 4 5 16 6 ' 4 4 I6 16 16 16 16 16 16 10 12.5 15 16 16 8 1012.5 48D /I`�EM ��/ ®Li•Gr . 16 16 16 16 16 15 16 7 9 11 16 15 , 5 7 9 1 10 750 i0. ®®IIJJ �r • , �,'� � 16 16 8 12.5 16 7 4 625 7 16 7 4 625 7 200.0 J � FaI/ /IOWA L,ain,�ad ®L / 16 7 4 625 7 16 7 4 6.25 7 16 7 4 625 7 ANCHOR SCHEDULE FOR CONCRETE MAXIMUM PAMPER SPACING (M NES) REQUIRED FOR VARIOUS DESIGN LON2SAS)SPANS ANCHOR TYPE &MNII4UM CONCRETE g8ESTS � €�� MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5-0 (SEE NOTE 1) SPANS UP TO 88 (SEE NOTE 1) SPANS UP TO 10 (SEE NOTE 1) SPANS UP TO 54' (SR NOTE 1) • SPANS UP TO 88 (858 NOTE 1) SPATS UP TO 106 (SEE SOTS 1) CONNEC11CV CI (SEE Q N0113) C3 TYPE C4 C5 CONIECTIONTYPE PEE ❑ Q NOTE 0 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 ME 3) C4 TS OOMNEf]T011 Cl (SEE N0TS3) Q a TYPE C4 C5 CONNECTION C1 (SEE Q TYPE NOTE 3) a i C4 6❑ NNNECRONTYPE (SEENOTE3) i Q a C4 CS * ( I 1E i ANCIM u� &IM.a pm umpaLcAusgo 1lI058 36.0 16 16 I6 16 I6 I6 I6 8 11 53 16 16 &S 9 11 16 16 16 36 I6 16 16 10 1 14 16 16 M 8 12 14 410 16 16 13 14 16 16 16 5 8 10 16 12 4 7 8 16 16 16 16 16 16 16 7 , 11 13 16 S 5 9 11 63.0 16 16 8 11 13 16 8 3 6.8 7 16 5 3 5 623 16 16 10 14 16 16 11 4 8 10 16 7 4 7 8 75.0 16 16 625 9 II 16 , 5 3 5 6.25 16 5 3 5 6.25 16 16 1 8 12 14 16 7 4 7 8 16 7 4 7 8 16 5 3 5 675 16 5 3 5 5.25 16 5 3 5 625 16 7 4 H 5 16 7 4 7 8 16 7 4 7 8 ANCHOR SCHEDULE FOR CONCRETE MAXIMUM MUER Ma= POEM RYA FOR VARSWS DESIGN WARSAW SPANS ANGH0R7YPE &MIIOMUM CONCRETE REQUIREMENTS � €�� MIN. 2 - 3/18" EDGE DISTANCE MIN. 3.1/8" EDGE DISTANCE SPANS SETO 5'4' MINIM 1) SPANS UP TO S$ (SEE NOTE 1) SPANS UP TO 1D6 (SEE NOTES) SPANS UP TO S$ (SEE NOTE 1) SPANS UP TO 4$ (SEE NOTE 1) SPANS UP 10 106 (SEE NOTE 1) CONNECTION ❑ (SEE NOTE Q l a ME 3) C4 6❑ CONECIONTYPE (SEE NOTE 3) 0 1 0 C4 6❑. CONNECTION (5EE NOTE Q C3 TYPE 3) C4 6 CONNECTION Q TYPE (5EE NOTE 3) Q a C4 6 CONNECTION (SEE ❑, Q NOTE a ME 3) C4 6❑ CONNECTION (SEE Q TYPE NOTE 3) a OT 6 . , �� )•'lU'Y1@1X11p1' � RSX16UX � 5��g LVffH 13/4° B VT (Iml. 2409 p.4140106141 36.0 16 16 16 16 16 16 10 I5 16 16 16' 8 12.5 15 16 I6 16 16 16 16 16 11 I5 16 16 I6 8 125 15 48, 0 16 1 6 16 16 16 16 16 