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WS-10-1369C Miami Shores Village Building Department JUL 1 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 j n Permit No \ .l 1V C Master Permit No. BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): l...b•,I i j k.0 -Z Phone #: lo.S S®.( -( �C Address: k.1-' A \&UJ '1'0=4" a City: State: EL_ Zip: '3'3 IS co Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: 0-1 61,4ttS City: Miami Shores Folio/Parcel #: County: Miami Dade Zip: "� '3 S 7 Is the Building Historically Designated: Yes CONTRACTOR: Company Name: Address: lere �f 1� City: , -* SAO' Qualifier Name: NO Flood Zone: a:,/ Si3,, #1 erv(, c c s-40/ State: Phone #: Zip: 7i/00 Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: �T��14 J(/v%I if c- -- DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: UAddition DAlteration New ❑Repair/Replace ODe /volition Description of Work: e-(2--CO T \ z-� �ti°��' F0r2_ U3S ` ( 13 L-09 ******** ********** ***** ** *******?**** *mn'— ** * * * ***** ** **** x********* **** :**+x********** Submittal Fee $ Permit Fee $ . 6 Scanning Fee $ ; ° I Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 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 apprpped end a reinspection fee will be charged. Signature , 41,,tarithlt. Owner or gent The foregoing instrument was acknowledged before me of I L ( ,201l,by• rn 1. S 4- , c '• v}i0 knowat hie or who has produced • NOTA Sign: Print: jentification and who did take an oath. UBLIC: A.A.A. ht I 0 A My Commission Expires: lov* 1/0111 it 110 Signature Contractor et The fore � oing instrument was acknowledged before me this day of � � , 20 k.„ by S 1 SL-V i v�v ho is sonally knowo or who has produced <� as identification and who did take an oath. NOTARY PUBLIC: Sign: )3 Print: Ati ++ \ \\\i\u1111 rni My Commission Expires: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Miami Shores Village SEP 10 oto Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: gg 3 (ti (� City: "Hart Permit No. LLoJ0 '/3 Master Permit No. ak Phone #: 76rf .272 J' 7 7'1 State: Zip: 7.7 % % Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: City: Miami Shores Folio/Parcel #: /73 County: Miami Dade Zip: Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: Address: 1-6,4f3 lB° City: /1,/,?"97,71. Lr)er /CJ Qualifier Name: �k4 State Certification or Re ' tratYon #: Contact Phone #: J,TWU� i„-74 ‘/47/ik- State: f� Flood Zone: Phone #: 1/6"-- 7 ,9e Z % -� Zip: .7.i /X617 Phone #: 3D$ '77e 7 YV% Certificate of Cpmpetency #: Email Address: f.�i / 4' 'C 1/074 DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddress Description of Work: Alteration New ORepair/Replace ❑Demolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: * * * * * * ** * * * *** ** ***** ***** *e******* Fees** ***+ * * ************ ***** *** * ***** **** ***axe* Submittal Fee $ Permit Fee $Y CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must .posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued he absence of � ch posted notice, the inspection will not a 'roved and a reinspection fee will be charged. mature 4oe'70' er or Agent The foregoin instrument yras acknowledged before me this day of , 20 ay C re, AetctID4 who is er Signatu Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by ';7-6(81/14-21 .� Ja i'r.4 or who has produced who is personally krio o me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 11111 1111/0/ b/ • - ' 6m °• te'o r °EC=,': 14,1©� • ***' k****ikQa***+ N**+N **Y=***N*is******, ✓ ic** * ✓f 1 dull 1o,\ as identification and who did take an oath. NOTARY PUBLIC: \\\\�"AGI�NOZ�i'/ Sign: - e ,, ,r :.1_ Print: a`: 4 55,, My Commission Expire$ y .�.,� /`aC 4 " < °/✓ ' . "Li 1 d ‘:`\ ckN��hN: N��k�Nd�B�dt�k�kN��R�k4t* �k�k**** H��k�hdh�k�N MNc�ktl�N��kd��R***.hJII%t tt+k **+N***Naib*** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Zoning Clerk BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Traco Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: SEP 010 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 OA www.maimidade.uov/buildinacode 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 "2100" Aluminum Single Hung Window — N. L APPROVAL DOCUMENT: Drawing No. 04- 113 -0002, titled "Series 2100 Aluminum Single - Hung Window Non - Impact Resistant ", sheets 1 through 4 of 4, dated 04/21/2004 with latest revision 05/15/2008, prepared by Engineer Express, dated 07/17/2008, signed and sealed by Frank L. Bennardo, P.E., bearing the M_ iami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration a e 'y he Miami -Dade County Product Control Division. MISSI .,E IMPACT RATING: None. ATIONS: Miami -Dade County Product Control Approved Shutters Are Required. LING: Each unit shall bear a permanent label with the manufacturer's name: TRACO Security (TRACO) oess Avenue 2304 Silverdale Road 5100 N.W. 72 "d Avenue try Township, PA 16066 Johnson City, TN 37601 Miami, FL 33166 15wing statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. 