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WS-08-2063 * st!°s rp Miami Shores Village t�f ?" �t1t81S 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 � `mss Prox y s� Phone: (305)795 -2204 <- �caRmA v Expiration: 04/20/2010 Project Address Parcel Number Applicant 149 101 Street 1131010230140 Miami Shores, FL 33150- dock: Lot: MAIRI cALLAM Ow ner Info _ Ad dress _ Phone Cell MAIRI CALLAM 149 101 Street MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 HOME OWNER _.. Total Sq Feet: 0 Type of Work: DOOR For Inspections please call: No of Openings: 1 (305)762 -4949 Additional Info: IMPACT Available Inspections: Classification: Residential Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $0.60 WS -11 -08 -33333 $ 234.55 $ 184.55 j 3 Education Surcharge $0.20 f'S Notary Fee $5.00 WS - 08 - 33333 $ 234.55 $ 234.55 $ 0.00 Permit Fee $110.00 Check #: 5195 Scanning Fee $6.00 Submittal Fee $50.00 SubmittaRversal Fee ($50.00) Technolouj Fee $2.75 Work wit Pt Permit Fee $110.00 Total: $234.55 c� ml 0 In consic&oation of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertainin"ereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In acceptinfj�his permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required &ff ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. r-- Q OWNER!ff'AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construe and zoning. Futhermore, I authorize the above -named contractor to do the work stated. �2 October 28, 2009 ;9�jthorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy October 28, 2009 1 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 128880 Permit Number: WS -11 -08 -2063 Scheduled Inspection Date: November 12, 2009 Permit Type: Windows/Shutters Inspector: Bruhn, Norman Inspection Type: Final Owner: CALLAM, MAIRI Work Classification: Window /Door Replacement Job Address: 149 NW 101 Street Miami Shores, FL 33150- Phone Number Parcel Number 113101023014 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACEMENT OF FRONT DOOR WITH IMPACT DOOR Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 100806. NEEDS TO BE CALLED BEFORE YOU ARRIVE 786 - 277 -6361 ` No one home. NB Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 10, 2009 For Inspections please call: (305)762 -4949 Page 19 of 31 i Miami Shores Village g tiff Building �o� g p 10050 N.E.2nd Avenue, Miami Shores,.Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 �� . *f5 fig -7 0 BUILDING .�...- ---- -� t,, �° Permit No � PERMIT APPLICATI { { 1� ter Permit No. FBC 2004 t '�, 6 M h u_ Permit Type (circle): Building Roofi Owner's Name (Fee Simple Titlehold r) kA I N V ( Phone # gt�j IIJ Owner's Address 1 Cit S State Zip ?2 ['7 Tenant/Lessee Name Phone # Job Address (where the work is being done) l j AAL) I D I City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name / ^ \-- Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone Value of Work For this Permit $ I O ® Square / Linear Footage Of Work: I Re of Work: QAddition ❑Alteration ❑New ❑ ' Repair/Replace ❑ Demolition Describe Work M :`PM) dD 7 S"ttal Fee $ Permit Fee $ 11 1 !! �� CCF $ nn CO /CC ry $ Training/Education Fee $ 0 •o O Technology Fee $ O� Sc'anning $ Radon $ DPBR , Zoning ,: ®� nd $ Code Enforcement $ Double Feel; J Structural Review. otal Fee Now Due $ _ See Reverse side -� i_ 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. 1 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 2W0 , by 044 (ko 493 61AV day of , 20 by , who is personally known to me or who has produced 1 S who is personally known to me or who has produced LA-. 1 177 Z As identification and t an oath. as identification and who did take an oath. NOTARY PUBLIC: \Gw NOTARY PUBLIC: So X Sign: ''''. f Sign: Print: .'_ Print: ,;, � off,••. My Commissiorr,Expires: My Commission Expires: APPLICATION APPROVED BY: /t�� - tJf Plans Examiner Engineer Zoning (Revised 07110/07) VILLAGE OF MIAMI SHORES `' r OWNER BUILDER DISCLOSURE STATEMEN �� • '"""" " � ' NAME: "? Y fl l Y `� DATE: t— 4 ADDRESS: W I o l�. t4_ Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Myself. Initial T. () 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required to be issued for reinstatement of the permit. Initial �. 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code - only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub - contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial D 6. 