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278 NE 97 St (13)Issue Date: 8/22/2005 Owner's Name: None None Permit Type: Imported Permit Work Classification: <NONE> Job Address: 278 97 ST Contractor(s) Phone Primary Contractor Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/14/2006 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2005 -1231 Phone: 1132060133990 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,600.00 Required Inspections Fees Due Amount Miscellaneous $25.00 Renewal /Extension Fee $75.00 Total: $100.00 Invoice Number imp - 11 - 06 - 26797 Total: UP-4 fIct Amt Due $100.00 Amt Paid ti rC< U (: NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 4 h nspection Number: 1NSP 428 Inspection Date: 11/21/2006 Inspector: Grande, Claudio Owner: MILLER, GREGORY & KELLY Job Address: 278 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, November 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: N r: Bt;04 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number 954/817 -3349 Parcel Number 1132060133990 Lot: Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 4 h nspection Number: 1NSP 428 Inspection Date: 11/21/2006 Inspector: Grande, Claudio Owner: MILLER, GREGORY & KELLY Job Address: 278 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments Monday, November 20, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: N r: Bt;04 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number 954/817 -3349 Parcel Number 1132060133990 Lot: Page 2 of 2 BUILDING PERMIT APPLICATION FBC 2001 Owner's Address a r--7 O J V ? ]' , 5 / . . 44 j ( ju/ ( S Job Address (where the work is being done) Is Building Historically Designated YES $ Value of Work For this Permit / (P 00 Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 0E EW D AUG , $ 4805 Permit No. 'gRDS — IZ3 1 aster Permit No. Permit Type (circle): (Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) ( ,'p J l ` 1 /kV ) Phone # 1 5 1'(— cP/ 7 - 3 3 y k PS City ,4'( Js( tA1 hcOPs State 1• ^1— Tenant/Lessee Name City Miami Shores Vi11a.e County Miami -Dade NO V Zip 3 3 / 3 J Phone # Zip 3 3 r 3 P Contractor's Company Name wg E V Phone # Contractor's Address City State Zip Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Type of Work: ['Addition EAlteration ['New ❑ Repair/Replace Li Demolition Describe Work: R .eP lc i ci 6 id/ Gt 3 I ) t r 1 S , e ey) + / S it K flors. Code Enforcement $ Structural Plan Review. $ Square Footage Of Work: * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ l l 0 W CCF $ 1 -2 CO /CC Notary $ 5 n Training/Education Fee $ 0 . 40 Technology Fee $ Z 15 Scanning $ 3 00 Radon $ Zoning Bond $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature/�J f/�� Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this Ca) The foregoing instrument was acknowledged before me this day of , 20U,`r, by frit !le,- day of , 20 _, by NOTARY Sign: Print: pires: * * * * * * * * * * * * ** Sion E who is persona '. own to me or who has oduced �/� who is personally known to me or who has produced As identification and who take an oat as identification and who did take an oath. A �oTngYF; ,- IC: •G, NOTARY PUBLIC: My Com * * * * * * * * * * * * * * ** ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** O )--)-- O s Plans Examiner Engineer Zoning APPLICATION APPROVED BY: Chc 05/13/03 Sign: Print: ;F4,R 7ded �� s ' My Commission Expires: /4 Bye Produced VILLAGE OF MIAMI SHORES BUILDING DEPARTMENT OWNER BUILDER DISCLOSURE STATEMENT e I 6r I \ , 'ay - being the legal property owner, for the property ✓ Located at: 2 7 &Ji S , / t Q ti{ol.. t k�'�S /- l- 3 3 1 Legally described as 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 understand 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. DISCLOSURE STATEMENT State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that 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 or a farm out - building. You may also build or improve a commercial building at a cost of 525,000.00 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 completed, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal Iicensing ordinances. Any person working on your building who is not Iicensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes and zoning regulations. Proof of ownership provided ( ) Q initial of reviewing clerk. Tlie foregoing instrument Was acknowledged before me t 's 7 U day of , 200S LJ VfQV who is perso ally known to me or who has as identification an e who did take an oath. Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 8/22/2005 Applicant: GREGORY & KELLY Owner: MILLER JOB ADDRESS: 278 NE 97 Contractor Local Phone: Parcel # 1132060133990 Signed: (INSPECTOR) Building Permit Permit Number: BP2005 -1231 MILLER GREGORY & KELLY ST Fees: FEE2005 -11507 FEE2005 -11508 FEE2005 -11509 FEE2005 -11510 FEE2005 -11511 FEE2005 -11512 Description Building Fee CCF Notary Fee Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $110.00 $1.20 $5.00 $0.40 $2.75 $3.00 $122.35 Total Fees: $122.35 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 2/14/2006 Construction Value: $1,600.00 Work: REPLACING 1 SLIDING GLASS DOOR & 1 SHUTTER In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 3 & E1/2 OF LOT 4 BLK 30 LOT SIZE SEP 2 P d BY: Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: ?78 NE 2'7 57 , Permit No. -E,„_,- , S1 Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact 1D or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No (+}Pgf - f) PSF ( +} PSI (-4 1 61icil eV" Root' - 0$17.01 1 AQrp. hvi-IPr • OZ -0 411 + 41.7 — 1o'12 x K c.ies NC) tv® 1 Y 7 • • • • • • •• • • • • • • • • • ' • ••• •••• • • •••• • • •i • • • • • 1 • • • • •• • •. • • • •• •••• • • • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • 1 � e s MIA M MADE BUILDING CODE COMPLIANCE OFFICE (B PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE ( Traco Security Windows & Doors, Inc. 71 Progress Avenue f c Cranberry Township, PA 16166 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 "3000" Aluminum Sliding Glass Door APPROVAL DOCUMENT: Drawing No.04- 113 -0006, titled "Series 3000 Aluminum Sliding Glass Door ", sheets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 06/03/03 with revision "A" on 08/11/04, signed and sealed by Frank L. Bennardo, 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: 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. 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 sb fl b b'tro 'ictd tt thg il$e4 by the manufacturer or its distributors and shall be available for inspection at the job ile ato9heareiuist oflh: Building Official. This NOA revises NOA # 03- 0606.01 and, coctsists4f this •page 1 61 evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed.by Ib rminip F., gnzaleT„ P.F„ Director, BCCO • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • •. • •• • • • • • • • • • • • • •. • • • • • • • • • • • .•. • • • • ••. • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • .. •. • • • •• •. ... • • • •.. • • NOA No 04- 0817.01 • •: • • • • • • Expiration Date: June 5, 2008 Approval Date: September 16, 2004 Page 1 Traco Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.04- 113 -0006, titled "Series 3000 Aluminum Sliding Glass Door ", sheets 1 through 6 of 6, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 06/03/03 with revision "A" on 08/11/04, signed and sealed by Frank L. Bennardo, 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 2411 3.2.1 and TAS 202 -94 along with installation diagram and marked -up drawings of an aluminum sliding glass door prepared by Fenestration Testing Laboratory, Inc. No. FTL -1303, dated May 9, 1996, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA # 03- 0606.01" 2. 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 2411 3.2.1 and TAS 202 -94 along with installation diagram and marked -up drawings of an aluminum sliding glass door prepared by Farabaugh Engineering and Testing, Inc., No. FET- 04005, dated June 23, 2004, signed and sealed by Daniel G. Farabaugh, P.E. B. CALCULATIONS 1. Anchor Calculations, dated 6/4/03, prepared, signed and sealed by Frank L. Bennardo, P.E. "Submitted under NOA# # 03- 0606.01" 2. Comparative analysis and anchor calculations, prepared by Al- Farooq Corp., dated 8/5/96, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA# # 03-0606.01" 3. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by Frank L. Bennardo, P.E., Consulting Engineers, dated 08 /03 /04,signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). .. ••. • • • • • .. • • . • • • • • .. ••. • 44 : . 411, 444 44 ▪ .. • • • ... • • • • • • • • • • • •1 • • • • • .. • • • • • • • • H rminio F. Gonzalez, P.E. • • • DirectorNuiiding Code Compliance Office • • • • NOA No 04- 0817.01 • • • • • • • • Expiration Date: Jule 5, 2008 Approval Date: September 16, 2004 E -1 • • • • • • • . • • • • • • • • • • • 040 • • • • • • • • • . • • • • 41111 • • • • • • *04 • • • Traco Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of no financial interest, dated 6/3/03, signed by Frank L. Bennardo, P.E. "Submitted under NOA# # 03- 0606.01" 2. Statement letter of conformance, dated 6/3/03, signed by Frank L. Bennardo, P.E. "Submitted under NOA# # 03- 0606.01" 3. Statement letter of conformance and no financial interest, dated 08/13/04, signed and sealed Frank L. Bennardo, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0606.01, issued to Traco Security Windows & Doors, Inc., Series 3000 Aluminum Sliding Glass Door, approved on 08/14/03 and expiring on 06/05/08. 2. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). .. ... . • • • • • • • ....• • . . . . •■ ••• •• • Hermi i f o F. Gonzalez, P.E. • • • • • • • • Direotor; Building Code Compliance Office • • • NOA No 04- 0817.01 ..... . • . • • ▪ • •' • • Expiration Date: June 5, 2008 Approval Date: September 16, 2004 E -2 ..• • • • • ..• • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • •. ••• ••• • • • ••• • • DESIGN LOAD CAPACITY (PSF) DOOR 04113. 3/16' TEMP. GLA55 PANEL WI014 DOOR HE GI41 XVW .9/1 66 111019H 2i004 EXT. (0 NT. ( -) 2/6 600 123.4 3/0 XVN .4/1 _ • • • 11191311311Vd • • 600 302 3/6 — LJ OR 3/16' 9 LA /8 1E22.. ULdTE OR /e' INSULATED 6455 4* 600 01.1 4/0 5/0 600 96.4 4/6 600 939 5/0 • • 1 • VAI • 60.0 920 2/6 60.0 51.4 3/0 600 85.1 3/6 600 710 4/0 e/0 600 123 4/6 600 580 5/0 600 661 2/6 600 85.4 3/0 600 146 3/6 600 612 4/0 6/8 600 620 4/6 582 582 5/0 \ 555 559 2/6 600 656 3/0 593 593 3/6 529 529 4/0 8/0 482 482 4/6 - 44.2 _ 44.1 5/0 ` 411 44.1 • • • • • • •• • • • • • • SERIES 3000 ALUMINUM SLIDING GLASS DOOR: • • •••• •••• • • • • • • • • • • • OXX% (SHOWN) OXXO •••• • • •••• • •• • • • • • 3/4'813. TTPICAL ELEVATION TE5TED 10417 0)0( (8140324) 0%0 XXX ALLOWABLE PANEL CONFIGURATIONS PANEL WIDTH OX (SHOWN) X0 XX GENERAL NOTES: L THE ALUMINUM SLIDING GLASS DOOR SYSTEM DESCRIBED HEREN 1445 BEEN DESIGNED AND TESTED N COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001, HI014 VELOCITY HURRICANE ZONES, AND MIAMI -DADE COUNTY PROTOCOLS TAS 202. 