'VAL of this NOA shall be considered after a renewal application has been filed and there has been ;e in the applicable building code negatively affecting the performance of this product. ATION of this NOA will occur after the expiration date or if there has been a revision or change terials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of duct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to with any section of this NOA shall be cause for termination and removal of NOA. '2TISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed expiraa8lt d8tgmgy:beedjsptayrd iemdvertising literature. If any portion of the NOA is displayed, then Se dole, in its L'ntif4ty : :: . : • • • INSPECTION: A• • py of this entire NOA • shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 4521.06 and consists of this page 1 and evidence pages E -1, E -2 and E -3, at well es approval d®cumedt•me&titned above. The submitted documentation has retie wad ay Jaime D. Guyon, P.E. • • • • . • • • • •• • • • • ••• • • • • ••• • • • • • • • .. • NOA No. 08 -0527.15 Expiration Date: July 11, 2012 Approval Date: August 21, 2008 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 -0002, titled "Series 2100 Aluminum Single - Hung Window Non - Impact Resistant ", sheets 1 through 4 of 4, dated 04/21/2004 with latest revision 05/15/2008, prepared by Engineer Express, dated 07/17/2008, 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, TAS 202 -94 Along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET T150 -08, dated 04/09/08, signed and sealed by Daniel G. Farabaugh, P.E. 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 Along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Farabaugh Engineering and Testing, Inc., Test Report No. FET- 04002, dated 03/15/04, signed and sealed by Daniel G. Farabaugh, P.E. "Submitted under NOA# 05- 0729.03" 3. Test report on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 Along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1616, dated 04/02/97, signed and sealed by Gilbert Diamond, P.E. "Submitted under NOA# 99- 0712.05" 4. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 • 4) Forced Entry Test, per PA 202 -94 Along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing, Inc., Test Report No. FTL- 1305, dated 10/09/95, signed and sealed by Gilbert Diamond, P.E. . t05tlBtkiQed wtdel AV41#'97- 0924.03" • • • • • • •• ••• .• • • • •• • .•. • •.• •. . • • • • • • • • • • • • .• • .. • • • • • • • • • • • • • • .. • • • • • • • • • • E -1 ••• • • • • ••. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • Jaime D. Guyon, ' .E. Chief, Product Control Division NOA No. 08- 0527.15 Expiration Date: July 11, 2012 Approval Date: August 21, 2008 Traco Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94 4) Forced Entry Test, per PA 202 -94 Along with marked -up drawings and installation diagram of Series 2100 Aluminum Single Hung Window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -1274, dated 09/27/95, signed and sealed by Yamil Gerardo Kuri, P.E. "Submitted under NOA# 97- 0924.03" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Engineer Express, dated 05/15/08 with latest revision 07/24/08, signed and sealed by Frank L. Bennardo, P. E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated May 16, 2008, signed and sealed by Frank L. Bernardo, P.E. 2. Statement letter of no financial interest, dated May 22, 2008, signed and sealed by Frank L. Bennardo, P.E. 3. Laboratory compliance letter for Test Report no. FET T150 -08, issued by Farabaugh Engineering and Testing, Inc., dated 04/09/08, signed and sealed by Daniel G. Farabaugh, P.E. 4. Testing agreement letter, dated 10/08/2007 between Farabaugh Engineering and Testing, Inc. (FET) and Traco Security Windows & Doors, Inc., issued by FET. "Submitted under NOA# 07- 0521.06" 5. Laboratory compliance letter for Test Report no. FET 04002, issued by Farabaugh Engineering and Testing, Inc., dated 03/15/04, signed and sealed by Daniel G. . Pardl32ugh;P.E.::.•• i`Subs �si�te 44erA►t0�4# 05- 0729.03" •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • E -2 ••• • • • • .•• • • • • • • • . • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Jaime D. GasVon, )1.E. Chief, Product Control Division NOA No. 08- 0527.15 Expiration Date: July 11, 2012 Approval Date: August 21, 2008 Traco Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. STATEMENTS (CONTINUED) 6. Laboratory compliance letter for Test Report no Testing Laboratory, Inc., dated 04/02/97, signed "Submitted under NOA# 99- 0712.05" 7. Laboratory compliance letter for Test Report no. Testing Laboratory, Inc., dated 10/09/95, signed "Submitted under NOA# 97- 0924.03" 8. Laboratory compliance letter for Test Report no. Testing Laboratory, Inc., dated 09/27/95, signed P.E. "Submitted under NOA# 97- 0924.03" . FTL -1616, issued by Fenestration and sealed by Gilbert Diamond, P.E. FTL -1305, issued by Fenestration and sealed by Gilbert Diamond, P.E. FTL -1274, issued by Fenestration and sealed by Yamil Gerardo Kuri, G. OTHERS 1. Notice of Acceptance No. 07- 0521.06, issued to Traco Security Windows & Doors, Inc. for their Series "2100" Aluminum Single Hung Window — N. I. ", approved on 06/28/07 and expiring on 07/11/08. 