1 understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project-they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial -� -�--- . D • 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial z. t Was acknowledged before me this day of 0/ , 20 By 'oki4 &4 ObVff who was personally known to me or who has Produced there License or r�ty�i5 �� (� f77 as identification. OWNER o NY 0A CAI) I N W& \\ stow "i Miami Shores Village . building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Job Name Date �„�- f •p STRUCTURAL CRITIQUE SHEET (!p Ta Aa.,tr ,,tl s;o(c..., a e 1 r/ 4,„•// ogc �Je� e7 S P C. O ld rT l a& 4 & -f - 4 7�/ i�.r1�, j Q/ _V�0,6.vk A na �/r- — r4 � /O 4" A �D� t� Parcel Owner Report Parcel Number: 1131010230140 149101 Street NW Miami Shores Village FL 33150 - Tax ID: 1131010230140 Owner Information MAIRI CALLAM Current Owner: Yes Phone: Related Permits p ber Application Date Expiration Date Status Decks /Gazebos/Trellises T -10 -08 -179 10/08/2008 01/01/2999 APPLIED Imported Permit BP2004 -324 03/10/2004 09/06/2004 CLOSED Imported Permit BP2002 -901 05/09/2002 11/05/2002 CLOSED Imported Permit BP -880 05/06/2002 10/30/2002 CLOSED Paint 7 07/06/2007 05/23/2009 APPROVED Windows /Shutters WS -11 -08 -2063 11/26/2008 01/01/2999 APPLIED Wednesday, November 26, 2008 Page 1 of 1 DQ� o o <a NW �v t gB�R�S t p RIB WINDOWS/DOORS /SHUTTERS WIND LOAD CALCULATIONS Please fill in the information requested: ADDRESS OF HOME / q I �) t - HIGHEST POINT OF ROOF � G U E"E HEIGHT OF ROOF -! BUILDING VdtllTH J� BUILDING L,FNGTH The site specific plan must show the distance of the openings from the nearest corner. Wind Loads per RFBC 301.2(2) & 301.2(3) 150mph exposure C Mean Roof Height Zone 4 8 d Zone 5 ( -} P s � F— 15' <+ 49. 1 53.1 -65.6 15' -20' +52.3 - 6 -69.9 20' — 25' +54.7 -59.3 -73.2 *Zone 5 is any opening within the corner distance from any corner. *Corner distance is .4 x mean roof height or. 10 x width, but not less than 3' Miami Shores Building De artment 7 `1111 1 2 = cll Product Approval Schedule / Comparison Chart Address: I /' Permit Opening Description of Window ProductAcceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes ! No (+) PSF ( -) PSF ( +) PSF ( -) PSF T 7 10 All i i I I I (D MIA LaADE MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (RCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www buildings u e com Trinity Glass International 4621 192t Street East Tacoma, WA 98446 ( A -e-5° 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: "Premium" 6'-S" Outswing Glazed Fiberglass Door APPROVAL DOCUMENT: Drawing No. S -2558, titled "Single & Double `Premium' Fiberglass Full Lite Door Outswing `Non - Impact' ", sheets 1 through 7 of 7, dated 06/27/05 with revision #E2 dated 03/16/06, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None 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. Faihue 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 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 05- 0713.05 " Eaphmtlon Date: April 20, 2011 Approval Date: April 20, 2006 Page 1 Trinity Glass International NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No S -2558, Sheets 1 through 7 of 7, titled "Single & Double `Premium' Fiberglass Full Lite Door Outcwing `Non- Impact' ", dated 06/27/05 with revision #2 dated 03/16106, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Flush Glazed Premium Door, prepared by Testing Evaluation Laboratories, Inc., Test Report No. TEL -05 - 0625-1, dated 06/29/05, signed and sealed by Wendell W. Haney. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, dated 07/01/05, prepared by R.W. Building Consultants, Inc., signed and sealed by Lyndon F. Schmidt, P.E. Complies with ASTM E1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Test Report No. ETC4K- 781 - 17122.0, prepared by ETC Laboratories., issued to Trinity Glass International, dated 10/19/05, Polyurethane Foam, tested per ASTM D2843 "Self Ignition Temperature"; ASTM E84 "Flame Spread Index ", ASTM E84 "Smoke Developed Index", signed and sealed by Joseph Labora Doldan, P.E. 2. Notice of Acceptance No. 05- 1206.01 issued to Trinity Glass International, for their Unfinished Fiberglass Door Skin approved on 03/02/06 and expiring on 03/02/11. 3. Notice of Acceptance No. 02- 0429.11 issued to Trinity Glass International, for their Trinity Lite Frame approved on 07/3/02 and expiring on 07 /03/07. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated 07 /01/2005, signed and sealed by Lyndon Schmidt, P.E. 2. Statement letter of no financial interest, dated 03/31/2005, signed by Andrew Na. G. OTHER 1. Letter from the consultant, dated July 15, 2005, stating that the is compliance with the Florida Building Code (FBC). Ar Man rez, P.E. Product Cok&0V&am1ner NOA No 05-0713.05 Eapiradw Date: April 20, 2011 E-1 Approve! Date: April 20, 2006 t c 36.18" 71.25" MAX. FRAME WIDTH MAX. FRAME C I N T E R N A T I O N A L 34.50" MAX. WIDTH PANEL 4621 192nd STREET EAST TACOMA. WA 98446 2 o. WIDTH 34.50" MAX. o TEL: 253- 875 -7300 FAX: 253 -875 -7301 PANEL WIDTH z a SINGLE & DOUBLE "PREMIUM"° FIBERGLASS FULL LITE DOOR l 5 OUTS WING W W a W d a g "NON - IMPACT" a % o a 0 Vg ° GENERAL NOTES H7 ,/ /7 ® f Do 1. THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE FLORIDA BUILDING CODE INCLUDING THE "HIGH VELOCITY HURRICANE ZONE ". 2. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR 1 S #t EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I 21,00" 1 a�l ye 3. WHEN USED IN THE "H1CH VELOCITY HURRICANE ZONE" THIS PRODUCT DOES NOT MEET • { MAX. F� G� SECTION 1626 OF THE FLORIDA BUILDING CODE AND REQUIRES AN IMPACT RESISTANT D.LO. � n COVERING APPROVED BY MIAMI WE COUNTY BUILDING CODE COMPLIANCE OFFICE. DOUBLE PATIO DOOR HINGED DOD a 4. FOR 2X STUD FRAMING CONSTRUCTION, THE ANCHORING OF THESE UNITS SHALL BE THE SAME AS THAT SHOWN FOR 2X BUCK MASONRY CONSTRUCTION. S. CONDITIONS NOT COVERED BY THIS DRAWING ARE SUBJECT TO FURTHER ENGINEERING DESIGN PRESSURE RATINGS (PSF) ANALYSIS. ASTM OVERALL OVERALL E1300-98/0 6. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY 70 TRANSFER LOADS 7p FRAME DAYLIGHT � STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL. UNIT TYPE DIMENSION DIMENSION G LASS TYPE POSITIVE I NEGATIVE 7. FOR DESIGN PRESSURE RATING SEE CHART THIS SHEET. SINGLE DOOR 36.18" x 78.62" +55.0 -55.0 � �+ 8. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES. 1/8" TEMPERED DOUBLE DOOR W/ 71,25" x 78.62" 21.0" x 63.0" - AIR - +55.0 -55.0 ENOURA ASTRAGAL 1/8" TEMPERED DOUBLE DOOR W/ 71,25" x 78. 22" +50.0 -50.0 COLUMBIA ASTRAGAL m cl TABLE OF CONTENTS SHEET DESCRIPAON g k 1 TYPICAL. ELEVATIONS, DESIGN PRESSURE & GENERAL NOTES 2 SINGLE DOOR HORIZONTAL & VERTICAL SECTIONS 6127105 3 DOUBLE DOOR) HORIZONTAL & VERTICAL SECTIONS Approveiueoaptyk {wNb lM scar: N.T.S. awdft a 4 FRAME ANCHORING - SINGLE AND DOUBLE DOOR of* S � �: EW LFS 5 COMPONENTS "oh", 6 COMPONENTS DRA kc mc. 7 BILL OF MATERIALS. COMPONENTS & GLAZING DETAILS Iq S -2558 S 1 a 7 a i 34 t � /Jrw 33 36 h > r 11A UN 12 z 10 1 21 37 27 1.14" MIN* w; 34 T7 PENETRATIpN o n 34 7 2 +» INTERIOR 2 .14" MIN. 33 34 FXTERI 33 CTR -SINK 36 2IN • 36 ,, 21 12 3 ill s ' 1 27 12 ... 38 INTERIOR 26 •1 �; =•j 12 5 �, a 9 35 35 I w 37 ERIO g 13 7 32 23 43 17 10 16 24 25 N ^� DATE: Y27/05 05 /2 1VERTICAL CROSS SECTION HORIZONTAL CROSS SECTION 1PVp1i + +� scALE' N•T,S. owc. BY: EW �, Z� NIM cfac. er: IFS i� Ay 5 -2558 "� sfiEfr � or 7 IY a 34 ro a 21 7 8 m wg p s g 40' ^ 20 36 � NOTE E2 4 i 11 "_"' a / I / C? 4 CL 22 1 • ry` 10 r � `• � OFFSET FOR t CLARITY 32 37 27 2 v 23 16 43 17 38• 21 15 I o� M� T O 1 HORIZONTAL CRO SECTION EIS c5u 2 SHOWN W/ENDURA ASTRAGAL ai C.LY.LAa,2 � O 1. 9) # 10 X 2.0" PFHWS LOCATED FROM TOP OF 2 DOOR ® 0.25 7.4375 ", 14.625 , 25,125", 37 3 2 34.50 ", 52.125 ". 61.625 ", 68.875 , 75.50 ". 27 a • �n fyy , ` 1.14" MIN. 2. (10) #8 X1" PFHWS LOCATED FROM TOP OF Z9 PENETRATION DOOR 01.125 ", 8.125 ", 16.125 ", 24,125 ", 9 A :a 2w 32.125', 42125 ", 50.125 , 58.125 66.0 ", 12 5 1 � 34 33 CTR -SINK 74.0 ". 9 m z w 36 35 35 f 3 } as `6 SEE 21 NOTE 1 39 42 12 3q N 27 > iZ 26 1 17 1 27 38 0 0 yy .o INTERIO \ 1 2 1VERTICAL CROSS SECTION � o p rY • ` ;;'J// , k'':y 1 "� CID R t`r ti DATE: 6,/27/05 OFFSET FOR s0mrbiwah61 Aa �° N.T.S. 7 10 ;�r 37 38 E RIOR CLARITY 8 "S-2558 13 25 24 /8 23 43 37 M i HORIZONTAL CROSS SECTION 16 15 17 10 ®Y 14 �/ SHOWN WfCOLUMBIA ASTRAGAL k sr+ccr 3 � 7 1 , + � ! 7 / a » $ � ® ■! � k L� © 4 ® © � 6 � 6 § } (} A e £ � £ �P. §� oa R Da— . �b JAMBS % STR IKE � «o AL %/ k$ � ® a ui wG±mmASTRAG k wa&¥ ASTRAGAL AN FOR SINGLE DOORS \§ )§ G) s �, k! �. k! !ems 2a SEE , SE MBE , .