2. A 33 -I/3% INCREASE IN ALLOWABLE STRESS 143 BEEN USED N 114E DESIGN OF THIS DOOR SYSTEM 3. PO5ITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS DOOR SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS N ACrnRDANCE 11/I714 THE GOVERNNG CODE. UA4EN A5CE 1 -55 15 USED TO DETERMINE DESIGN PRESSURES, A DIRECTIONALITY FACTOR Kd•1 I5 REQUIRED. 4. THE DOOR SYSTEM DETAILED HEREN 15 GENERIC AND DOES NOT PROVIDE NFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIPERENT FROM THE CONDITIONS DETAILED HEREN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE N CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS INSTALLED BY OTHERS SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. DOORS PANELS GLAZED WITH 3/16' TEMPERED GLASS OR 5/3' INSULATED GASS SHALL BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. 1. ALL STEEL IN CONTACT 3I714 ALUMINUM SHALL BE PANTED OR PLATED. Q CL ow pw Q Z Z Z W CO LU Z J zN Qa O LL „ n E & 2 gm:I;Ore 3 J= Z_w W W 6 f X Z m W aft2 O Q m' U ^ LL J �ms�W REVISIONS 1284:RIPTION _o475' NSIIL GLA96 8/111004 IR9 S4 -IEET: 1 OF 6 1140, I DOOR 5070 2Y - IEAD/SILL CORNERS A I MEAD/BILL XVW .9/1 66 111019H 2i004 XVN .4/1 _ • • • 11191311311Vd • • •, • • A • 7d0 '1G • 1 •• IN • • • • •• 1 — LJ OR 3/16' 9 LA /8 1E22.. ULdTE OR /e' INSULATED 6455 4* 1 n - 0 Q (- 7 � -EI 4 1 • • • • • • 1 • VAI • 53 1/16' MAX 1 58' MAX 58 Ve' MAX Dl. OPG 58 5/8' MAX. • • • 22ANEL•11DTH • • • PANEL W DTI • • • • • • •• • • • • • • SERIES 3000 ALUMINUM SLIDING GLASS DOOR: • • •••• •••• • • • • • • • • • • • OXX% (SHOWN) OXXO •••• • • •••• • •• • • • • • 3/4'813. TTPICAL ELEVATION TE5TED 10417 0)0( (8140324) 0%0 XXX ALLOWABLE PANEL CONFIGURATIONS PANEL WIDTH OX (SHOWN) X0 XX GENERAL NOTES: L THE ALUMINUM SLIDING GLASS DOOR SYSTEM DESCRIBED HEREN 1445 BEEN DESIGNED AND TESTED N COMPLIANCE WITH THE FLORIDA BUILDING CODE 2001, HI014 VELOCITY HURRICANE ZONES, AND MIAMI -DADE COUNTY PROTOCOLS TAS 202. 2. A 33 -I/3% INCREASE IN ALLOWABLE STRESS 143 BEEN USED N 114E DESIGN OF THIS DOOR SYSTEM 3. PO5ITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS DOOR SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS N ACrnRDANCE 11/I714 THE GOVERNNG CODE. UA4EN A5CE 1 -55 15 USED TO DETERMINE DESIGN PRESSURES, A DIRECTIONALITY FACTOR Kd•1 I5 REQUIRED. 4. THE DOOR SYSTEM DETAILED HEREN 15 GENERIC AND DOES NOT PROVIDE NFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIPERENT FROM THE CONDITIONS DETAILED HEREN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE N CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS INSTALLED BY OTHERS SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 6. DOORS PANELS GLAZED WITH 3/16' TEMPERED GLASS OR 5/3' INSULATED GASS SHALL BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS. 1. ALL STEEL IN CONTACT 3I714 ALUMINUM SHALL BE PANTED OR PLATED. Q CL ow pw Q Z Z Z W CO LU Z J zN Qa O LL „ n E & 2 gm:I;Ore 3 J= Z_w W W 6 f X Z m W aft2 O Q m' U ^ LL J �ms�W REVISIONS 1284:RIPTION _o475' NSIIL GLA96 8/111004 IR9 S4 -IEET: 1 OF 6 1140, I EX/STD STRUCTURE (CONCRTE, HOLLOJ) BLOCK OR MOOD FRAMNG) (BT OR MY WOOD Duo( • •• • • • • •• • •••• • •••• PANEL WIDTH • •i•• V • • 346' DIA STEEL SECURITY PIN LOCATED Al .1- 16• FROM BOTTOM INTERIOR EXTERIOR DOOR WIDTH PANEL WIDTH EFBEDMENT (TO CONC OR BLOCK) PENETRATION (INTO ILE0D/BUCK) TYPICAL ANCHORS IN PAIRS (SEE ELEV. FOR SPACING) EXISTING STRUCTURE (CCKDRETE, HOLLOW BLOCK OR WOOD FRAYING) I' ^ •• i,G11G REVISIONS DESCRIPTION DATE NSUL GLASS MI/2004 •• ••• TYPICAL ANCHORS: SEE TYPICAL ELEV. (SHEET I) FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE: 90 5M5, I -5s MN. WOOD PENETRATION THRU WOOD BUCKS INTO CONCRETE/MASONRY OR DIRECTLY INTO CONCRETE/MASONRY: 3/IS' TAPCONS, I - MIN CONCRETE/MASONRY EMBED ( TAPCONS BT ' ELCO' OR 'ITUP, OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOA) SEALANTS: ALL FRAME AND PANEL CORNERS AND NSTALLATIONS SCREIUS SEALS WITH WHITE /ALUMINUM COLORED 'SUPER SEAL' SEALANT. REFERENCE ANCHOR NOTES ON SHEET 3 OF THESE DRAWINGS PRODUCT REVUR20 es caorDfas ski Is MUD MUD" Code N. D•Ie a o o� y 6 � hCN Pc i OF 4 0 4 c; r SHEET: 2 OF 6 r • • • • • •• EXISTS* STRUCTURE (CONCRETE. HOLLOW BLOCK OR WOOD FRAMSYa1 • Ix OR 2x WOOD SLICK 10 • •• • • • • • •••• • • L, L • •••• • • • • •••• •• • .••• • • • • •••• • • •• • • • b PANEL WIDTH • •• •• • • • • INTO 2BY WOOD BUCKS OR WOOD STRUCTURE: 90 SMS, I- ' MIN. WOOD PENETRATION 3/16' DIA STEEL O SECURITY PIN LOCATED AT N. IS' FROM 00TTOM • • • •••• • • TYP1G,4L ANCHORS: SEE TYPICAL ELEV. (SHEET I) FOR SPACING THRU WOOD BUCKS INTO CONCRETE/MASONRY OR DIRECTLY INTO CONCRETE/1`I4SONRY: 3/16' TAPCONS, 1 - MIN CONCRETE/MASONRY EMBED (TAPCONS BY • ELCO' OR 'ITS', OR EOUIV. CONC. ANCHOR HOLDING CURRENT NOA) INTERIOR EXTERIOR DOOR WIDTH SEALANTS: ALL FRAME AND PANEL CORNERS AND INSTALLATIONS SCREWS SEALS WITH WHITE /ALUMINUM COLORED 'SUPER SEAL' SEALANT. REFERENCE ANCHOR NOTES ON SHEET 3 OF THESE DRAWINGS EMBEDMENT (TO CONC OR BLOCK) PENETRATION (INTO W'OODBUCK) TYPICAL ANCHORS IN PAIRS (SEE ELEV FOR SPACING) 0GSTnG LTRCTIC (cau 15 wuau MOOG Pi WOO A+.vvn, 0 A hi REVISIONS DFSCRIPTION DATE INSIIL GLASS MII/10m4 MATERIALS LIST ITEM I.O. PART RAISER QUANTITY DESCRIPTION MATERIAL MANF/SUPPLIERICOYIENTS 1 050 -00 -109 1 FRAME NERD 6063 -75 2 050.00 -420 1 ILL TRACK 0009 -10 32.351.1 L 32.351.1 3 050.00.431 2 FRAME JAMB 6063.16 4 031 -00 -354 A5 RE®. LOCK