2. One year conditional approval dated 06/28/07, subjected to successful verification test, the final approval will be balanced of total 5 years. "Submitted under NOA# 07- 0521.06" ••••••• • • • •• • • • • • . • • • •• ... .. • • • •• • •.• • ..• • • • • • • ▪ • • • • • • .• • • • • • • • • • • • .. • • • • • • • • • • • ••• • • • • ••• • • • • • .•. • • • • • • • ••• • • • • • • • • • • • • •• .. • ••• • • E -3 Jaime D. Canon, P.E. Chief, Product Control Division NOA No. 08- 0527.15 Expiration Date: July 11, 2012 Approval Date: August 21, 2008 • • 1 • • • 4 • 1:: •• i:• • • 8 9 LSERIES 2100 SINGLE -HUNG WINDOW (NON - IMPACT RESISTANT) t ROLL- FORMED ALUM GLAZING BEAD 3/4" MIN GLASS BITE (TYPICAL) 1/8' DSB - ANNEALED GLASS . ROLL- FORMED ALUM BEDDING GLAZING BEAD COMPOUND (SCHNEE MOREHEAD 5555, GE RG57700, OR DOW CORNING 1199) 3/4' MIN GLASS BITE (TYPICAL) 3/16" ANN OR 3/16' TEMP GLASS O GLAZING OPTIONS 3' = 1' -0' VERT SECTIONS BEDDING COMPOUND (SCHNEE MOREHEAD 5555, GE RGS7700, OR DOW CORNING 1199) MAX. 53 1/8' WINDOW WIDTH 49 5/8' D.LO. (FIXED) 6' MAX TYP CLUSTER OF (4) ANCHORS AT MEETING RAIL. 2 -5/2' 12' 0.C.) 48 1/16' D.LO. (VENT) MAX. 50 1/4' VENT WIDTH TYPICAL ELEVATION 1 WITH THRU -FRAME ANCHORAGE 1 EXTERIOR ELEV 2 -1/2' JAMB ANCHORS SEE CHART) 6' MAX TYP GENERAL NOTES: 1) THE STS h 614 DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE 2004 AND 2007 FLORIDA BUILDING CODES (HIGH VELOCITY HURRICANE ZONE) AND HVHZ TEST PROTOCOLTAS 202. 2) NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF 'THIS SYSTEM. WIND LOAD DURATION FAC-OP. Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4) MULTIPLE WINDOW UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO - APPROVED STRUCTURAL MULLIONS. 5) THE WINDOW SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. 7) AU. WINDOWS SHALL BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS FOR AU. INSTALLATIONS. 8) ALL STEEL IN CONTACT WITH AWMINUM SHALL BE PAINTED OR PLATED IN ACCORDANCE WITH THE BUILDING CODES SPECIFIED ABOVE. FRODUCTREV6ID hn ao plying wishtha Florida AAoceppmcoNo +.% OS .15 Division 2. y Z LL W Wig, U Q. wz 2 2 'G 2 d 2 a i® IMME®O ft IIEN 04- 113 -0002 SCAM 101 PAGE DESCRIPTION, 4 i THRU -FRAME ANCHORAGE NAIL FIN ANCHORAGE w4NDOWaphN mum (') H¢ort On) • • • 1/8' DSB Ann 3/16 Ann 3/16' Temp 1/8' 135E3 Ann 3/16' Ann 3/16' Temp 3/16' TAPCONS 3/16' TAPCONS 3/16° TAPCONS 3/16' TAPCONS 3/16' TAPCONS 3/16° TAPCONS Pas • (PS1) Neg (p%() Pas (Psi) Neg (psf) Pas (PsT) Neg (Pen) Po5 (ps() Neg (PO) Pas (250 Neg (Pe) Pas (PO) Neg (per) • 1 491325 2,50 • 6.00 53.125 • ••• 7614••• • 06 Anchors /Jamb 6 Anchors / Jamb 6 Anchors / lamb 5 Anchors / Jamb 5 Anchors /Jamb 5 Anchors / lamb 63.33 ••209 • .80.00 209.00 80.00 209.00 45.00 115.08 45.00 115.08 45.00 209.00 163.33 190.10 •80.00 209.00 80.00 209.00 45.00 72.65 45.00 72.65 45.00 190.25 63.33 •98.43 .80.00 161.81 80.00 161.81 45.00 47.64 45.00 47.64 45.00 124.75 35.06 035.46 •80.00 105.85 80.00 105.85 31.16 31.16 31.16 31.16 45.00 81.61 • 19,125 • •4350 • • 1/00 53.125 • • • • • 38 • •• • • • 6 Anchors MA • 6 Anchors / Jamb 6 Anchors / lamb 7 Anchors / Jamb 7 Anchors / lamb 7 Anchors / Jamb • 63.33 • 080.00 183.43 80.00 183.43 45.00 103.78 45.00 103.28 45.00 209.00 • 6333 •1•8•10 •1j0•3 y • •80.00 184.62 80.00 184.62 45.00 58.23 45.00 58.23 45.00 152.49 63.33 74.21 80.00 122.00 80.00 122.00 35.92 35.92 35.92 35.92 45.00 94.06 • &4.45 • •24.45 •76.81 76.81 76.81 76.81 j 22.61 22.61 22.61 22.61 45.00 59.22 • • • • 1 125 • •2;.50 37.00 53.125 • • soma • • • • • •8 Anchors / Arab* • 8 Anchors / lamb 8 Anchors /Jamb 7 Anchors / Jamb 7 Anchors / lamb 7 Anvers /Jamb 63.33 •1i70, • • 80.00 162.00 80.00 162.00 45.00 103.28 45.00 103.28 45.00 151.02 i 63.33 80.00 175.00 80.00 183.09 45.00 53.90 45.00 53.90 45.00 141.16 • 63.33 •1430• • 63.33 • 80.00 104.12 80.00 104.12 30.65 30.65 30.65 30.65 45.00 80.27 •19.29 : 19101 •» 62.63 62.63 62.63 62.63 18.44 18.44 18.44 18.44 45.00 48.29 • • • 19.125 26.50 37.00 53.125 • • • • • • • 57 • 8 Anchors / 39mb •8 Anchors / Jamb 8 Anchors / Jamb 7 Anchors / lamb 7 Anchors / Jamb 7 Anchors / Jamb • • 63.33 107.00 80.00 125.52 80.00 125.52 45.00 103.28 45.00 103.28 45.00 117.01 63.33 87.00 80.00 148.69 80.00 148.69 45.00 53.79 45.00 53.79 45.00 138.61 1 59.18 59.18 80.00 98.95 80.00 98.95 29.13 29.13 29.13 29.13 45.00 76.29 17.58 17.58 57.91 57.91 57.91 57.91 17.05 17.05 17.05 17.05 44.65 44.65 19.125 26.50 37.00 53.125 63 00 8 Anchors / lamb 8 Anchors / Jamb 8 Anchors /Jamb 9 Anchors / Jamb 9 Anchors /Jamb 9 Anchors / Jamb 63.33 91.00 80.00 103.57 80.00 103.57 45.00 91.00 45.00 103.28 45.00 144.83 63.33 80.50 80.00 110.32 80.00 110.32 45.00 53.79 45.00 53.79 45.00 140.88 56.64 56.64 80.00 91.50 80.00 95.85 28.22 28.22 28.22 28.22 45.00 73.90 16.34 16.34 54.49 54.49 54.49 54.49 16.04 16.04 16.04 16.04 