£a F _ _ _ _ FRAME 2 a t% « a §q $ ■@ � DOUBLE DOOR ER6k 6Mgo* Ac DOOR FRAME *aA& %t j HINGE ) ® RTES m- :mss / BOB __ R K t 114" TAPCO REQUIRE 4 MINIMUM z 'CLEARANCE TO MASONRY me AND w CHV - t # MINIMUM y CLEARANCE TO ADJAC T DON [ S-2558 A A n C C C mW B WALL 0.055" e n x WALL $ 8 12 N B N N 00� p� yi ¢S 12 l 9.75" a e�8 1.383" -- 1.75" o ALUMINUM ASTRAGAL ASSEMBLY ALUMNUM ASTRAGAL /;� ALUMINUM ASTRA ASSEMBLY BY COLUMBIA AL PRODUCTS J;1 ALUMINUM ASTRAGAL .060 THK. ALUM. . COLUMBIA PRODUCTS \ J BY ENDURA PRODUCT S f BY ENDURA PRODUCTS .060 THK. ALUM. 6063 -T5 ti 19.75" 1 15.500" r �- 0.50" -;j 0.580" 1 1 co 1`1 ro r\ BOLT RET. o /' BOLT RET. A LU I 607T0M TOP / BOTTOM ALUMINUM 6063 -T5 ALV INUM 6063 -T5 �- 20.000" °°-- 5 /96 ° 0 M 19.625" N'S" BOLT ROD e G STEEL o SLIDE BOLT ROD p STEEL "a S s Fiftib p Mrmswu4ma . .S, N T axe owc. ar E1V a NO" kRt,id cHK er. LFS onRwMC tro.a S -2558 x c gg 1.358" 0.875 " 1.562" r �!— .217" 8 o = 1.562" nor g € d >;f iv iv .079' � (O 3 ; 11 TOP RAIL EDGE 9A 90TfOM f7Af SUPPORTER 15 LOCK STILE SUPP ORTER j;l LOCK S71LE STIFFENER 8 LOCK STILE EDGE 0.307' , I 1.907" —;) 0.103" v`Oi 1.562" 1.562" co� a N �� N O_� CFCff mm co N N o 2,362" TOP RAIL SUPPORTER g 80Tf RAk EDGE f'3 NINGE STkE SUPPORTER 14 ldINCE SP LE fDGF I 4.560" 1.220" 4.560" 17 LOCK BLACK � 2.435" ID r 0 d o o$ Q N L DATEt Y27/05 WAM N.T.S. tf¢sta my - en EW j9bhg 5' wx-4 � SiLL KEY �• er: LFS 5 -2558 TEEM DESCRIPTION MATERIAL 1 FIBERGLASS SKIN 0.079" MIN. THICKNESS FIBERGL45S P7 18 x 1 1/8" SELF - THREADING SCREW SCREW PLUG SPACED AT 8.75' D.C. h 2 LATCH JAMB FINGER -JOINT PINE WOOD LITE FRAME, yr n 3 HINGE JAMB - FINGER -JOINT PINE WOOD INTERIOR .250 THICK SWIGGLE (TRUSEAL) 4 HEAD JAMB FINGER -JOINT PINE WOOD 5 OUT -SWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUMINUM TEMPERED GLASS 1 /ti" THICK R p a 6 114" x 2 -314" TAPCON STEEL 7 2X BUCK WOOD N !�•: B STRIKE PLATE SCREW 18 X 1.5" PFH SMS (2 REQUIRED) STEEL 9 COMPOSITE BOTTOM RAIL EDGE PVC 4 SA COMPOSTE BOTTOM RAIL SUPPORTER LVL a 10 DOOR PANEL CORE FOAMED IN PLACE POLYURETHANE HOT MELT ADHESIVE O `a 11 COMPOSITE TOP RAIL EDGE WC LITE FRAME, GLASS O.5" M o G i1A COMPOSITE TOP RAIL SUPPORTER LVL EXTERIOR SITE TEMPERED GLASS 1/8" THICK 12 WEATHERSTRIP (X80650 Q -LON FOAM t3 LVL HINGE STILE SUPPORT POPLAR rt A7ING DFTAII HOT MELT GLAZING COMPOUND 14 COMPOSITE HINGE STILE EDGE Py( g 15 LVL LATCH STILE SUPPORT POPLAR 16 COMPOSITE LATCH STILE EDGE PVC 17 LVL LOCK BLOCK POPLAR 18 3.983" X 4.0" HINGE MIN 0.098" THICK STEEL 19 SILL 70 JAMB KIT p(/ qSq 4.563" -�-- —�{— I ` 4.563" tI " 10 ENDURA FORCE V COMPRESSION WEATHERSTRIP FOAM 21 KW9CSET LATCH GRADE 11 STEEL qI y 22 KWIKSET DEAD90LT GRADE 9 STEEL N N 3 23 STRIKE PLATE STEEL t 24 HINGE TO JAMB SCREW 19 X .525" PFHWS (3 REQUIRED EACH HINGE) STEEL 25 HINGE TO BUCK SCREW 110 X 2.0 PFHWS (1 REQUIRED EACH HINGE) ^+ STEEL O 26 HINGE TO DOOR SCREW 19 X 1.0" PFHWS (4 REQUIRED EACH HINGE) STEEL $ OUT - SWING THR ESHOLD 2 SIDE & HEAD JAMBS 27 LITE FRAME SCREW 18 X t -118" SELF THRFAONNG STEEL 28 NOT USED — 3 I - 29 NOT USED - 4 W 30 SILL SCREW TO 44MO 16 X 1 - I14 PFH O YWALL (2 REQUIRED) STEEL 1.583 r 2 31 SILL SCREW TO THRESHOLD fS X T -1/4 PFH DRYWALL (3 REQUIRED) STEEL ft 1 32 1a X 2.0" STRIKE PLATE SCREW STEEL I " 33 JAMB TO RUCK SCREW 110 X 2.5" PFH SMS STEEL 3,983" 34 MASONRY CONE 0) o iiiFFR 35 SEALANT - O Q Q 36 MAX 1/4" SHIM WOOD R SC, T 37 LITE FRAME FLUSH) ASS Q Q C 38 i" INSULATED GLASS - 1/8" TEMPERED AIR 1 /a" TEMPERED GLASS d 39 ASTRAGAL TO DOOR 110 X 2.25' PFHWS STEEL Q Q WTG 6/27/ 40 ASL'RACAL (ULTIMATE ASTRAGAL BY ENDURA) ALUMINUM Q Q vN" scut: N.T.S. 41 ASTRAGAL TO DOOR 1 8 X to" PFHWS STEEL DMS ow_ BY EW 42 ASTRAGAL BY COLUMBIA) ALUMINUM HINGE. an LFS 43 tOCK $TILE STIFFENER (6063 T -6 ) ALUMINUM 1 & ORAWV4 NCK° 9J S -2558 sWatr 7 a 7 MIAMI- QADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade. Poma Corporation 9040 Belvedere Road West Palm Beach, FL 33411 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 desi ned to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Stor Panels Shutter APPROVAL DOCUMENT: Drawing No. 06 -537, 0" Aluminum Storm Panel ", sheets l through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision #0 dated December 06, 2006, 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 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 # 01- 0410.10 and consists of this page 1, evidence submitted pages E -I & E -2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 06- 0823.06 ° y Expiration Date: 08/16/2011 03/ Z 7_/1-007 Approval Date: 03/22/2007 Page 1 t Poma Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 01- 0410.10 A. DRAWINGS 1. Drawing No. 00 -408, titled "0.050 " Aluminum Storm Panel ", prepared by Knezevich & Associates, Inc., signed and sealed by V. J. Knezevich, P.E., dated March 30, 2001, last revision 92 dated August 13, 2001, sheets 1 through 4 of 4. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure test Loading, per PA 202 -94; 2) Large Missile Impact Test, per PA 201 -94, and 3) Cyclic Loading Wind Pressure Test, per PA 203 -94 of aluminum storm panels, prepared by Construction Testing Corporation, Report No. 01 -005, dated 0212412001, signed and sealed by Christopher G. Tyson, P.E. C. CALCULATIONS 1. Comparative analysis and anchor calculation, titled 0. 050" Aluminum Alloy Storm Panels, dated March 30, 2001, pages I through 31 and anchor manufacturers appendix, prepared by Knezevich and Associates Inc., signed and sealed by V.J. Knezevich, P.E. 2. Comparative analysis, dated July 16, 2001, 3 pages, prepared by Knezevich and Associates Inc., signed and sealed by V. J. Knezevich, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Invoice #167143 B, dated 08/18/00 for Aluminum Alloy 5052 -H32 by Commonwealth Aluminum. 2. Certified Tensile Test Report No. CTL #0296G, issued by Certified Testing Laboratories dated 03113101 for Aluminum sample CTC -01 -005, signed and sealed by Ramesh Patel, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS L Drawing No. 06 -537, titled " 0. 050 " Aluminum Storm Panel ", sheets I through 4 of 4, prepared by Thornton Tomasetti, dated December 06, 2006, last revision 90 dated December 06, 2006, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. None. lmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 E -1 Poma Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I. Revised Anchor Calculations and details for 0.050 "Aluminum Storm Panels, dated December 05, 2006, pages I through 15 of 15, prepared by Thornton Tomasetti, signed and sealed by V. J. Knezevich, P.E. D. QUALITY ASSURANCE I. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Examiner NOA No. 06- 0823.06 Expiration Date: 08/16/2011 Approval Date: 03/22/2007 E -2 I arms PRODUCT MARKING PRODUCT MARKING ww``m E LOCATION (OPTIONAL LOCATION) .090" R .250'• 2# 250" u ALT. STUD 455" ° 0 090" 060 "O R.250" DIRECTION090 "(TYPI>; 1.607 055 1.807" y 055" 1.807" �"' T. 060 --, �y •m F P d' c 1.453' 12.00" COVERAGE 4 L i)1 1 0 N 4.00" MAX. N o O 6.00 7.463" COVERAGE 2.01" 2.000" /4 2 MACHI E 2.00" �r4i'n E 14.927" SCREW STUD as 2.260" 2.280^ @ 6" OR 12" O.C. � m � O STORM PANEL 1a HALF PANEL O 'h" HEADER O "U" HEADER O STUDDED ANGLE O ANGLE Q� `• H SCALE: 3" . 1' -0" SCALE : 3" . 1' -0" SCALE : 3" " 1' -0" S CALE: 3" . V -0" SCALE: 3" . V -0" SCALE : 3" = 1' -0" ONE HALF PANEL PER OPENING MAY BE USED r �aBm m L AS REQUIRED TO COVER .060" m,275 - 0 a3 '° OPENING Ohm o f ' _ .22 E. U „d7B" .380" m L ;o x.275° .660" tt -.178" .4 85" x.275' .660•• .690" m ZOS' .60 ,080'• "m 097 F iiy .6 ALT. LEG _ ,843" .097 m .880" O _q GENERAL NOTES: DIRECTION 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH 1 ZAMACALLOY f V E THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE INOA) BY "E" TRAC "F' TRACK REV.'P ANGLE W WINGNUT X 090" THICK d O MIAMI - DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE O6 6a 6b O7 �g KEYHOLE" WASHER W ./ ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004 WITH 2005 SUPPLEMENT. SCALE :3" + V -0" SCALE: 3" • 1' - 0" SCALE : 3" + 1' - 0" SCALE :HALF SIZE SCALE: 3" . 1' - 0" �j 3003 - H 74 ALUMINUM ALLOY OW N 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS V EN PRODUCT. WIND LOAD DURATION FACTOR Cd z 1.6 WAS USED FOR WOOD SCREW W $ DESIGN. WIDTH UNLIMITED r 2q S 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING IPERP. TO PANEL SPANI 3'u THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING SECTION - TOP M OUNT 4L WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -02, o A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. PLAN VIEW N 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FASTENER @ 12" O.C. FOR 1/4" MAX. ' FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. DESIGN LOADS LESS THAN OR EQUAL O.C. 11 O P.S.F. c. S. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61GIS -23 u w ut / AND A .0 FOR c Lm OF THE FLORIDA ADMINISTRATIVE CODE. j DESIGN LOADS GREATER Q THAN 110 P.S.F. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY A LICENSED a lSEE ANCHOR SCHED. CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE wl" FOR ANY ACCEPTABLE - - - - v CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING a a o ANCHORI --- 1e - STRUCTURE DOES N OT DEVIATE IN EITHER FORM OR MATERIAL FROM THE a a �; .625" E PIECE: 1I ^°I E"9 � o STRUCTURAL SUBSTRATES DETAILED HEREIN. w 9 20 0 " 1" x 2" x NOSE" MIN. ALUM. ANGLE CLOSURE I RUC IJ9l1 n 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID X o m 2" x 5" x .055" MAX. l j THE APPROVAL DOCUMENTS. B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE .313" 0 EXISTING � BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: J N \ &BLOOM /; STRUCTURE TOP i A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED. DATED AND _ C 0 20016 SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL \ ` .._-- - - - --- AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE 12 "� BOTTOM MOUNT I PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL f p �I ° GRANTING HIS /HER APPROVAL. l i o 51 REQUIRE THAT A TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND O TYPICAL ELEVAT / SECURED FROM THE HE MI MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION ° WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE o s n ZONE AREAS ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. FASTENER @ 12" O.C. FOR a 1_1/2" 9. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A rM1� DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED q AS FOLLOWS: ND 9" D.c. FOR OE51 LOA05 GREATER Ti POMA CORPORATION - ^ / THAN 110 P.S.F. •o WEST PALM BEACH FLORIDA �/ \�J (SEE ANCHOR SCHED. MIAMI "DADE COUNTY PRODUCE CONTROL APPROVED FOR ANY ACCEPTABLE a1 a i / / / / / /1 d �1 O 1/2" OVERLAP -� ANCHOR) 10. STORM PANELS SHALL BE 3004 -H34 OR 5052 -H32 ALUMINUM ALLOY 0.050" THICK +Y EXISTING (WITH F 28,850 P.S.I. MIN.1. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM EXISTING STRUCTURE PROOL'+rT t::^VISED ALLOY, .O.N. STRUCTURE ALUM. ANGLE CLOSURE PIECE: ��� 1 " µith tMO o. a 1" x 2" x .125" MIN. TO F Y' n 11. ALL FASTENERS AND BOLTS TO BE 2024 -T4 ALUMINUM ALLOY, 304 SERIES 2" x 5" ­125" MAX. swing Cwtr °i " 12/06/2006 STAINLESS STEEL, OR GALVANIZED STEEL WITH A 33 K.S.I. MINIMUM YIELD A¢a.PaanrsN 23.oL 0 STRENGTH. AS NOTED MCR 12. TOP b BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS .2 DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. BY " Nw vIK aml Dad ¢Q a" na -` 13. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TYPICAL PLAN VIEWS p9vision 06 -537 TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS a AT THE JOB SITE BEFORE COMMENCING WITH THE WORK. SCALE: 1 -1/2" . V - sheet 1 of 4 i EXISTING CONCRETE, EXISTING CONCRETE, EM HOLLOW K OR HO LLOW YP. 00 J - Tll 7 C Y ll.R (TYP I TOO T CONNECTION & BOTTOM Y OP :m ftM REFERENC I- SCHEDULE FOR MAX. 4) SPACING CON 8 P, RE RENCE NECR ANCHOR N R EMBED. SCHE DULE FOR MAX. - vr SP A CING 35"o 17 e 'o 2 1/4" MAX. �� 1/4" MAX. E Z go SEEGLAS G S SCHEDULE 0 SEE GLASS SCHEDULE (D Z z w - GLASS Z I z OR DOOR z < GLASS , < IL OR DOOR— W I , G 1 CONNECTION TYPE < 1 m a: Q. 0: 4 y REFERENCE ANCHOR X (DCONT. — 0 SCHEDULE FOR MAX. p WITH 1/4-20 >� `­ r SPACING /8 ACHINE BOLT a 14 O 3 (DCONT. @ 12" O.C. MAX. W eg z E -K CONNEcnON TYPE 0. Q Ex I� o R WI 1/4-20 x 5/8" S EFERENCE ANCHOR , I CHEDULE FOR MAX. 'Qc 12" D.C. MAX. cc SPACING 0 Z_= EDGE DIST. ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL WALL MOUNT SECTION CEILINGANSIDE MOUNT SECTION 0. SCALE t 3" = V-0 SCALE: 3 = V-0" Cl CONNEcnON TYK REFERENCE ANCHOR SCHEDULE FOR MAX. EM BED. NIE nON TYPE EMBED. IN 0 O VjjgH ' C RE d SPACING x T �A�HIN�J�OLT (TYP) REFEREN EE ANCHOR '11 8N SD P R W N 12" a C. E SCHEDULE FOR MAX. P & Bo TYP- TTOM SPACING EXISTING CONCRETE, 5 CON T. TYP, TOP & BOTTOM A L—J�j EXISTING CONCRETE, , H OLLOW BLOCK OR HO LLOW WITH THE 2� LEG Qp D FR A BO TTO M T�S. & , 1C K & OT �S. TYP. V. KnezeVich WO , y HORIZONTA AS S HO WN T P � P � BOTTOM ml &HP WITH 1/4-20 x 5/8" Q C E -20 5/8 t Q C E BOLT LM 12" D.C. MAX. I WITH 1/4 BOLT @1 12" O.C. MAX. 5 w 0 z SEE GLASS SCHEDULE z z < GLASS w 5 z 1 GLA DOO SEE GLASS SCHEDULE z I, OR DOD OR DOOR < z a < a¢ w X w &Q WITH 1/4-20 5/8" o AC H E BOLT (M 12" O.C. MAX. a Cl CONNEIM mt v REFERENL MOVABLE FASTENER SCHEDULE FOR MAX tz SPACING 'i'A vields a W E 1/4-20 S.S. TRUSS HEAD BOLTS ON KEYHOLD WASHER. ENGAGE C dll OL r HEAD IN NARR PORTION C3�MONTYPE C, K WASHER. 