STILE 6053.76 5 051 -00 -504 4 INTERLOCK 6063 -T5 6 051 - 00.304 AS RECD. JAMB STILE 6063.76 1 051 -00 -442 1 MEETING STILE 6063.16 6 051 -00 -303 2/ PANEL TOP 113017011 RAIL 6063 -T6 9 - 1 SILL RSER 6063.76 10 041 -00 -014 - WOOLPILE I 046.00.021 AS RECD. BULB II/STRIPPING VINYL 0 046 -00 -015 AS RECO. FLAP 11/13TRPP54 (TOP RAID VINYL 8 046 -00 -030 AS RECD. FLOP WSTRIPPNG (JAMB) VINYL 14 050.00.000 AS RECD. CLOYED CELL 3001 PAD 1.52' X I -3/4') AT TOP AND BOTTOM CF NTERLOCJC 5 - 2/ CORER FRAME A.99EIBLY AcREW - AP X I' PA"; 5115 16 00- 00.80 V CORNER PANEL ASSEMBLY 6CRE01 - S0 X 1' run/ 5115 1 031 -00 -015 t/ PANEL W1EEL ASSEMBLY - 7ZFROCTOUTE' 1935 SERIES 6 046 - 00.052 AS RECD. 356' GLAZING CHANNEL vNYL 19 3/ PANEL FIXED PANEL CLIP ALII@1H WY 6 X N' TEKS SCRUB 20 - I X 3/4 X 346 X 5 LG. ANGLE - 21 U PANEL 3/4 X 3/4 X 66' 60. TU50 ALL115311 22 AS RECD. CLOSED CELL FOAM PAD 1 -12' X Y) - AT TOP AND BOTTOM OF JAMB 23 001 -00 -005 - 1M INTERIOR PILL UV NIGHT LATCH - 24 001 - 00.006 R/H EXTERIOR PILL UV LOCK KNOCKOUT - 25 001 - 00 - 033 K - 26 00.00.50 - 15 CANE ANGLE ANCLOR WWII) - 15>< 2' SANS OR 3/16' TAFCCNS 21 046 -16 -021 AS 5000. GLAZING CHANNEL VINYL 28 050 -25 AS RECD. GLAZING ADAPTER 6063.75 • • • • • 22 • • • • .. •• • EXISTING STRCTI*E (CONCRETE. HOLLOW BLOCK. OR WOOD FRAYING) • •• • • • 6• • • • 6 ••• •••• • • •• • • • .• •.•• • ••• EXISTING STRUCTURE (CONCRETE. HDLLOI y. MOCK O M WOOD TIP. 4NCHOR IN PAIRS SEE ELEV. FOR SPACING TIP. ANNCI4<OR6 IN PAIRS SEE ELEV. FOR SPACING V • z 5 OR WOOD BUCK 1 3' WEEP NOTCH AT E4CN END 3/16 MONOLITHIC GLAZING DETAIL NETS. TYPICAL. ANCHOR5: SEE TYPICAL ELEV. (SHEET IT FOR SP4CPG PRO 2E3Y WOOD SUCKS OR WOOD STRUCTURE. '10 5M5. I -35' MP/ WOOD PENETRATION THRJ LLOOD BUCKS PITO CONCRETE/MASONRY OR DIRECTLY INTO CONCRETE/MASONRY: 346' TAPCONS. I- s• MIN CONCRETEAIASONRT EMBED (TAPCONS BY • ELCO' OR 'ITW. OR EOUIV. CONC. ANCHOR NOLDPG CURRENT NON) SEALANTS: ALL FRAME AND PANEL CAR-RS AND INSTALLATIONS SCREAMS SEALS WITH uaarTE /ALLI INUM COLORED 'SUPER SEAL' SEALANT. ANCHOR NO TES: L ANCHORS SHALL BE N5TALLED IN ACCORDANCE WITH MANFACT6ER9 REC211004TIOi9. 2. ANCHOR EPSEDTENT SHALL BEN BASE MATERIAL EXCl1ID5G STUCCO OR WALL 324511 3 ANCHORS SHALL BE AS LISTED, SPACED A6 SHOW N TYPICAL ELEVATION ON SHEET L A. WOOD BUCKS (BY 05E552 MUST BE 4350*. D PROPERLY TO TRANSFER LOADS TO STRUCTURE. ARID TO 619TAN LOADS MPOSED BY GLAZING SYSTEM. 'ROOM"' REMO IMillog Oa* No 0.4 LS .0! Doe I::7fi* i( J DII mox re. ,.'II III m a p Ch8 EV as" 2 ANA 0 C/1 O I-1 � . -� V � o� 0A Nb � Lum DFSCR1 REV151ON8 D NSUL GLASS 6/1V1004 9Y?pY.1- 57IagA ApArn 7_14Aw7AT /f -: 1 0*lr, SHEET: 4 OF 6 of TYPICAL- ANCHORS: SEE TYPICAL ELEV. (SHEET 1) FOR SPACING INTO 2BY WOOD BUCKS OR WOOD STRUCTURE: D SAS, I - MIN WOOD PENETRATION THRU WOOD BUCKS NTO CCP)CRETEMASONRY OR DIRECTLY INTO CONCRETE/MASONRY: 3/16' TAPCONS, I. MIN CONCRETE/MASONRY EMBED (TAPCONS 8Y 'ELCO' OR 'ITW, OR EQUIV. CONC. ANCHOR HOLDING CURRENT NOA) SEALANTS: ALL FRAME AND PANEL COLE AND INSTALLATION5 SCREWS SEALS WITH WHITE /ALUMINUM COLORED 'SUPER SEAL' SEALANT. 5/8' INSULATED GLAZING DETAIL N.T.S. ANCHOR NOTES: I. ANCHORS SHALL BE M5T4LLED N ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE IN BABE MATERIAL EXCLUDPG STUCCO OR WALL FINISH. 3. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN M TYPICAL ELEV4TIG4N ON SHEET 1 4. WOOD BUCKS (BY OTHERS) ram' BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE, AND TO 9USTAN LOADS IMPOSED BY GLAZING SYSTEM PRODUCT MIND new** WO Pleat Wig Code • • 0819 - • � • • JAIIS• • • •••• SILL TRACK • • 1014 0316 • 0.662 • O JAMS STILE MEETING STILE 0.699 499620 FRAME TOP CORNER 'waver Ramis, •r re 1411 04 8 REVI&ION6 DESCRIPTION INSUL GLASS PATE 8/IV2004 .7 • 1 , x •17 _+ 7 -l'a»= BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Hurst Awning Co., Inc. 6865 NW 36"' Avenue Miami, FL 33147 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02 -373, titled " 0.050" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E., dated July 19, 2002, last revision #1 dated August 26, 2002, 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 uaer:b36 fhe i or its distributors and shall be available for inspection at the job site at the regil+e of :14Bpil�l1g;3 ici2tl •• ••• •• • • • •. •• . •• • • • • • • • • • • ••• • • ••• • • • • • • • • • • • • • •• •• ••• • • .•• • • • •• • • • ••• • • . • • • • . • • • • • • • • • • • 0 • • •• •• • •• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING AGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 375 -29_01 FAX (305) 375 -2908 l This NOA revises NOA # 02- 0624.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A..M akar , P.E. • • • • : . • : 11OA No 02- 0731.15 E'xpira1ian Date: 08/19/2007 Approval Date: 09/26/2002 Page 1 •1 c :i879" nl .37 5' R ,.2.000 ", 1.625" S80" 800" SYM 740" 12.500" COVERAGE 15 375" STORM PANEL SCALE 3" = 1' -0" 2.000" 0 E Z:7 0 08 26 02 16.24 500" 980" 315" R . 800.. iJ 1 1.060" r 90" TYP 359" 090" TYP. SYM .120" 740"1 .120" PRODUCT MARKING LOCATION .440" 018 7 o DECORATIVE (ZAMAC 3 ALLOY) O C - TRACK 68 C / SLIDE TRACK O WING NUT SCALE : HALF S12E SCALE . HALF SIZE SCALE . HALF SIZE GENERAL NOTES: THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE INOA) BY MIAMI-040E COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2. A 33% INCREASE 'N ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE ANO GOVERNING WIND VELOCITY. 