42.01 42.01 19.125 26.50 37.00 53.125 74.25 10 Anchors / Jamb 10 Anchors /Jamb 10 Anchors / Jamb 9 Anchors / Iamb 9 Anchors /Jamb 9 Anchors / Jamb 63.33 79.30 80.0 117.00 80.00 117.00 45.00 79.30 45.00 103.28 45.00 109.07 63.33 66.50 80.0 111.00 80.00 111.51 45.00 53.79 45.00 53.79 45.00 103.95 53.00 53.00 80.0 84.90 80.00 93.73 27.59 27.59 27.59 27.59 45.00 72.26 14.72 14.72 50.0 50.00 50.00 50.00 14.72 14.72 14.72 14.72 38.55 38.55 t ROLL- FORMED ALUM GLAZING BEAD 3/4" MIN GLASS BITE (TYPICAL) 1/8' DSB - ANNEALED GLASS . ROLL- FORMED ALUM BEDDING GLAZING BEAD COMPOUND (SCHNEE MOREHEAD 5555, GE RG57700, OR DOW CORNING 1199) 3/4' MIN GLASS BITE (TYPICAL) 3/16" ANN OR 3/16' TEMP GLASS O GLAZING OPTIONS 3' = 1' -0' VERT SECTIONS BEDDING COMPOUND (SCHNEE MOREHEAD 5555, GE RGS7700, OR DOW CORNING 1199) MAX. 53 1/8' WINDOW WIDTH 49 5/8' D.LO. (FIXED) 6' MAX TYP CLUSTER OF (4) ANCHORS AT MEETING RAIL. 2 -5/2' 12' 0.C.) 48 1/16' D.LO. (VENT) MAX. 50 1/4' VENT WIDTH TYPICAL ELEVATION 1 WITH THRU -FRAME ANCHORAGE 1 EXTERIOR ELEV 2 -1/2' JAMB ANCHORS SEE CHART) 6' MAX TYP GENERAL NOTES: 1) THE STS h 614 DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN COMPLIANCE WITH THE 2004 AND 2007 FLORIDA BUILDING CODES (HIGH VELOCITY HURRICANE ZONE) AND HVHZ TEST PROTOCOLTAS 202. 2) NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF 'THIS SYSTEM. WIND LOAD DURATION FAC-OP. Cd =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4) MULTIPLE WINDOW UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO - APPROVED STRUCTURAL MULLIONS. 5) THE WINDOW SYSTEM DETAILED HEREIN I5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. 7) AU. WINDOWS SHALL BE PROTECTED WITH MIAMI -DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS FOR AU. INSTALLATIONS. 8) ALL STEEL IN CONTACT WITH AWMINUM SHALL BE PAINTED OR PLATED IN ACCORDANCE WITH THE BUILDING CODES SPECIFIED ABOVE. FRODUCTREV6ID hn ao plying wishtha Florida AAoceppmcoNo +.% OS .15 Division 2. y Z LL W Wig, U Q. wz 2 2 'G 2 d 2 a i® IMME®O ft IIEN 04- 113 -0002 SCAM 101 PAGE DESCRIPTION, 4 i • {—EDGE DISTANCE --{ '1II. TYPICAL ANCHORS, REF ELEVATIONS (S1) FOR SPACING • 1x OR 2x WOOD BUCK • • • • 1 • • ••• •••• • • ••• • s • A •••• • ••• ••• • • • • 1/4' MAX SHIM • • ••• •• • • • • •• • • • WOOD BUCKS, NOT BY TRACO, MUST SUSTAIN WADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: 3/16" ITW TAPCONS W/ 3/16° HEAD OR EQUIV CONC ANCHOR HOLDING CURRENT NOTICE OF ALLN FIANCE. • INTO 2x WOOD BUCKS OR WOOD STRUCTURE (1 -1/2" MIN PENETRATION INTO WOOD), WITH 1/2° MIN EDGE DISTANCE • • THRU lx WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY (1 -1/4" MIN EMBED • • INTO CONCRETE OR MASONRY), WITH 2 -5/8° MIN EDGE DISTANCE. • 1/2" DRAIN NOTCH AT EACH END OF SCREEN RETAINING LEG 1/8" SHIM AT EACH CORNER OF SCREEN 1/4" MAX SHIM •TYPICAL ANCHORS, Ix OR 2x < 1 l REF ELEVATIONS WOOD BUCK (SI) FOR SPACING 4-EDGE DISTANCE-1 SINGLE GLAZED SECTION 6" = 1' -0" VERT. SECT. SEALANT: ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WITH WHITE/AWM COLORED SEALANT, FIXED MEETING RAIL AT ENDS SEALED WITH GE SILICONE. MATERIALS LIST ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF. /SUPUER/REMARKS 1 5 -1104 1 HEAD 6063 -T5 PROFILE EXTRUSIONS 2 5 -1105 1 SILL 6063 -T5 PROFILE EXTRUSIONS 3 S -1103 2 JAMB 6063 -T5 PROFILE EXTRUSIONS 4 S -1113 1 VENT TOP 6063 -15 PROFILE EXTRUSIONS 5 5 -1101 1 VENT BOTTOM 6063 -15 PROFILE EXTRUSIONS 6 5 -1112 2 VENT SIDE 6063 45 PROFILE EXTRUSIONS 7 S -1110 1 MEETING RAIL 6063 -T5 PROFILE EXTRUSIONS 8 - - - - 9 012 -00 -830 AS REQD. FRAMF/VENT ASSEMBLY SCREW - S 8 X 3/4" SMS 10 012 - 00-835 AS REQD. VENT ASSEMBLY SCREW - 4 8 X 1" SMS 11 047-40 -012 4 WOOLPILE VENT SIDE - AMESBURY 12 - - - - - 13 024 -00 -018 AS REQD. ACRYLIC BASED GLAZING COMPOUND - SCHNEE MOREHEAD 5555 14 007 -10 -017 2 SWEEP LOCK @ 7' FROM ENDS (WHITE) ZAMAK MARBOLLO INTL 15 30 -2979 AS REQD. ROLL FORMED SCREEN FRAME (WHITE) - OPTIONAL 16 30 -067X AS REQD. FIBERGLASS SCREEN MESH - - 17 046 -16-005 AS REQD. SCREEN SPUNE - - 18 046 -16 -010 AS REQD. BULB WEATHERSTRIPPING VINYL TEAM PLASTICS 19 - - - - - 20 046 -16-016 1 FLAP SILL VINYL TEAM PLASTICS 21 009- 00 -XXX -X 1/ JAMB BLOCK AND TACKLE BALANCE - AMESBURY 22 005 - 10-041 2 CLOSED CELL FOAM PAD - 17(2'Xl/4" AT EACH CORNER 23 006 -10 -009 AS REQD. ROLL FORMED GLAZING BEAD - ALUMINUM 24 - - - - - 25 - - - 26 - - 27 5 -1125 OPTIONAL APPLIED NAIL FIN 6063 -1-5 PROFILE EXTRUSIONS 28 5-4740 AS REQD. JAMB PATE 6063 -15 PROFILE EXTRUSIONS 29 5-4931 AS REQD. HEAD AND SILL PLATE 6063 -15 PROFILE EXTRUSIONS TYPICAL ANCHORS, REF ELEVATIONS ANCHOR NOTES: (51) FOR SPACING 1) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 2) WOOD BUCKS (NOT BY THIS MANUFACTURER) SHALL BE ANCHORED y— PROPERLY TO TRANSFER LOADS TO THE 1 • { -EMBED EXISTING STRUCTURE. ° 3) WOOD BUCKS AND /OR 1105T . ' ° STRUCTURE SHALL BE 'SOUTHERN PINE' 0 =0.55 09 GREATER DENSITY. 4) ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN HEREIN. MINIMUM a EDGE DISTANCE AND EMBEDMENT TO BASE STRUCTURE EXCWDES STUCCO, FOAM, 1_. BRICK, AND OTHER WALL FINISHES. 5) WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. 1/4° MAX SHIM VENT WIDTH D.LO. (VENT) INTERIOR 1/4° MAX SHIM • 3/4" MIN GLASS 8TE (TYPICAL) EXTERIOR FRAME WIDTH HORIZONTAL SECTION DETAIL HORIZ. SECT. 2 6• =1.4r TYPICAL ANCHORS, REF ELEVATIONS (51) FOR SPACING iiRDDUCT REVISED Es complying voidt iha Florida Banding Coda ANo0: -OSZ aft Dian act Control 1!I . 2 a 2 FI Ii 1 MIMMEIMMUMMU 04- 113 -0002 SCALE PAGE o6 corprzCN( 14 • • • • •• • • •••• 1 • A,• •• •• i• 8 • K. • ANCHORS TO WOOD ONLY (SEE ELEVATION ON THIS PAGE FOR EXIST. WOOD SPACING /LOCATIONS) STRUCTURE 0 LB •q • •• • • • • •••• • • • • MIN MIN EMBED /. EDGE DISTANCE O o .V.� lI_1 -- _ m •••• • • 9 — ^tL_iirym •• L • • • 1/P DRAIN NOTCH AT EACH END Of SCREEN RETAINING LEG 1/8' SHIM AT EACH CORNER OF SCREEN V. MIN SHIM le 1 ..u, 0 ►a 1 io Pr iiii (ID :: %MIN // i EXIST. WOOD STRUCTURE MID ANCHORS TO WOOD ONLY (SEE ELEVATION ON THIS PAGE FOR SPACWG /LOCATIONS) SINGLE GLAZED VERTICAL 0 4 1 SECTION WITH NAIL FIN 6.0 1._0. O W MAX SHIM EDGE DISTANCE EDGE W MIN DISTANCE SHIM EXIST. WOOD STRUCTURE ANCHORS TO WOOD ONLY (SEE ELEVATION ON THIS PAGE FOR SPACING /LOCATIONS) %4` MIN EDGE SHIM DISTANCE VENT WIDTH D.L.O. (VENT) INTERIOR 3/4` MIN GLASS BITE EXTERIOR (TYPICAL) FRAME WIDTH SINGLE GLAZED HORIZONTAL 2 SECTION WITH NAIL FIN 4 6•e 1._0. MAX. 53 1/8` WINDOW WIDTH 49 5/8' D.LO. (FIXED) CLUSTER OF (3) ANCHORS AT MEETING RAIL 10' O.C. MAX (TYP) 48 1/16` D.LO. (VENT) MAX. 50 1/4' VENT WIDTH TYPICAL ELEVATION ()WITH NAIL FIN ANCHORAGE 6' MAX TYP 1/2 " EXTERIOR ELEV EXIST. WOOD STRUCTURE ANCHORS TO WOOD ONLY (SEE ELEVATION ON THIS PAGE FOR SPACING /LOCATIONS) PRODUCTREVISED as comply-Mg with Om Florida ra0O8 -0.,Z .15 �p;l*f .�- �mF? 2 FRANK L BENNAR00. P.E. HPE0046549 0 z x W ��AA 2 N � Et cc 2 6 E H Q O oz 8 s 1 1Y a iMESIMMIIIIM 04- 113 -0002 SCALE: 101 PAGE DEScRIPTION3 1 FRANK L OENNAPDO, P.E., 0 PE004E549 1 2.177" - -• c1.989° x0.063°11.372° �I/ • � O.O6Y ff -� HEAD AND SILL PLATE .... 0 . r 10 widi dm Saida •:�2 I$ „ `, „..1mE_•a K�. :.:.: 160 SW 12th AVENUE, #106 DEEFtFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354-0443 WWW.ENGEXP.COM CELT OP ACTHflSSZ A FRANK L BENNARDO, P.E., INC. INNOVATION FRAME ,- 41101111 •••• , " "• ..1 !'.1•� VENT TOP CORNER :•s•;,� 1443' —{—� ••••• i-1.596 °--4 • :C1 JAMB PLATE X00: :1L Ili�� ilk Ii� '� �...:, TRACO Windows & Doors Inc. 71 Progress Avenue Cranberry Township, PA 16166 Tel: (724) 776 -7000 SERIES 2100 ALUMINUM SINGLE -HUNG WINDOW NON - IMPACT RESISTANT . }-1.764 ° -1 � Iy 0.247.7 To.050° NAIL FIN (OPTIONAL) as coraplyiza A > Mann Division .�P' FRAME TOP CORNER VENT BOTTOM CORNER ,. 4'� -- 1.37s� FRAME JAMB ” CLOP 3° LCN J I/ 1!' O O , AT EACH ANalOR 1 }- 1.109° -i I I 1.625° 0.62' �� LOCATION 1I mi I °° I- 9 0.938° 1 _ I� 02nd 0.062° VENT TOP RAIL L ,•-•''' / ��1 j � OM RAIL M ;;;; El ® ® 0 , '/ 2327 0,062" 1075° 0.062' m 1 .... _ 04 -113 0002 101 a SILL FRAME BOTTOM CORNER ?AG.DESCRIPTION: — 2.125" --I 1— to.62s SASH SIDE RAIL /SILL CUP 3° LONG AT EACH ANCHOR LOCATION ✓ 14 ® lam� ag BBuilding epartrn.et 10050 R.E.2nd Avenue, Mia Shores; Florida 3313$ Ted: (345) 795.22Q4 Fax; (3O5) 75 &8972 INSPECTION'S PRONE NUMBER: (3Q�a) 762.4949 B V ING PERMIT APPLI ATIO FBC 20 Permit Type: BUILDING RO Ii Owner's Name (Fee Simple Titleholder) Owner's Address 08' (. City ii= 7 State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) l ,....0 City Miami Shores Village Comity ' Miami -Dade _ Zip FOLIO / PARCEL # Is Building, Historically Desiguated YES Contractor's Company Name $7 7 Contractor's Address 9C! City "NW /t/ Qualifier Name 5i,4 State Certificate or Registrati n No. Contact Phone Zone Architect/Engineer's Nazne (if applicable) `� ! ,�f Phone # Value of Work For this Permit $ ! j Type of Work: [)Addition • DAlteration Describe Work: . /el -°' z-2 Lai- exi Square / Linear Footage Of Works 0 Repair/Replace 0 Demolition a/6 1,J * ** ** *** * * * ** * * ** ** CCF ,$ O /CC $ Notary $ Scanning $ Radon $ Double Fee Structural Review. Training/Education Fee $ DPBR Violation date: Total Fee Now Due $ ee Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address. City State ( f 1 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 reinspectionfee will be charged. gAV o �� : wner or Agent The foregoing instrument was acknowledged before me this 20 day of . 5 , 20 0, by C i_ t L;A J , who is personally known to or who haiaroduev4, �t0 ao As identificat ka 41.who•did *8.-an oath. I o f : to _ -.c os -o - - ,ti CO 6 2) . �, ti NOTARY PUBLIC: Sign :.. Print: My Commission Expires: // ////rnnnnn" ��`• Signature Contractor The foregoing instrument was acknowledged before me this 2 day of i 1L-1 , 2Ot ®, ..byCl. r 'lei (' 9-4''t ' ne or who has produced—a— iD as identification and who did take an oath. who • Plans Examiner Engineer (Revised 07 /10 /07).(1'ievised 06/10/2009) NOTARY PUBLIC: Sign: Print: My Commission Expires: 0„,0111111 0111111 -=--03 NUTARY PUBLIC Commission # . .•DD'r659G1. / / /,F OF FI.