7 11 13 1 6 15 5 9 11 16 16 16 16 16 16116 7 11 14 M 16 5 9 11 63.0 16 16 10 15 16 16 O 4 8 30 16 7 4 7 9 16 16 60 15 16 16 i 11 5 8 10 16 7 4 7 9 70.D 16 16 6 12.5 15 16 7 4 7 9 16 7 4 7 9 16 16 8 125 15 16 7 4 7 9 16 7 4 7 9 2000 16 7 4 7 9 16 7 4 7 9 16 7 4 7 9 16 7 4 7 9 16 7 4 7 9 16 7 4 7 9 ANCHOR SCHEDULE FOR WOOD MAXIMUM PASTIER SPACI N0 (ROLES) REQUIRED LffiRAXIO050E03N LOADS AND SPANS ANCHOR TYPE &M13MUS CONCRETE REQUIREMENTS � €��! MO(. 3/4' EDGE DISTANCE 5PANS UP TO r$ (SEE N075 SPANS UP TO T$ (SEE N0TE 1) SPANS UP TO 144 (SEE N0TE1) CONVECTION ❑ (SEE Q NOTE 0. TYPE 3) C4 C5 I0MNOT1ON ❑ (SEE C2 NOTE a TYPE 3) C4 6❑ CONNECTION (SEE Q NONE C3 TYPE 3) C4 6 36.0 16 16 i 16 15 16 16 16 10 9 10 16 i 16 7 7 8 1(4 KUMAR 10 WEN 1 P 8gMARPp D 3�p,TO W 48.0 16 16 ' 16 11 13 16 16 68 625 7 16 14 5 5 675 63.0 16 16 9 8 10 16 10 4 5 5 16 625 3 4 5 75.0 16 16 7 7 B 16 625 3 4 5 16 625 3 4 5 200.0 16 615 3 4 5 16 6.5 3 4 5 16 6.25 3 4 5 36.0 16 16 16 16 16 16 16 9 9 11 16 16 625 8 1/412 MOO MALE/FEMALE RA 65015157 W17H 1.7/8' 7ON. 54BED WITH NUT 01150 SCION w��n 480 16 16 14 12.51 14 16 16 5 7 8 16 13 4 6 7 63.0 16 16 8 9 11 16 9 , 4 5 6.21 16 6 3 4 5 75.0 16 16 675 B 9 16 6 1 3 4 5 16 6 3 4 5 XIDO 16 6 3 4 5 16 6 3 4 5 16 6 3 4 5 ANCHOR N0751 1. SPASMS I0M69CWN HUMANE TOR DETERMINING ANCHOR SPACING MT. AHDWAB1E56C MPANELSPAPS FOR SPEWS LOSS SOPS LISTED 1O THOSE MIMI N TANS 2. AN EFFECIVE WIND AREA OF 10 SQ. Fr. an. HE USED FOR DETERMINING D LOADS FOR ANCHORS. 3. ENTER ANCHOR SCPDIAE B66M ON ME DIMING STRUCTURE MA ANDCRTYPEAND EDGE DISTANCE 59ECT DE6163 LOAD RENTER THAN O5 EQUAL TO NEGATI'E M149 USAD 03SINTFOL AND SELECT SPAN GREATER THAN OR •••e EQLIALT09WTTERSPAN. • 4. SEEM U8033G SUN DEFAUSEgHIDSNI0ATI0N OF CONNECTION TYPE • •• S 5 •••. 6TINGSTNATURE MAY BE BFE HOLL0WCONCRETE& I0005WOOD 55P263G .REPE1514N&245I�AE ••• FOR PROPERANCCATYPE MSFDONTYPE OF ROSH S SIIBATURE • 6. A1P71OPSS6AILOSFALEDDIACCDRDNNEWIIHMANUFALTISZ5665 410103,71050 • 7. M MUMH40®MEMAND EOC,E DISTANCE OXIDE FIM91ORSTU®. • • 8. 6. 