4. THESE APPROVAL DOCUMENTS ARE GENERIC ANO DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. S. THESE PRaaV DOCUMENTS COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA a ADMINI, TR4TTVE • COOE • 6.• THESE RG *ROV!L DOCUMEI*f5, Ante SUITABLE TO BE APPLIED BY THE CONTRACTOR •• • •• PROVIDED THE CONTRACTOR GEES 914T DEVIATE FROM THE CONDITIONS OETAILEO • is • HEREIN A•(••1! CONTRACTOR VEP•FIES THAT THE EXISTING STRUCTURE DOES o NOT DEVIATE IN ETHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DE AILE • •i • • • 4FgfiE•'+ • • 7 THE MODIF !/AL DOS 09 Al ,f1 b l Q THESE APPROVAL DOCUMENTS W'LL VOID ••• WHEN TH•SI•84CONOlTIONSU•VI,•711E FROM THESE APPROVAL DOCUMENTS. THE BUILD:Ni O•FICIA• MAY EUECT ONE OF THE FOLLOWING OPTIONS: • • • 4) REQUIRE *18I.T SITE S1NPIL•Ol' BE PREPARED, SIGNED, DATED AND • • SEALED BY A LICENSED ENG'NEER OR REGISTERED ARCHITECT. WHICH DETAIL • • • ANO JUSTIFY4WHE DEVIA•14• •AID DOCUMENTS SHALL BE SUBMITTED 70 THE PRC411 C•Tsft{I NEER F06( REVIEV•AS A CONDITION TO THE BUILDING OFFICIAL • GRANTING HI /HER APPi%Ve• ••• El) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND / • c • SECURE!) FROM THE MI.M100441••000NTY PRODUCT CONTROL DIVISION • • • • • ZONE AR WHEN A5D,LLY OI! FFF L : S � 2�fitli OCCUR 6 ACCEPTED BY I THE V BU� D IN HURRICANE OFF CIAL • • • 9 PROOUCT•MA9RKINGS SHALL B!•'ITHIN 12" OF ONE END OF THE PANEL WITH A MIN OF ONE MARKING PC1R %ANEI•AND SHALL BE LABELED AS FOLLOWS: • • • • • • • • • •HURST•,WNING CO., INC. • • • • • .MIAMI -DARE COUNTY PRODUCT CONTROL APPROVED 10 STORM PANELS SHALL BE 5052 -632 WITH THE FOLLOWING BARE METAL THICKNESS AND MECHANICA PROPERTIES: NOM NAL 0050" (0.0485" MIN. BARE METAL THICKNESS), WITH A MIN Fy= 29.2 K51 11. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.), U 0.N. ▪ 12. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY. U.O N 13. TOP S BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR "h" AND "U" HEA OER MOUNTING CONDITIONS. 14 AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION ON ANY OF PANELS SYSTEM THE HOME OWNER OR THE STORM WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS AND /OR STRAPS ARE PROPERLY INSTALLED WHEN REQUIRED. WARNING LABEL SHALL BE FASTENED WITH PERMANENT ADHESIVE OR MECHANICALLY. r PROOUCT MARKING / LOCATION 1 2 000"1, 6 250" COVERAGE i ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING 0 STORM PANEL SCALE : 3" = 1' -0" AX. // 05" 500" 1 0 2" x 2" x 0.05' TUBE ( STUDDED STRAP (SLIDER) SCALE ' HALF 5 ZE SCALE : HALF SIZE TOP WIDTH UNLIMITED MOUNT IPERP. TO PANEL 5949) TYP SECTIONS BOTTOM MOJNT _ • TYP CAL VERTICAL MOUNT W/ STRAP ELEVATION N.T.S. 0 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING WALL / DIRECT MOUNT TRAP MOUNT 2 250" 062 062' 1 2.063" 375" 2 250" 062" 1 i .625 X 375" 1/4 -20 MACHINE SCREW 12.5" 0C. (5TUD DIRECTION MAY BE REVERSED) 2.00" O 2 h" HEADER 3 4 U" HEADER STUD ANGLE SCALE : 3" = 1' -0" O SCALE : 3" = l' -0" SCALE : 3" = 1' -0 375 "7 1/4 -20 STUD x 3/4" LONG 12.5" 0.C. � tJG'• 1 750" 1 STRAP ON BACK F PANEL DETAIL 1 0'/E RL I 4 PLACE STRAP ON INTERIOR SIDE L FASTEN THRU PANELS WITH WASHEREO WINGNUTS (al 12 -1/ 0.) 12 STRAP (SUPPORT AT PANEL MID -SPAN) SCALE : HALF SIZE TOP WIDTH UNLIMITED MOUNT IPERP 70 PANEL SPANI TYP. SECTIONS 1/4 -20 STUD .62S "-17 x 3/4" LONG (p1 12.5" O.C. TYP P 5 .. j ALUM. ANGLE CLOSURE PIECE Q BUILD - OUT MOUNT 1/4" MAX 1' x 2" x .125" MIN. TO 1 -1/2" • 2" x 5" x .125" MAX ;MIN. TYPICAL CLOSURE DETAILS (PLAN VIEW) SCALE. 1 -1/2" = 1' -0" PLAN DETAIL 1 7 BOTTOM MOUNT ' _ TYP CAL VERTICAL MOUNT W/O STRAP ELEVATION N. T.S. ALUM. ANGLE 1/4" MAX. CLOSURE PIECE 1" x 2" x .062" 2" x 5" x • 1/ 4" MAX r ` FOR 1" x 2" x .062 ", 140 P.S.F. MAX., USE 1/4 "0 FASTENER 12" 0.C. FOR 2" x 5" x 125 ", 56 P.S.F. MAX., USE 1/4"0 FASTENER 4 10" 0.C FOR 1' x 2" x .125 ". 140 P.S.F. MAX.. USE 1/4 "0 FASTENER ® 12" 0 C. FOR 2" x 5" x 125 ", 56 P.S.F. MAX., USE 1/4 "0 FASTENER 15 10" O.C. 125 TYP It 5 00" MAX. O ANGLE SCALE 3" = 1' -0" 190" .376" 1 ITYP.1 "F" TRACK SCALE : 3" = 1' -0" 1.000"1 1/4"-20 SIDEWALK 14 BOLT FOR SLIDE TRACK SCALE HALF SIZE 11 ‘8111111 DETAIL 1 SCALE : 3" = 1' -0" 1 00" MIN. PRODUCT' REVISED es complying •t0 the MOMS Balding Code Acceplaate No 0 -0 Expiration Due By Miami I.', -• Toluca Coatsal Division 452" tin e 1.625 "0 �-- .3125"0 oc7 • :F/E7ft L '• 07/19/2002 1 1 •n =...n 5j . a no L 02 -373 sheet 1 of 5 1 a • o • rP • n • •21, • ••• • •• • • W�_ ✓.*••• �❑ ▪ GLASS 0 • 000R— • •,A • • • i • ••• • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD PENETRATION FRAMING (SEE ANCHOR OR EMBE D. SCHEDULE BASED ON ( fI { { 5/8" TYPE OF STRUCTUREI --, I MAX C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING — 1'1/2" GLASS OR DOOR SEE TABLE 2 FOR MIN SEPARATION FROM GLASS— EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 08/26/02 16:25 EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) • • • WALL MOUNT SECTION • • A • • • • • • SALE • 3 • = V -0" • • • •*STING CONCRETE. • • • • HALLOW BLOCRRF•0 0D PENETiATION• 0 w FRAMING ISLE ANCHOR OR EMBED. • •r• • St'1EDULE BCPSeES 1 6 /8" •2 TYPE OF STRUCTUREI —., 1- Y1 " I SMAX. • • •SZE TABLE 2 • . • SEPARATION •• j. •• FOR MIN • • • FROM GLASS ••• •••• • •••• 12 1 /4" MAX X w a J z aw Q cc to 0 S F w N wz w < N FASTENER 80 12 -1/2" O.C. MAX. BUT 00 NOT EXCEED ANCHOR SCHED. (PG 4) SPACING USE REMOVABLE ANCHORS W/ WAFERHEAO (3/4 "0) OR TRUSS HEAD LOCATE FASTENER iN NARROW PORTION OF KEYHOLE SLOT.C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING "h" HEADER