�C�,. Zoning Clerk checked • • ••• • 1 •.• • 1 \ SIT. MAP Wall Legend 15O.5TING B(IEUON WALL TO REMAIN '_"_'__"' EXISTING EXTERIOR WALL TO BC REMOVED EOSIING INRI40R WALL TO MANN _________ COSTING INTERIOR WALL TO BE REMOVED ® HMV BLOCK PRltm WALL GENERAL DEMOLITION KEY NOTES CONIRALIOR SHALL REMOVE A1. Nona OP VITIATION ADETI045. 1. REMOVE PARTITION WALL IN FOYER 2. REMOVE ILLEGAL GARAGE APARTMENT 3. REMOVE BATHROOM t CLOSET PARTITION WAILS 4. PLUG TOIET SANITARY DRAIN PIPE AND CAP AD. WATER SUPPLY LINES AND RSTORC ORIGINAL 211111V 5091 AND W1SPISPA PER CONNECTIONS. 5. REMOVE ELECIWCAL PANG. ON CLOSET WALL AND ELECTRICAL CURET ALONG BASE BOARD OP GARAGE. 6. REMOVE WINDOWS AND MASONRY 01PILL AND PREPARI OPENING NOR GARAGE DOOR 7. REMOVE DOOR ON WEST WALL AND BLOCK PILL TO 48• AP.P. AND PROVIDE LOWER OPENING SRAUR TO ORIGINAL POUND IN RECORD DRAWINGS. - B. REMOVE ENTOt2 WOOD FRAME CN00511PE ON re NORTH WV CORNER OP HOME. 9. move THE ENTIRE WOOD FRAME 510URE ON TNC NORTH 511 OFF THE DINING ROOM. Remove MASONRY FNS WALL AND LEAVE SLAB ON GRADE OMY. GENERAL HVAC NOTES 1. 515TING NVAC UNIT 5 TO MINN. CONTRACTOR TO REQUEST A SPECIAL IN9RCTION BY CRT bIOWMACAL DEPARTMENT TO IDENTIPY ISSUE REGARDING THE CENTRAL PC SYSTEM INSTALLED WITHOUT A PEYMIT. APTER PRELIMINARY INSPECTION THERE 0019 NOT APPEAR TO Be ANY 91GW11GNR DV100NCY IN THE INSTALLATION OR WORMMAS112 THROUGHOUT 115 MARL RESIDENCE. 2. DUE- WONT TO THE GARAGE APARTMENT 0 TO 50 MIMED AND TERMINATED IN A MANNER THAT WILL NOT JEOPARDIZE THE INTEGRITY OP THE SYSTEM. 40-0 O ` 09IDRE 111 11'-6` O It t Q 1 1UCGAL MVO I N 1 I ,-;:W3111J-D f5b7 . M ami Shores Village APPROVED BY DATE ZONING DEPT r r � ' 1 1 .. - 1\ I BEO M2 m Dim SUBJECT 10 CCMPI.IANCE WITH ALL al 0 3 Il EX -1 I L i Ai i I� D � A \ T wee: /�1 p_ix, L ___ ,_-c �1 BEDROOM 1 LIVING I ._ �.. 0 10 \ \ \; O 0 ° MIME NOB 1 1 POYER 1 0 q = 1 1 I 01 11 o i5 © 02 4 i$• i 9 -2 i 17.11' T -S 47 -2 EXISTING CONDITIONS FLOOR. PLAN DEMOLITION NOTES 5CALE. 1/4' EXISTING CONDITIONS ELEVATIONS * DEMOLITION NOTES T ED At P. 1/8' CODE VIOLATION REME 173 NW 99TH ST MIAMI SHORES, FL PROJECT TEAM Omc GLEN LABRADA Ard5e. AANn 173 MN 99TH 919011 Pmlryl 4.3114.9 5110915. PL 33138 900 Mum: F11. 2 111. 0 ,tractor To 811 Datemmed MEP09D:01 4 PROPERTY INFORMATION Addret. 179 NW 99T11 STREET P918: 11 -3101 -029-0400 legal Oernpbm: 159 41 BONMAR PR ADO OF LOTS 5 TO 8 INC BIR 16799 -3628 0595 1 20.01:4: 0800 SINGLE FAMILY RM Ouvpa y: 000) RESIDENTIAL. SING 6mNg A4preV49q. Poetaga 1.146 Sr Propoacd Addbo al Sq. Poob3e: 0 Y NeW total Square Footage :0184*NC 1.140 SP Lot0ae 8,025 5P Veer Butt 1940 DESIGN CODE5 BO:Idmg RY00 Combucbon) Pion. Eubu:9 Code 200 Bu:bmg (P v1tm4 Rnmo.4On Area) Ron. Bwb::lg Boetug Bu 2009 5.7apbmen51 Mvlum.] Medamcd Pad a Gas (MX Pwmbmg Plumbag Coda (PBC 2001 Ele1neai PBC 2007 Remo 10 NPPt Structural0evgn Caen, 5e9on PBC 1606.1.7 B0c Wmd Speed V.146.30 Ward Importance Factor 113.0 92:1481N'o000 Cep -'c I1Mmal Pnxura ' */- 0.18 SCOPE OF WORK CONTRACTOR SHALL REMOVE ALL NOTICE OP VIOLATION ADDITIONS. 1. REMOVE PARTITION WALL IN POYER 2. REMOVE ILLEGAL GARAGE APARTMENT 2.1. REMOVE BATHROOM 1 CLO5CI PART7ON WN19 2.2. RUG TOL!T SANITARY DRAM PIPE AND CAP ALL WATER SUPPLY UN= AND WASHER/DRYER CONNECTIONS. 2.9. REMOVE ELECTRICAL PANEL ON CLOSET WALL AND ELECTRICAL OU11E 2.4. REMOVE WINDOWS AND MASONRY INPILL AND PREPARE 050444G POP 2.5. REMOVE DOOR ON WEST WALL AND 13100L FILL TO 48' APP. AND PI ORIGINAL POUND IN RECORD DRAY1NG9. 3. REMOVE ENTIRE WOOD FRINGE ENCLOSURE ON THE NORTH WET CORA 4. REMOVE THE ENTIRE WOOD FRAME ENCLOSURE ON THE NORTH SIDE 0 MASONRY KNEE WALL AND LEAVE SLAB ON GRADE OMY. SYMBOLS CENTERLINE OF COLUMN • NOTE TAG REFERENCING 0E151RAL NOT000N PLANS . DOOR NUMBER BEIDDOR SENILE Oaanknonntera O r- ,-;:W3111J-D f5b7 . M ami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT 4�jr V ',..) SUBJECT 10 CCMPI.IANCE WITH ALL FEDERAL 3 EX -1 AND REGULATIONS STATE AN C( UN LY 1-dULES EXISTING CONDITIONS ELEVATIONS * DEMOLITION NOTES T ED At P. 1/8' CODE VIOLATION REME 173 NW 99TH ST MIAMI SHORES, FL PROJECT TEAM Omc GLEN LABRADA Ard5e. AANn 173 MN 99TH 919011 Pmlryl 4.3114.9 5110915. PL 33138 900 Mum: F11. 2 111. 0 ,tractor To 811 Datemmed MEP09D:01 4 PROPERTY INFORMATION Addret. 179 NW 99T11 STREET P918: 11 -3101 -029-0400 legal Oernpbm: 159 41 BONMAR PR ADO OF LOTS 5 TO 8 INC BIR 16799 -3628 0595 1 20.01:4: 0800 SINGLE FAMILY RM Ouvpa y: 000) RESIDENTIAL. SING 6mNg A4preV49q. Poetaga 1.146 Sr Propoacd Addbo al Sq. Poob3e: 0 Y NeW total Square Footage :0184*NC 1.140 SP Lot0ae 8,025 5P Veer Butt 1940 DESIGN CODE5 BO:Idmg RY00 Combucbon) Pion. Eubu:9 Code 200 Bu:bmg (P v1tm4 Rnmo.4On Area) Ron. Bwb::lg Boetug Bu 2009 5.7apbmen51 Mvlum.] Medamcd Pad a Gas (MX Pwmbmg Plumbag Coda (PBC 2001 Ele1neai PBC 2007 Remo 10 NPPt Structural0evgn Caen, 5e9on PBC 1606.1.7 B0c Wmd Speed V.146.30 Ward Importance Factor 113.0 92:1481N'o000 Cep -'c I1Mmal Pnxura ' */- 0.18 SCOPE OF WORK CONTRACTOR SHALL REMOVE ALL NOTICE OP VIOLATION ADDITIONS. 