55 650UDTA ED SF0S9TG TAR ARENDT TEC N199000R9HAU .IDOATBCABIESPRIDR MI0C0ORDIMISM30IOPAGESOI THATCH&6AREN0O#259 . • • • • • • • • R WHERE DEWS STRLCNREISWOOD FRANIDVG,WDOD FRAMING CONDIT NGVARY. FINDyyII11��TIyyW1 ARE • • INTO lUOE WOCO TRAMS MENSES, MST PLYWOOD. FAST352565 TO PLYWOOD S A0 EPEAIDETMdY • • • CLOSURE PIEC15. I Y 0'M�778y.l�WW ST10 ES OF MO MOD FRAMING. � STRAINS TOl.425 • =WOOD IAG50U&SALL HAVE PHILLIPS PAN ROAD ORHDC MD. 11. MACHINE SCREWS SHALL HHAVE 9191 (SA) F1/2' 00I ES NIN50T OF THREADS IN BASE AHACR4h5N1N•Ui6y14544A PAN RUM 13.ECSSIYATESANCAR 0$IDNIDHISWH1OI NOT AC�TANE U5E8 • • • • 13 • DESIGNATES ANCHORS WHIN ARE REMOVABLE 8Y RU40VMG MASSIE S❑ESV, NUT OR WA/5tEO WOOUIT. • 14. ME All. PONIS SOLID SET MOOR MAY NOT MUSED N CONCRETE CHUM ORR.005.A MOY THAT HATR ANOINT MAYBE WEDS 9ARS0NGRADE • • • • • MDL 2z3N0CR DW4ET6t MAN. 1p 5630100 5PA050 0R4 MWSVM SSMALIER SACOJG PER ANCHOR SCHEDULE ANCHOR BILE EO SLUNG PER ANCHOR ROM 505., TYP. • • • •• 07/O5/ 008 auv4 m 08-133 sheet 4of5 G \MlD1sperste_, CAD \V3Nnezevkh \CAD2008 \Hurst\08. 133 \R1 -prg \08-133 -04.dw , 8J12I2008 354132 PM, 11 x 17, 1:3 www.NNDSparate com •• • • •• • • • • • • • • • • -t ANCHOR SCHEDULE FOR CONCRETE BLOCK MAMMA PASTE/1E10MM (INCHES) REQUIRED FCRYA•016 DEEM LOADS AND SPANS ANCHORTYPB•NffiDMU5 CONCRETE REQUIREMENTS MIN. 1' 506E DISTANCE MIN 2-1/2" EDGE DISTANCE SPANS UP TO S$ (SEE MUTE 1) SPANS UP TO B$ (SEE NOTE 1) SPANS UP TO 14$ (SEE NOTE 1) SPANS UP TO 5-0 (SEE NOTE 1) SPANS UP TO S$ (BEE NOTE 1) SPANS UP TO l06 (SEE NOTE 1) CONNECTION (SEE NOTE Cl Q O TYPE 3) C4 0 CONNECTION TYPE (SEE ROTE 3) C1 I Q I O C4 CONNECTION TYPE (SEE NOTE 3) O CI Q O 0 C5 CONNECTION (SEE NOTE C1 Q Q TYPE 3) C4 ! C5 CONNECTION (SEE NOTE C1 Q I Q TYPE 3) C4 J O CONNECTION (SEE NOTE3) CI Q O TYPE C4 C5 l ''' 1 � y WARM' 1 -1/4° PON.EII�D1IDYf 362 12 12 1 5 4 5 7 1 7 1 / 3 5 1 5 4 'Z 16 16 9 8 10 11 1 II 1 3 4 6 9 9 - 3 4 460 9 9 EnEwliffirdEmmig 1 4 6 7 8 8 3 4 7 � 632 7 7 ��jMIN� �IS EIFIEE , WM (� V /(7/E 3 5 I IZ , 7S0 5 5 p l y %_ _ 3 ®in��Q ��_��N 3 5 T\ 5 mD.a FAIN 3 i®i 1N�!H4lARg 47 77755 "4 1/1.'0 UI.MOMENT I W J 3 0 ]b I6 8 4 16 I 10 9 12 13 13 © 5 7 11 EN 4 6 46.0 16 I6 5 6 7 10 13 , 3 4 4� 5 7 9 10 10 4 4 5 8 3 4 632 13 13 3 4 5 7 3 akg 33 625 RIBE' IIREI© 3 5 7 7 3, 333 4 625 Millin 3 MINgf 3 WiMBI 3 754 11 DE 4 6251261611 1' Pj 0. 