C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/2" 1/4" MAX. 0.625"i 2' x2" STUD ANGLE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PENETRATION OR EMBED. (TYP.) O D WALL MOUNT SECTION SCALE 3" = i' -0" C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 01 EXISTING CONCRETE. HOLLOW BLOCK OR WOO FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS 2" x 2 "O CONT 1/4" MAX C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) /4" MAX 6 -20 x 3/4' MACHINE SCREW 5 -1/2" x 3/16" 6063 -T6 ALUMINUM PLATE #14x1" TEK SCREWS BETWEEN TRUSSES 2" x 2 "O CONT. SEE TABLE 2 FOR MIN. SEPARATION FROM GLA5 C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) PENETRATION OR EMBED. O CEILING /FLOOR MOUNT SECTION SCALE 3" = 1' -0" THREE - 1/4"Ox 3"' WOOD LAG SCREW @ 24" 0.C. MAX. W/ 1114 TEK SCREW BETWEEN JOISTS 1-- o' w GLASS OR DOOR SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS EXISTING CONCRETE. HOLLOW BLOCK OR 4/000 FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) 14 PENETRATION OR EMBED. O CEILING /FLOOR MOUNT SECTION ul (TYP. 1/2 014 TEK SCREW OR 1/4 -20 MACHINE SCREW 8 NUT (ol / 12" O.C. TYP. J / I ,TOP 8 BOT. <1. 1. 1 _ 0 625 1 Om PENETRATION OR EMBED. MAX PENETRATION OR EMBED. C1 CONNECTION TYPE` REFERENCE ANCHOR 1 SCHEDULE FOR MAX. 1 SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING O SHORT LEG MAY BE REVERSED TOWARDS THE OPENING I/4" MAX E O STUO ANGLE WITH 1/4 -20 x 3/4" MACHINE SCREW -- -C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O WALL BUILD - OUT MOUNT SECTION SCALE 3" = 1' -0" SEE TABLE 2 -1 FOR MIN. SEPARATION FROM GLASS EXISTING WOOD JOIST 0 625'1 1/4" /6 -20 x 3/4" MACHINE SCREW 0 EXISTING CONCRETE. 5/8" HOLLOW BLOCK OR MAX. W000 FRAMING I5EE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) F WALL MOUNT SILL SCALE PRODUCT REVISED as emptying with the Florida Belding Code Acceptance No 02-0 Etpiredoo Date • : /L'I By Miami D Division KNVEVICH rwrtfs • :.. ca ra Vans. ._G'�'�tan 9 2002 • rill � I. I � 17,01 s {o. a 01 /t9 /2002) 02 -373 j sheet 2 of 51 MINIMUM STORM PANEL SEPARATION FROM GLASS SCHEDULE DESIGN LOAD(W) (PSF) ACTUAL SHUTTER SPAN (FT IN) MINIMUM SEPARATION FOR INSTALLATIONS 30 OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) WITH STRAP WITHOUT STRAP WITH STRAP WITHOUT STRAP 35.0 7- 0 2 2 -3/4 1 -1/2 1 -1/2 8- 6 2 -1/4 3 2 2 10 - 6 3 3 -3/4 3 3 40.0 7- 0 2 2 -3/4 1 -1/2 1 -1/2 8- 6 2 -1/4 3 2 2 10 - 1 3 3 -3/4 3 3 50 0 7- 0 2 2 -3/4 1 -3/4 1 -3/4 8- 6 2 -1/4 3 2 -1/4 2 -1/4 9- 4 2 -3/4 3 -3/4 2 -3/4 2 -3/4 60.0 - 6- 0 2 2 -3/4 1 -1/2 1-1/2 7- 0 2 -1/2 2 -3/4 1 -3/4 1 -3/4 8- 6 2 -1/2 3 2 -1/2 2 -1/2 70.0 6- 0 2 2 -3/4 1 -1/2 1 -1/2 7- 0 2 2 -3/4 1 -7/8 1 -7/8 7- 11 2 -3/6 3 -3/4 2 -3/8 2 -3/8 0 r 0 • • • • • •,• tr •a ••a • •EXISTING CONCRETE `LOW BLOCK OR W00D ▪ FRAMING (SFidkiiW • ? SC4EDULE BA O ON • YPE • • 20 •Cj•STRUCTUREI • c SE8oT ABLE 2 FOP MIN. SEPARATION ••`ZaPF GLASS •g • • v • • a •••••• 8 0 SEE TABLE 2 FOR MIN SEPARATION FROM GLASS ••• EXISTING CONCRETE. HOLLOW BLOCK OR W000 FRAMING ISEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE) • •• • • • • ••• • ••• • •••• • • ••• •••• •• •• • ••• 1/4 -20 H6 HEAD BOLT 08 /zB /02 16:30 • • •• • • • PENETRATION OR EMBED. 5/8" MAX 2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING /4 -20 HEX HEAD NUT !SPACER) C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING G WAFER HEAD BOLT ASSEMBLY SCALE 3" = 1/4 -20 NUT IS NOT NECESSARY IF NOT USED AS INSIDE MOUNT T A B l E 3 MAX. STORM PANEL SPAN SCHEDULE • FOR 6,T1RACK SILL W/ ANY HEADER 0% GN L04 W • (PSF) • :•.1%%; •80. •- • 90s0 L MAX. (FT -IN) 7 - 11 7 - 5 7 - 0 • Q W IO2 I . O ��I'�l�7 y1 V1 o! iN 1a i - 1/2" O X Imo_ C3 CONNECTION TYPE PENETRATION /8" REFERENCE ANCHOR OR EMBED. (TYP. MAX. SCHEDULE FOR MAX. OH WALL MOUNT F - TRACK SECTION SCALE • 3 ".. 1'- 0" 1/2" - 1/4" MAX J z m aaF 9 E 0 x w � � Q J w w N v TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR TRUSS HEAD BOLT *7 TAP DRILL w/ 1/4 -20 NC THREAD 47 TAP DRILL W/ 1/4 -20 NC THREAD TO LOCK STRAP IN PLACE USE A 1/4 -20 THUMB SCREW OR A TRUSS HEAD BOLT T A B L E 2 1/4 -20 MACHINE SCREW STUD @ 12 -1/2" 0.C. -FINAL LOCATION OF STUD (TYP.) NOTES: 1 ENTER TABLE 1 WITH NEGATIVE OESIGN LOAD TO DETERMINE MAX. PANEL SPAN POSITIVE LOADS LESS THAN OR EQUAL TO THE NEGATIVE LOAD ARE ACCEPTABLE 2. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 3 FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO OETERM:NE ALLOWABLE SPANS ( - P 1/ 6 4. 4 -2 NU T HEX (SPACER) TYP PUNCH 1/2" x 1" HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/ PM NUT PLACE PANEL OVER EACH AOJACENT PANEL AND FASTEN WINGNUTS FROM THE INSIDE TABLE 4 STORM PANEL SPAN SCHEDULE FOR DETAIL(J) DESIGN LOAD (PSF) 60.0 L MAX. (FT-IN) 7 - 6 75.0 6 - 0 O9 TYP. PM NUT ITYP.)- 1 -1/2 "' NOTCH (TYP. BOTH SIDES) - - -- -- FLOOR OR WALL MOUNTEO 2" x 2" x 1/8" CONT. STUDDED ANGLE (4.) OR WALL MOy SLIDE C -TRACK © OR (6a) HIN ISEE DETA'LS 0, C. 0, E.""KK OR G FOR BOTTOM MOUNTING CONDITIONS) DETAIL J NOTE: THIS DETAIL DEPICTS THE CONNECTION OF THE LAST PANEL FOR AN OPENING WITH PANELS INSTALLED FROM : NSIDE. 0 3/4" STRAP ASSEMBLY (SIL ONLY - ISOMETRIC VIEW)usE OF DETAIL SHALL BE IN CONJUCTION WITH AN "6" HEADER 1 -1/2" ^ OR "U "HEADER TOP MOUNT SIDEWALK BOLT ASSEMBLY FOR 0-SIMILAR (NO STRAP) O OPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC VIEW) N S N T.S. T A 8 l E 1 STORM PANEL SPAN SCHEDULE NEGATIVE DESIGN LOAD W (PSF) 30.0 35.0 416 45.0 50.0 55.0 60.0 62.