12/06/2006 H RE ANCHOR OF KE SCHEDULE FOR MAX. CONNECTION TYPE D. SPACING REFERENCE ANCHOR SCHEDULE FOR MAX. Ry SIDE CLOSURE REQ'D. (SEE PLAN VIEW) SPACING BUILD-OUT MOUNT SECTION WALL MOUNT SECTION (DIRECT MOUNT) SCALE � 3" . V-0" SCALE � 3" = l'-0- 06-537 sheet 2 of 4 BN p ANCHOR SCHEDULE ANCHOR SCHEDULE FASTENER MAXIMUM SPACING ONCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS a. H 'a LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE LOAD MIN. 3/4' EDGE DISTANCE R o p ff (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO (W) SPANS UP TO SPANS UP TO SPANS UP TO d P.S.F. 5' -6" W -8" 10' -8" 5' -6" W -8" 10' -8" P.S.F. 5' -6" W -8" 10• -8 E ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1 ) ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) c 2 (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE N (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE ir .� L NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) X NOTE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) Cl C2 C3 C4 C5 Cf C2 C3 C4 C5 C1 C2 C3 C4 CS Ct C2 C3 C4 C5 Cf C2 C3 C4 C5 C1 C2 C3 C4 C5 W 1) Ct C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS 48.0 12 12 12 12 12 12 12 12 11 11 12 12 12 8 B 12 12 12 72 12 12 12 12 12 12 12 12 12 10 70 2 MIN. 48.0 12 12 12 12 12 12 12 12 10 10 12 72 12 8 8 Dy 3 3 H 63.0 12 12 12 12 12 12 12 12 8 8 12 9 12 7 6 12 12 72 12 12 12 12 12 10 10 12 10 12 8 8 63.0 12 12 12 12 11211 12 12 7 7 12 112112 6 6 1/4'O ITW APCON WITH 72.0 12 12 12 11 1 B�iR.a Q T 1 12 10 12 7 7 12 9 12 7 6 12 12 12 12 12 12 11112 8 8 12 10 12 8 8 1 /4 "O MI X .3 LONG 72.0 12 12 12 10 10 12 12 12 6 6 12 12 12 6 6 LAG 5RE 1T �1 N. 98.0 12 12 12 7 7 12 12 12 6 6 11211211. 6 6 �$�3 1 -3/4` MIN. EMBEDMENT 98.0 12 72 12 8 8 12 9 12 7 6 12 9 12 7 6 12 12 12 10 10112110112 8 8 12 70 12 8 8 1 -3/4" MBED. S!I �R PAR; gL TO 0 LU . ;192 P,S.I, CON 200.0 12 9 12 7 6 12 9 12 7 6 12 9 12 7 6 12 t0 12 8 B 12 10 12 8 8 12 10 12 8 8 RAIN 200.0 12 12 12 6 6 12 12 12 6 6 12 12 12 6 6 a2F V W * 48.0 12 12 12 72 12 12 12 12 12 12 12 12 72 10 10 2" M 48.0 12 12 12 12 12 12 12 12 7 7 72 12 12 6 6 o cc * 63.0 12 12 12 12 12 12 12 12 10 10 12 9 12 8 8 63.0 12 12 12 9 9 12 12 12 5 5 12 12 12 4 4 M V FEMALE E PANE A HATE" 72.0 12 12 12 12 12 12 10 12 8 8 12 9 12 8 8 O 1/4" MV .J" LONG 72.0 12 12 12 8 8 12 12 12 5 S 12 12 12 4 4 _ W/ 1- /4 MIN. D. L O LAG W WITH MIN Z 1/4- OMACHINE EW 98.0 12 12 12 10 10 12 9 12 8 8 12 9 12 8 8 1 -3/ SHgAR 98.0 12 12 12 6 fi 12 12 72 4 4 12 12 72 4 4 Q WITH NUT R PE 4 ENOIC�AR TO - ry 200.0 12 9 12 8 8 12 9 12 8 B 12 9 12 8 8 WOOD GRAIN 200.0 12 12 12 4 4 12 12 12 4 4 12 12 12 4 4 J O _ V 48.0 12 12 12 12 12 12 12 12 12 12 12 12 12 10 10 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 x. 48.0 12 12 12 12 12 12 12 12 8 B 12 11 12 7 7 Z ts v� E * ppwwq p� 63.0 72 12 12 12 12 12 11 12 9 9 12 7 10 7 7 12 12 12 12 12 12 12 12 12 12 12 9 12 10 10 * 63.0 12 12 12 10 10 12 9 12 6 6 11 5 7 5 5 a���„ 1/4 A P T SO 10 72.0 12 12 12 12 12 12 6 12 8 8 12 7 10 7 7 12 12 12 12 12 12 10 12 10 10 12 9 12 10 10 1 € O MALE/ 72.0 12 12 12 9 9 12 6 9 5 5 FE 11 5 7 5 5 8 s gg WIiX 7 B' �MgE MALE NE MATE• O m a S A t /t -20 S�AItILESS 98.0 12 12 12 9 9 12 7 10 7 7 12 7 10 7 7 12 72 12 12 12 12 9 12 10 10 12 9 12 10 10 W/ 1 -7/e" 1 MBE¢O. L 98.0 12 9 12 6 6 11 5 7 5 5 it 5 7 5 5 _ N STEEL MACHINE SCREW 1/4 -20 M SI:REW a _ 200.0 12 7 10 7 7 12 7 10 7 7 12 7 10 7 7 12 9 12 10 10 12 9 12 10 10 12 9 12 10 10 WI7 200.0 11 5 7 S 5 11 5 7 5 S 11 5 7 5 5 U ° g m' E" 48.0 12 12 12 8 8 9 9 9 5 5 7 5 7 4 4 12 12 12 10 10 11 ii 11 6 6 9 6 9 5 5 �q p 63.0 11 11 11 6 6 7 4 7 4 4 6 4 3 3 12 12 12 7 7 8 5 8 4 4 7 3 72.0 10 10 4 4 4 Z 3.0 A C W TH lots 5 6 3 4 3 3 6 4 3 3 11 11 11 6 6 7 3 5 4 4 7 3 4 4 4 pPlp{pR N07ES: 1/4'O ITW T P ON E I T �0 1 -1/4" MIN. MB M N 98.0 7 4 7 4 4 6 4 3 3 6 4 3 3 B 5 8 4 4 7 3 4 4 4 7 3 4 4 4 J Y 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. u 200.0 6 4 3 3 6 4 3 3 6 4 3 3 7 3 4 4 4 7 3 4 4 4 7 3 4 4 4 ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED T I THOSE 3 Q 48.0 12 12 12 11 11 12 12 12 7 7 12 8 12 5 5 SHOWN IN TABLE 1. 