3 625 2004 . 3 6.5 ��E® 9 615 I JAMMER� , 3 �j 6.5 OMNI 3 625 ANCHOR SCHEDULE FOR CONCRETE BLOCK MAXIMUM PASIENERSPACOIO(INCHES) REQUIRED FOR 'MOUS DISCO IOADS AND SPAS ANCNORTYPE &MID�4UM CONCRETE REQUIREMESTS _ MIN. 1' EDGE DISTANCE 6455 Id /2° EDO! DISTANCE SPANS UP TO 5.4r (SEE NOTE 1) SPANS UP TO e'$ (SEE NOTE 1) SPANS UP TO 10 (BEE NOTE 1) 5PAN5 UP TO s$ WEI NOTE 1) SPANS UP TO SPANS UP TO e'$ 10 (SEE NOTE 1) (SEE NOTE 1) CONNECTION Cl (505 NOTE Q O TYPE 3) C4 CS 015571309 (SEE Cl Q NOTE O TYPE 3) C4 ' C5 CONNECTION C1 (MN Q NOTE O TYPE 3) C4 C5 CONNECTION CI (SEE KITE C2 Q TYPE 3) C4 C5 03NNECf10N Q (55380153) C2 O TYPE C4 CONNECTION CS CI (SEE Q TYPE NOTE 3) O C4 C5 D }120:PCOMM.. >t40 MA1E/FEM20 j4_g1E P 0,11/4,in EMMET &REY Tali I rain 36.0 16 16 (15 11 14 16 16 4 6 15 B 16 16 3 5 625 16 16 16 11 14 16 16 5 625 B 16 16 3 5 625 480 16 16 7 8 10 14 14 3 5 6 12 7 ',./„ 4 5 16 16 8 8 10 15 15 3 5 6 12 7 j 4 5 63.0 16 16 4 625 8 11 5 ,, J 3 4 9 3> 3 4 16 16 5 625 8 11 5 � 3 4 10 3 3 4 75.0 16 16 3 5 6.25 9 3,/ 3 4 9 3 /. . 3 4 16 16 3 5 625 10 3 ' 3 4 10 3/ 3 4 MD 9 3 � 1 J 3 4 9 3 1 3 4 9 3 j 3 4 10 3 / 3 9 10 3 3 4 10 3 3 4 0 11411, A ALL POINTS SOLID g7 & 4 - ' AI P 01R. STA1P8E55 1 6 1 6 2 1 4 1 1 6 1 6 1 6 7 8 9 16116 5 625 8 16 16 16 16 16 16 16 7 10 12 16 16 5 8 10 48.0 16 16 11110 12 16 16 4 6 7 16 10 3 5 6 16 16 12 13 16 16 16 5 7 9 16 11 3 6.25 7 63.0 16 16 625 8 ' 9 15 7 3 4 5 13 4 7, 4 4 16 16 7 ID 12 16 8 3 6 7 15 5 ' , 5 6.25 75.0 16 16 ■ 5 825 8 13 4 �' , 4 4 13 4 % 4 4 16 16 5 8 10 15 5 5 6.S 15 5 . / 5 625 16.25 MOP 13 4 f , 4 4 13 4 4 4 13 4 4 4 15 5 � 5 6.25 15 5 �, 5 625 15 5',. 5 ANCHOR SCHEDULE FOR CONCRETE BLOCK W3E81U TFASTENERSP, CDro(NOUS) REQUIREDFORVARIO USMIENLOADSAND5PARS ANCHOR TYPE R MINEMUM CONCRETE REQUE311145173 B €.g N/A NIN.4' EDGE DISTANCE SPANS UP TO S-0 (SEE NOTE 1) SPANS UP TO S$ (SEE NOTE 1) SPANS UP ID I0.6 {SEE NOTE I) SPANS UP TO S-0° (ME NOTE 1) SPANS UP TO B$ (SEE NOTE 1) SPANS UP TO 14$ (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) Cl C4 0 CS OONNECTPON TYPE (SEE NOTE 3) Q C4 CS CONNECTIONTYBE Cl (STE110153) C4 li CS CONNECTION Cl WE NOTE C2 © TYPE 3) CONNECT103 15 (SEE NOTE3) Q O TYPE 84 COPA1E1ECTION 10 (SEE NOM TYPE 3) 4 99 =1Tr.1sa \1cw11c;1a4ye► .I WITH xi 51L6'0 uq 36.0 / 4 .4 1 , . 