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 110 0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200 0 FOR ALL MOUNTING CONDITIONS EXCEPT F -TRACK SEE DETAIL. L MAX. ( FT-IN) 10 - 6 10 - 6 10 - 1 9 - 10 9 - 8 - 11 8 - 6 8 -5 8 - 2 7 - 11 7 - 9 7 - 8 7 - 5 7 - 0 6 - 3 5 - 8 5 - 3 4 - 10 4 - 6 4 - 2 3 - 11 3 - 8 3 - 6 3 - 3 3 - 1 5' LONG HANDLE RIVETED TO PANEL - 1a i 1- 3" TYP. 1/4 -20 x 1" STAINLESS STEEL SIDEWALK BOLT (TYP ) NUT WASHER ON OJTSIDE FACE ITYPI R. u .. SRPIE1111 � PRODUCT REVLSED i ! in complying wit4 tae b1Ma Balding Code Accept ceNo0Z •l5 Ecpintbn DatW.2 01 / 19 / zoo 2� �... Imo: ..a, Muni C Division L xl I 02-373 I Sheet 3 c.-T15 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPAP1S .)Hats •LSIX3 l ANCHOR TYPE LOAD lWl 9 5 F. MAX MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE SPANS UP TO 5' -0" (SEE NOTE 1) SPANS UP TO B' -8' (SEE NOTE I) SPANS UP TO 10' -6" (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) (SEE NOTE 1) CONNECTION C1 (SEE NOTE C21C3 TYPE 3 C4 C5 CONNECTION (SEE C11C2 NO' C3 TYPE C4 C5 CONNECTION CI (SEE C2 TYPE NOTE 3 C3 C4 }C5 CONNEC (SEE NOTE C1 C21C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3 C4 C5 I I 31321NC;7 • • • • ••• • • • • • • • - • - 1/4"0 IT APCON W/ 1 -1/4" M'... - MOEDMENT 100 P.S. CR L CONETE) D6IN. 3,�. 35 3 16 16 16 16 15 16 9 16 16 8 16 625 16 16 7 16 16 16 16 16 16 10 16 16 10 16 7 16 16 8 472 16 16 16 16 11 14 5 14 14 6.25 12 3 11 12 5 16 16 16 16 13 16 12, 5 16 16 8 13 4 12 13 675 622 16 8 16 16 8 11 3 7 11 4 9 O 16 9 4 16 9 16 16 10 3 8 12 6 10 3 5 10 5 72 0 16 1 6 . 25 16 16 7 9 16 5 9 4 9 8 16 9 4 16 7 16 16 - 10 - - 10 5 10 3 5 10 5 122 0 9 5 9 4 9 14 5 9 4 9 13 16 6.25 9 4 11 3 6 11 35 3 10 12.5 10 5 10 3 5 10 5 ' = � 35 3 16 16 16 16 16 16 13 16 16 12 16 8 - 16 10 16 16 16 16 16 16 13 15 16 14 16 9 16 16 11 * U�' 1 /4 64E0 MALE/ FEMALE "PANELMATE W/ 1 -3/4 MIN. EM8EDnENT a 1/4 -20 MACHINE SCREW WITH (MIN. 3.3 eel CONC0Hc RETE) 47.2 16 16 16 16 16 16 7 16 16 9 16 5 15 16 7 16 16 16 16 16 16 7 16 16 o m 16 5 16 16 8 62 2 16 ® . 16: 12 16 4 11 16 7 13 4 7 13 6 16 12 16 16 14 16 5 11 16 14 L 7 13 6.25 72 0 16 9 ; 16 16 10 13 4 7 13 6 13 4 7 13 6 16 9 16 16 12 14 4 7 14 7 14 4 7 13 6.25 1220 14 4 7 14 625 13 4 7 13 6 13 4 7 13 6 14 4 8 14 7 141 4 7 13 6.25 14 4 7 13 6 * 35.3 12.5 12.5 12.5 12.5 12.5 12.5 12.5 125 12 5 1 0 12.5 10 17 5 12 5 8 12.5 12.5 12.5 12.5 12.5 12 5 12.5 12.5 12.5 12.5 12 5 12.5 12 5 12 5 12.5 47 2 12.5 12.5 12 512.5 12.5 12.5 8 125 125 7 17 5 625 12 5 12.5 6 12.5 12.5 12.5 12.5 12.5 12.5 11 12.5 12 5 12 12.5 6 12.5 12.5 9 1 /4 - m POwERS CALK -IN w /111/8" E•0110MENT STAIN CRW S TE104 2 ! HI ��� (MIN. 3.000 PS.1. CONCRETE) 62 2 12 5 12 5 12 5 12.5 9 12.5 5 12.5 12.5 5 12.5 4 8 ^2.5 4 12.5 12.5 12.5 12.5 12.5 12.5 7 12.5112 6 9 12.5 5 10 12 5 7 7 2 0 12.5 1 1 12.5 12.5 8 12 5 4 8 12.5 4 12.5 4 8 12.5 4 12.5 12 5 12.5 12.5 12.5 12 5 5 10 12 5 7 12 5 5 10 12 5 7 1 2.0 1 .5 1. 9 12.5 5 12.5 L 8 12.5 4 12.5 4 8 17.5 L 125 6 11 12.5 8 125 5 10 125 7 12.5 5 10 12.5 7 } -� --'") J- 35•J 0 oI 10 16 16 12 16 7 16 16 7 13 5 13 13 6 16 16 16 16 15 16 8 16 16 9 14 5 14 14 7 /�m �O�ERS ZAMAC NAIL - I• W/ 1 - /8 " MIN EMBEDnENi (MIN. 3.•0 P.•.I*.ONCRETD • • • 1.7'2 11 16 16 9 12 4 12 12 5 9 3 9 9.4 1616 16 16 11 13 4 13 13 6.25 11 3 10 71 5 i 72 0 '. Ike - 13 5 15 15 7 9 16.15 4 7 3 16 8 16 16 8 10 3 7 10 S i A 4 4 •i�fiii�� ' // 4 4 7 3 15 6 15 4 8 4 1 32 0 A � �� 7 ��� 4 8 6 8 �� � 8 4 16 4 \:1 - 11 16 16 16 16 11 16 16 9 16 7 16 16 7 16 16 16 16 '6 16 12 16 16 11 16 8 16 16 9 Al •'•'• K•' *TAPPER* w/ 1 -1/4 HIN. EM OMENT GAIN. 3,60 PSL CONONi1E) 4 7* a 16 16 16 12 16 6.25 16 16 7 14 4 13 14 5 16 16 16 16 15 16 7 16 16 8 16 5 15 16 1 7 62d 1. It 16 16 9 13 4 9 13 5 11 3 6 11 4 16 11 16 16 11 15 4 10 15 6.25 13 3 6.25 12 5 72.0 76 8 16 16 8 71 3 6 11 4 11 3 6 11 4 16 9 16 16 10 13 3 7 13 5 13 3 6.25 12 5 122 0 • • 6.25 12 4 11 3 6 11 4 11 3 6 11 4 13 3 7 13 5 13 3 6.25 12 5 1 13 3 6.25 12 1 5 C • • • • • • 1 /4'm TRU -FAST 11)100.7• CF •/ 2 -1/4" •N. E10��11N T (NIN. 3.000 ( CONCRETE) A• '1t?l! 16 16 16 16 11 16 16 10 16 7 16 16 8 16 16 16 16 16 16 12 16 16 11 16 8 16 161 9 •0 2 16 ■16 16 16 13 16 6 16 16 7 15 4 14 15 6 16 16 16 16 14 16 7 16 16 8 16 5 14 16 . 6 62d 16 y 16 16 10 14 14 5 12 3 6 11 4 16 71 16 16 10 15 4 10 15 6 12 3 6 12 5 72 0 16 1 8 16 '6 8 12 3 6 12 5 12 3 6 11 4 16 8 16 15 9 13 3 6 13 5 12 3 6 12 12 1 `5 5 122 0 12 , 3 6 12 5 12 3 6 11 L 12 3 6 11 4 13 3 7 13 5 12 3 6 72 5' 2 3 6 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD HW) 9.5.9 MAX (SEE NOTE 1) MIN 3/4 EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION C1 SEE C2 NOTE C3 TYPE 3 C4 C5 C096000106 C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE TYPE 3 C4 C5 OOOM 35 3 16 16 16 16 16 16 16 16 16 11 16 16 16 16 9 1:1-1011.116161111111011101y> 1/4 "8 WOOD LAG W/ 1 -3/4" MIN. THREAD PENETRATION SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN 47.2 16 16 16 16 14 16 13 16 16 8 16 10 16 16 6.25 62.2 16 16 16 16 11 16 9 16 16 6.25 16 7 7113 13 16 15 72 0 16 16 16 16 9 16 '7 13 16 5 16 122 0 16 7 14 16 5 16 I 7 13 16 5 16 7 13 16 5 •c 1= 1/4 "0 ELCO MALE/ FEMALE - PANELMATE` W/ MIN. PENETRATION ATION 1/4 -20 MACHINE SCREW WITH NUT 35 3 16 16 16 16 16 16 16 16114 16 16 16 16 11 47.2 16 16 16 16 16 16 , 13 16 16 10 16 10 16 16 8 62 2 16 16 16 16 13 16 9 16 16 8 16 7 13 16 625 72.0 16 16 16 16 11 16 , 7 13' 16 6.25 16 7 73 16 6.25 122,0 16 7 14 16 7 16 7 13 16 6.25 16 7 13 16 6.25 '- 1/4 TRU -FAST W