3 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL c 0 J * ��M EF�� 63.0 12 12 12 e 8 11 7 11 5 S 9 4 6 4 4 ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN C v J m 1• "ZE €� AN A f 1. 72.0 12 12 12 7 7 10 5 7 4 4 9 4 6 4 4 GREATER THAN OR EQUAL ER sopN UTTER AND SELECT SPAN rn Q V 1/4 20 wITM N u 98.0 ft 7 11 5 5 9 4 6 4 4 9 4 6 4 4 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. o = Z 200.0 9 4 6 4 4 9 4 6 4 4 9 4 6 4 4 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. V. ):xze2ech ri 48.0 12 i2 t2 12 12 12 12 12 8 8 12 12 12 6 6 12 12 12 12 12 12 12 12 11 1f 12 iZ 12 9 9 REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON J• („) TYPE OF EXISTING STRUCTURE. 't tt 63.0 ml t0 10 1Z 9 72 6 6 12 6 8 5 5 12 12 12 12 12 12 11 12 8 8 12 6 9 7 7 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' tt LKa�m: '` Iwe1 7/4 "0 ALL POINTS 50 ID 72.0 8 8 12 7 10 5 5 12 6 8 5 5 72 12 12 11 ft 12 7 11 7 7 12 6 9 7 7 RECOMMENDATIONS. I S T WITH 7/8" EM D. 6. MINIMUM STU EMBEDMENT AND EDGE DISTANCE EXCLUDES WAIL FINISH OR 88 7 4 - y0 STABILES 98.0 6 6 12 6 8 5 5 12 6 8 5 5 12 11 12 8 8 12 6 9 7 7 12 6 9 7 7 ST&L INE SCR CC. 2000 5 5 12 6 8 5 5 12 6 8 5 5 12 6 9 7 7 12 6 9 7 7 12 6 9 7 7 7• WHERE EXISTING STRUCTURE IS POST TENSIONED CONCRETE CONTRACTOR ��.� SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE Ii)1• C 0. - 06 o SUCH THAT CABLES ARE NOT DAMAGED. l= _ n 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMIN CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE ODD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY o FOR SIDE CLOSURE PIECES. 1� 9. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER `o j SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD tTUD. 3/4" z Y 0 EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =O.SS OR GREATER DENSITY. LAG SCREWS SHALL 'A S HAVE PHILLIPS PAN HEAD OR HEX HEAD. a � CI m 10. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS - i WAFER HEADHSIDEWALK U.OIN HER A PAN MEAD, TRUSS HEAD, OR La 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE j SCREW, NUT OR WASHERED WINGNUT. j MIN. 2x ANCHOR DIAMETER me ' t u ng n n rn cSe Fiuls9rc $ a MAX. 1/2 ANCHOR SPACING Bv?El.7gr v, g° SPACING PER SPACING PER AcceP;:Wsa: Na - B •O mrc 'rs ANCHOR SCHEDULE ANCHOR SCHEDULE Tixpfeation T?,eic ) 12/06/2006 _ 2;O;@[ MCB C tt2SOrt;1 �bD1T.." NW DIvIxWO C m. a. ALUMINUM ANCHOR FROM 537 A NCHOR EXTRUSION SCHED., TYP. ShN?et 3 Of 4 .I11� p r T g p MINIMUM STORM PANEL SEPARATION FROM GLASS (IN)* p MAXIMUM ALLOWABLE � B B STORM PANEL SPAN SCHEDULE L MIN. SEPARATION MIN. SEPARATION L POSITIVE NEG. DESIGN E.. E ACTUAL FROM GLASS FOR FROM GLASS FOR E Lmax. .a O1 Ei DESIGN LOAD O o 2 SPAN (LI INSTALLATIONS LESS INSTALLATIONS GREATER 1 YS N F' y LOAD (W) (FT - IN) THAN 30' ABOVE GRADE THAN 30' ABOVE GRADE (PSF) (FT - IN) E (PSF) (INCHES) (INCHES) tO 30.0 10 -8�o l�- 3 - 6 3 -1/2 1 -5/16 35.0 10 - 8 30.0 8- 8 3 -1/2 1 -7/8 40.0 10 - 4 O c 10-8 4 -1/4 2 -3/4 450 10 - 0 Via' m 3- 6 3 -1/2 1 -5/16 46.0 9- 10 m L 40.0 B - 8 3 -1/2 2 -1/8 50.0 9- 9 10 -6 4 -1/4 3 -1/8 55.0 9- 6 d w c 3- 6 3 -1/2 1 -5/16 60.0 9- 4 �j0 F U 50.0 8- 8 3 -1/2 2 -3/8 62.0 9- 3 m 9- 11 4 -1/4 3 -1/8 65.0 9- 1 3- 6 3 -1/2 1 -5/16 67.0 9- 1 O r 60.0 8-8 3 -1/2 2 -9/16 70.0 8- 11 _ 9- 6 4 -1/4 3 -1/8 72.0 B- 10 W +" a E 3- 6 3 -t/2 1-5/76 75.0 6- 8 Qa c 70.0 8 e 3 -1/2 2 -3/4 60.0 8- 2 v 9- 0 4 -1/4 3 90.0 7- 3 ¢ a Oe n 3- 6 3 -1/2 1 -5/16 100.0 6- 7 80.0 6 - 6 3 -1/2 1 -13/16 110.0 5 - 11 (j) Ci °xya m 8- 2 3 -1/2 2 -5/8 115.0 5- 8 3- 6 3 -1/2 1 -5/16 120.0 5- 5 z a 3e 90.0 5- 6 3 -1/2 1 -9/16 130.0 5- 0 J 7- 3 3 -1/2 2 -3/16 140.0 4- 8 3- 6 3 -1/2 1 -5/16 150.0 4- 4 p 100.0 6- 7 3 -1/2 2 160.0 4- 1 p .. 3- 6 3 -1/2 1 -5/16 170.0 3- 10 C 110.0 5- 11 3 -1/2 1 -3/4 180.0 3- 7 190.0 3 -5 ' • SEE TABLES 1 i 2 NOTE NUMBER 3 v 200.0 1 3- 3 I V.J. Knezevich v o n o i C 0 2006 I % TABLES 1 1 2 NOTlSi I a 0 1. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE p MAX. PANEL SPAN (1 POSITIVE LOADS LESS THAN OR . q g EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE. }' 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES. USE 3 r NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE C a h USED TO DETERMINE ALLOWABLE SPANS. o b Y 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. o 'E PRODUCT RSVISE0 a: Eaz:a2 �.nGe 8 e Exaif tiro DRPx o I r ma 12/0612006 we a. b E 65snai Ffe6¢ I}l;¢t E:acir� 'U NOTED MCR D1vlsiwl `/IK anw� m. _ 06 -537 sheet 4 of 4 r i