2 /i l nmen 16 16 14 16 16 16 116 A 7 48A rag�s I 16 8 11 14 15 625 8 12 7 5 6 15 63.0 gilg .�o�n ��gn 16 5 6 10 11 5 % 4 6.25 9 - V w!r 4 - 5 .0 75 �E /� i �I ra M 2002 E IN I�ii��AI 4 MEM 4 5 / =SWIM /��yyN� ENIERM'/� IffalffliffilinnaligiBargra 4 4 G: \MIDIspereh'_CAD\V3Knezevl h\ CAD2008\ HUrst\08-133\R1-P19108-133- 05.dw8, S/12/21308 3:5426 PM, 11 x 17, 1:1, rnww.M101sperete.com ANCHOR NOTES: 1. SEE ANCHOR NOTES ON PAGE 4 O 5. MIN. 2x ANCHOR DIAMETER MAX. I,2 AMOR SPACING OR 4' WHICHEVER I5 SMILER / SPACING PER ANCHOR MEDIAE SPACING PER ANCHOR SCHEDULE E091.20311 30405.TYP • • • • • •• • • •••• •• 4 • • • • •••• • •• • • •• •• • • • • • • • • • • • • • •• • •••N • L •••I ••• i0 • • • O • • • • •••• • • •••• a oe -0 I•• • • ••• rr • • • .8 11 • sheet 5of5 1. 4 • • • • • •• • ••• • Inspection Number: INSP - 149109 Permit Number: WS -7 -10 -1334 Scheduled Inspection Date: August 05, 2010 Permit Type: Windows /Shutters Inspection Type: Final Shutters Owner: LEANZA, DANIEL Work Classification: Window /Door Replacement Job Address: 10401 NE 2 Avenue Inspector: Bruhn, Norman Project: <NONE> August 04, 2010 Miami Shores, FL 33138 -2058 Contractor: NHTC CORPORATION Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 REPALCED WINDOWS AND DOORS INSTALL SHUTTER: Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 Phone Number Parcel Number 1121360130550 Phone: (305)878 -3971 Page 13 of 21 Inspection Number: INSP- 149110 Permit Number: WS -7 -10 -1334 Scheduled Inspection Date: August 11, 2010 Inspector: Bruhn, Norman Owner: LEANZA, DANIEL Job Address: 10401 NE 2 Avenue Project: <NONE> Contractor: NHTC CORPORATION Building Department Comments REPALCED WINDOWS AND DOORS INSTALL SHUTTER Passed ✓" ��/Ye' Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 10, 2010 Miami Shores, FL 33138 -2058 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Cc For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1121360130550 Phone: (305)878 -3971 Page 10 of 20