T / A 2 P GRIP MN PENETRATION 35 3 12.5 12.5 as 12.5 12.5 125 8 126 125 8 125 5 125 12.5 025 47.2 12.5 125 12.5 12.5 10 12.5 4 125 125 6 11 3 10 11 5 62.2 125 8 12.5 12.5 7 10 3 7 4 10 8 4 3 8% 8/ 4 4 8 8 72 0 12.5 6 123 12.5 6.25 8% 1 2 2 0 9 : 0 ' , ' , 5 9 4 8 ,/ 8 3 8 �� 4 8 3 6 • ••Q• • a ••• • • • • • • ••g• • U ••ij• • • •� ••!1 • 1 • 08/26/02 16' 30 SEE PAGE 5 FOR COMPLETE ANCHOR NOTES. PRODUCT REVISED complying wftb the 6 Bann Code Acceptance No 0 2 - 1 /. /S ESpintloa Date oo7 BY Miami Dad act COM/131 01,21606 G o Ve V Iw N> Z 52 6 0 111111 11111 dooming 07 /19L2 eo,L 6 :v 02 -373 1 t sheet 4 of - 5] ANCHOR SCHEDULE FASTENER MAXIMUM SPACNG (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LL 0 3 N 4 sY — us� - MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO (SEE NOTE 1 SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO 10' -6" (SEE NOTE 1) CONNECTION (5EE C1 C2 TYPE NOTE 3 C3 C4 CS CONNECTION C1 (5EE C2 NOTE C3 TYPE 3 64 C5 CONNECTION (SEE C1 1C2 NOTE C3 TYPE 3 C4 C5 CONNECTION (SEE CI C2 NOTE C3 TYPE 3 C4 CS CONNECTION (SEE C7IC2 TYPE NOTE 3) C31C4 C5 CONNECTION (SEE C1'C2 TYPE NOTE 3 C31C4 C5 1 1 1 1 1 • • • • HOLLOW CONCRET•E 1/ 10IT APCON 1/4 /4 ,N1MUM EMBEDMENT 35 3 16 16 16 16 8 10 4 10 10 5 8 1 3 8 8 4 16 16 16 16 10 12 1 5 12 12 6 9 3 9 9 5 47.2 13 9 13 13 6.25 8 / B 8 3 625 A 5 625. 3 15 10 15 15 7 9 3 9 9 4 7 V 6.25 7 3 62 2 10 4 10 m ©1= �„ 11 11 ' L 6.25 3 r 8 5 � ,r r 14 i 5 3 14 r 5 r 14 7 72 0 9 9 9 4 WIS 10 10 3 5 �/� 122 0 �/ /iv// � %� 5 ��//�J erAjr/ %/ / 1 / 14 5/ // !'//I I 5 3 6 3 5 3 5 11 , ..===!› . 2/4 ELCO T W/ 1--11 /44 " 2179. EMBEDMENT 35.3 16 16 16 16 12 13 13 13 7 11 4 12 16 16 16 16 15 16 16 16 47.2 16 12 16 16 9 10 10 10 5 8 7 8 4 16 15 16 16 11 12 12 12 6.25 10 3 9 10 5 62. 13 72 0 11 6 13 13 7 7/ 5 7 4 6.25 3 625 3 16 7 16 16 8 9 625 9 5 8/ 4 8 4 4 11 11 6 6.250 3 6.25 3 6.25 3 6.25 3 14 5 14 14 7 8 4 4 8 4 8/ 4 8 4 1220 5.25 625 3 625f' 3 625 3 6.25 3 625 3 8 4 8 L 8 4 8 4 8 4 8 6 * 35 3 16 47 2 16 16 14 16 16 11 15 7 15 15 625 13 5 13 13 5 16 16 16 13 16 7 16 16 7 13 5 13 13 6.25 * 16 8 71 4 11 11 4 9 L 16 14 16 76 12 12 5 10 9 10 4 t /C"m EL(D MALE/ FEnA•E `PAHRYMATE` W/ 1 -1AR M. EMBIEMENT 6•.•to No6CHINE SCREW KITH NVT 62 2 15 7 15 15 6.25 8 6.25 3 16 7 76 16 6.25 9 L 7 P 4 7 3 ,� 13 13 5 7 re; 4 �/® 3 13 5 13 13 6.25 7 7 3 7 4 7 3 jsu 3 7 rd 4 7 3 7 4 7 '/ mm ® //)v 7 3 7 r a 4 7 3 • • '/ • 1/6'•6 PC41ER5 CALK - IN W /] /8 "EMBEDMENT R. 1/11•204 111N1E55 M•CHINF•SCREW 35.3 ffY�6Y1 12.5 ! 1 2.5I125 12.5 1.5 62512.5125 5 11 11 11 4 12522512.512512.5125 7 12 5125 8 12.5 5 12.512.5 7 !7. 10 3 10 10 4 8 � 7 1 8 3 12512512.512.5 11 12.5 L 12512.56.25 10 3 9 10 5 •2•7 •1• 125225 7 5 7 3 6.25 3 6.25 12.5 7 12512.51 8 9 3 6.25 9 4 8 A 4 8 4 it �Lt 11 11 �I/�, mw Al 3 6.2512.512.5 7 8 / 4 8 4 8 % 4 8 4 �.• l25. �A 3 6 V i �'� ©� 4 8 1 4 8 r 4 8 4 8 red 4 8 4 C�. •••••• 1/ 'Tm TRU IP2 -16.57 TA GR E / r1EEOMENT 35.3 16 16 16 16 9 11 5 t 11 11 5 9 3 9 9 4 16 1 16 16 16 10 11 11 11 5 9 9 9 4 i 14• 14 14 7 8 3 8 8 6 6.25 6.256.25 3 1C 9 14 14 7 8 8 8 4 625 A6.25625 3 6212 •71 4 11 11 5 625 4 625 3 5 ii 5 11 11 5 6251 4 6.25 3 5 i/fri . 11L� E1 a mill.. 1 9 9 4 5 r m / � ,w•� 5 9 9 5 5 w ��/���,��%�A �� •' / ����� X � 1 � 0 � ���� • • • 16 16 16 16 16 16 1 1 16 16 9 16 7 16 16 7 16 1 1 6 16 16 16 16 12 16 1 16 11 16 8 16 16 9 l 6 16 16 12 16 6.25 16 16 7 14 11 4 . 13 14 6 111 L �J J 1 ^ �'b 16 16 15 16 7 16 16 8 16 5 15 16 7 3 *�A�'eWERS • TAPPE• 1.•S••' MIN. EMBEDMENT 6i•2 16 * 16 16 9 13 4 9 13 5 3 16 16 11 15 4 10' 15 615 13 3 625 12 5 720 16 6 16 16 8 11 3 925 11 4 11 3 6 11 4 16 9 16 16 10 13 3 7 13 5 13 3 6.25 12 5 122 0 12 3 6.25 12 4 11 3 6 11 4 11 3 6 11 4 13 3 7 131 5 13 3 6.25 12 5 13 3 6.25 12 5 353 16 16 16 16 10 4 10 10 5 8 3 8 8 4 1616 16 16 11 11 5 11 116.25 9 3 9 9I5 1/4 POWER 2AMAC NAIL - 1N W/ 1 - 1/0 - MIN. EMBEDMENT 10 I 6 5 5 g r � 5 3 6 E � 6 6 5 3 11 5 11 11 6 625 8 4 7 A 615 5 3 622 10 4 10 6.2 72 0 8 3 8 8 4 'I I I 9 9 1 3 5 5 5 5 3 722.0 5 Z i CfiCCC... / / /!!!/// ///III a �/ ,''''� I LJ / /%�I 5 �_ B 5 3 8 0 0 > • ••!• • .. s 1 •? • •9• • t• • 1 • • • • • j 1 • •• - 5 • '- •••• 0 21 08/26/02 18:30 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EOGE DISTANCE SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOA0 ON STORM PANEL AND SELECT SPAN GREATER THAN OR EQUAL TO STORM PANEL SPAN. 3 EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 5 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6 VARY. FIELD EXISTING VE VERIFY R THAT FASTERS ARE INT( ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES 7 WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL. 2" N 4" (MIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. WOOD STUD SHALL. BE "SOUTHERN PINE" 0 =0.55 OR GREATER DENSITY LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD 8 MACHINE SCREWS SHALL HAVE A MINIMUM OF 1/2" ENGAGEMENT OF THREADS TO EMBEDDED CALK -IN AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), FOR DIRECT MOUNT USE ONLY SIDEWALK BOLTS OR TRUSS HEAD BOLTS. LOCATE FASTENER IN NARROW PORTION OF KEYHOLE SLOT. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW NUT OR WASHERED WINGNUT. REMOVABLE ANCHORS ARE REQUIRED FOR DIRECT MOUNT (5) 6 -1/4" OR 12 -1/2" 0 C. MAX SPACING ONLY. SPACINGS SHALL NOT EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. PRODUCT REVISED in complying with the n:wid• B.)dlag Code ACCepuo6e No • Z - • 7 / - IS` EnplTadoo Date a wk. --7 1 ���/ i• �t I ... ` [ 3 • �7.. Oa1ba1