1. REMOVE PARTITION WALL IN POYER 2. REMOVE ILLEGAL GARAGE APARTMENT 2.1. REMOVE BATHROOM 1 CLO5CI PART7ON WN19 2.2. RUG TOL!T SANITARY DRAM PIPE AND CAP ALL WATER SUPPLY UN= AND WASHER/DRYER CONNECTIONS. 2.9. REMOVE ELECTRICAL PANEL ON CLOSET WALL AND ELECTRICAL OU11E 2.4. REMOVE WINDOWS AND MASONRY INPILL AND PREPARE 050444G POP 2.5. REMOVE DOOR ON WEST WALL AND 13100L FILL TO 48' APP. AND PI ORIGINAL POUND IN RECORD DRAY1NG9. 3. REMOVE ENTIRE WOOD FRINGE ENCLOSURE ON THE NORTH WET CORA 4. REMOVE THE ENTIRE WOOD FRAME ENCLOSURE ON THE NORTH SIDE 0 MASONRY KNEE WALL AND LEAVE SLAB ON GRADE OMY. SYMBOLS CENTERLINE OF COLUMN • NOTE TAG REFERENCING 0E151RAL NOT000N PLANS . DOOR NUMBER BEIDDOR SENILE Oaanknonntera O r- r } agr� 9 AIN 2 1 X010 ... $Y: Detailet!'Wind Load Design (Method 2) WINDO2 v2 -16 1/18/2010 Analysis by Vicente Franco Company Name: Shop Drawing Express dba Dolphin Glass (786) 213 -3441 Description: 173 NW 99 st m shores fl User Input Data Structure Type Basic Wind Seed Building 146 m.h Struc Cat = . o 1,11, III, or , Or Struc Nat Frequency (n1) Slo.- ofRoof SIo, = of Roof eta of Roof Kd Directonal Factor MEM 1 3.0 14.0 Rids Hei!ht RHt e•. oTTn Gabled 10.00 20.00 15.00 idth Paral. To Wind Dir (L) 32.00 :12 De ft ft ft ft 57.00 ft Calculated Parameters Type of Structure Height/Least Horizontal Dim 0.47 Flexible Structure No Calculated Parameters Importance Factor 1 1 1 Hurricane Prone Region (V>100 mph) Table 6-2 Values Alpha = I 9.500 zg = 1 900.000 0.105 Bt = 1.000 Bm = 0.650 Cc = 0200 I= 500.00 ft Epsilon = Zmin = 0.200 15.00 ft Gust Factor Category I: Rigid Structures - Simplified Method Gust1 For rigid structures (Nat Freq > 1 Hz) use 0.85 1 0.85 Gust Factor Category 11: Rigid Structures - Complete Analysis Zm Zmin 15.00 ft Izm Cc * 33/z ' .167 0.2281 Partially Enclosed Buildings Lzm 1* zm/33 "E, silon 427.06 ft Q iiil i lagr Y((iAk NxbILEu)3r►1L;a" • 0.9297 0.8880 Enclosed Buildings Gust2 0. 9251(1 +1.7 *Izm *3.4" Q)A1+1.7*3.4 *Izm)) Gust Factor Summary G (Since this is not a flexible structure the lessor of Gust1 or Gust2 are used 0.851 Fla 6 -5 Internal Pressure Coefficients for Buildinas. Goal •• ..• • • • • • • •• ••• •• Condition Gc I Max + Max - Open Buildings 0.00 0.00 Partially Enclosed Buildings 0.55 -0.55 Enclosed Buildings 0.18 -0.18 Enclosed Buildings I 0.18 I -0.18 • • • •• • • • •••• • ••• • 000 • . •.. •• • •• . •• • .. • ••• • • • • • • • • • • • • •• • • • • • • • • • • • Developed by Meca Enterprises, Inc. Copyright kmep Drawing Express dba Dolphin Glass ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • VICENTE FRANCO P,E. JUN 1 R 2010 LIC. 62531 Page No a1 of 2 WINDO2 v2 -16 Detailed Wind Load Design (Method 2) Fissure 6- 1 - External Pressure Coefficients. GC:, Loads on Components and Cladding for Buildings w/ Ht <= 60 ft a = 3.2 =_> a as Gabled Roof 7 <Theta < =45 3.20 ft receive a help Screen 1/18/2010 Component width (ft) span (ft) Area (ftA2) Zone GCp Wind Press (lb/ftA2) Min Max Min Max WINDOW Z4 10 1 10.00 4 1.00 - 1.10 54.66 -59.29 WINDOW Z5 10 1 10.00 5 1.00 - 1.40 54.66 -73.19 DOOR Z4 19 1 19.00 4 0.95 -1.05 52.38 -57.01 _ DOOR Z5 19 1 19.00 5 0.95 -1.30 52.38 -68.63 Note: • Enter Zone 1 through 5, or 1H through 3H for overhangs. •• ••• • • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • •• • • • • • • • • • • e • • • • • • • • • • • • • • • •• • • • • • • • Developed by Meca Enterprises • , Inc. Copyright iskep Drawing Express dba Dolphin Glass ••• • • • • • • • • • •• • ••• • • • • • • ••• • • • • • • • • • • • • • • •• •• VICENTE BANCO PE. JUN 18 2010 iic 6253 Page . 2 of 2 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buidinacode DAB Door Company, Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 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: 9'-4 "Wide x 16'High Steel Sectional Garage Door w/ Window Lite Option APPROVAL DOCUMENT: Drawing No. 01-05, titled "Sectional Garage Door", dated 01/19/01, with last revision D dated 12/24/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 SmallMissile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. ThiS.NQA rgvisses NO # 05- 0915.10 and consists of this page 1 and evidence pages E -1 and E -2, as well as alSproval doeti e>�t >1eDA ti�,nl above. The sublitt$d tioeutetit4tionnyas reviewed by Carlos M. Utrera, P.E. .. •.• • • • •• • • • • • • • • • • • • • • ••• • • ••• • • • • ••• • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • .• • •• • NOA No. 09- 0128.05 Expiration Date: October 4, 2011 Approval Date: March 25, 2009 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01-05, titled "Sectional Garage Door", dated 01/19/01, with last revision D dated 12/24/08, sheets 1 through 5 of 5, prepared by A1- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, prepared by Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and sealed by Candido F. Font, PE. 2. Test reports on 1) Uniform Static Air Pressure Test Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 08- 1106.05" 3. Test report of Uniform Static Air Pressure and Force Entry Resistance Test, per FBC, TAS 202 -94 on "Sectional Residential Garage Doors ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01 -966, dated 01/18/01, signed and sealed by Hector M. Medina, P.E. 4. Test report of Large Missile Impact Test, per FBC, TAS 201 -94 and Cyclic Wind Pressure Test per, per FBC, TAS 203 -94 on "Sectional Residential Garage Doors ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 01- 972/974, dated 01/29/01, signed and sealed by Hector M. Medina, P.E. "Submitted under NOA # 01- 0620.08" 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS 1. Anchor verification calculations prepared by Al- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Faroo . . P.E. • •• • • ••• ••• •• • • • •• Carlos M.0 era, P.E. • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • ••• • ••• • • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • E -1 Product Control Examiner NOA No. 09- 0128.05 Expiration Date: October 4, 2011 Approval Date: March 25, 2009 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on 01/11/12. "Submitted under NOA # 05- 0228.02" 5. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G155 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing, Inc., Report No. HETI 04 -A002, dated 09/27/04, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material ", prepared by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T251, dated 11/29/04 signed and sealed by I. Ghia, P.E. 7. Test Report on Self - Ignition Temperature Test, Rate of Burn Test and Smoke Density Test of "REHAU non -foam PVC extrusion material ", prepared by ETC Laboratories, Report No. 04 -761- 15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by AI- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, F.E. G. OTHER 1. Notice of Acceptance No. 05- 0915.10, issued to DAB Door Company, Inc, approved on 04/13/06 and expiring on 10/04/11. .. •.• • • • • • .. • • . • • • • .• ... .. • • • •• • ••• • •.• • • • • • • • • • • • • • • • • . . . • • •• • • • • • • • • • • • • • • • • • • • • • • • .. • ... • • • • ... • • • • • • • • • • • • . • .• • • • • • • • • • • • • : • • • • • •• • • • • • • OF SECTIONS 21 SECTIONS 21 ECTION 2i° ECTIONS 21' ECTIONS 21" ' ECTIONS 21" ;EC11ON 21' ;ECTIONS 21° ■ECTIONS 21" ' ECTIONS 21" ECTIONS 21° ECTION 21' ECTIONS 21° ECTIONS 21° ECTONS 21' ECTIONS 21° ECTIONS 21" ECTIONS 21° ECTIONS 21' ECTONS 21° ECTIONS 21° ECTIONS 21° ECTIONS 21° SECTIONS 21° iECTIONS 21" ECTIONS 21' ECTIONS 21° ECTIONS 21° ECTIONS 21° ECTIONS 21° •••• • • •••• • • • • • •• • • • • • •• •• • • • • • • •• • •• • • • ••• •••• • • •••• 7 -1/2° X 3° X .071° GALV. STEEL END ROLLER HINGE - W/ (4) #14 X 5/8" SMS _7- 11/E2" X .071 W/ (4) #14 X ••• "_ LOCK 0/ DOOR •• • • 3" X 1 -1/2° X 6 -1/2° X .1° STEEL FASTENED TO END STILE WITH - (2) #14 x 3/4° sMs 158 D. GALV. AIRCRAFT TYPE CABLE & NICO -PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR CENTER STILE OUTSIDE _ HANDLE SPRING LOADED SU FASTENED W/ (4) 0 °10 2 LOCK BRACKET STD. LIFT DOOR -END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8° SMS 18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR TOP FIXTURE 5 -1/2° X 2 -3/4" X 0.1° STEEL PLATE WITH ONE 5/16 -18 MS W/ NUT OPTIONAL DOOR VIEWER FASTENED TO END STILE WITH TO BE INSTALLED AT (6) #14 X 3/4" SELF DRILLING SCREWS ^CENTER STILE DE BOLT LOCK (BOTH SIDES) `P � r 14 X 1/2" S.M.S. � IGAGEMENT CONFORMS TO , I ` v --' it ,IG GARAGE DOORS______„,"" ` ( \ __- \_- I ' OPTIONAL VENT L — A (3) 5° WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACT —1111114... I 2POENINO. IN AREA NOT TO EXCEED COLONIAL DESIGN WOOD GRAIN DESIGN <1f . MAX. DOOR WIDTH 9' -4° BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3 -1/8° X .010" STEEL PLATE WITH (4) #14 X 3/4° SDS OUTSIDE KEYED LOCK LOCK BAR (LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT) GENERAL NOTE$ 1. THIS PRODUCT HAS BEEN DESIGNED AND Itsltu TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDfON INCLUDING HIGH VELOCITY HURRICANE ZONE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. AU. BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURATION INCREASE IS USED.IN #SIGN OF ANCHORS INTO WOOD ONLY. U DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH MAXIMUM DESIGN LOAD RATING = + 62.0 PSF (DOORS WITHOUT WINDOWS) - 70.0 PSF MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (DOORS WITH WINDOWS) - 64.0 PSF Engr. DR HUMAYOUN FARODO STRUCTURES VIA. PE 18557 CAN. JAN 1 3 2009 Ili/ 111.1(•1 MEWED is complying will dellojl• Ileiktiag Cads Nome - wi,.. /l ." „° tJ. ONAL GARAGE D 4 a 0 • S: c � drawing no. 01 -05 sheet 1 of 5) e CENTER STILE R AI MINI II C m R A e � — — —' I ° GALV. STEEEE\ V A. V —II! I 1/2° SMS _ _ _— — I I I� 7 m p U U O i i W Wilii I IWO 7 ' I -I ' i m v� C lei. A A t . - Y � _ to 1 i . �- _ _ BRACKET LOW HEADROOM DOOR OPTION 7 -7/8" X 3 -1/8° X .010" STEEL PLATE WITH (4) #14 X 3/4° SDS OUTSIDE KEYED LOCK LOCK BAR (LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT) GENERAL NOTE$ 1. THIS PRODUCT HAS BEEN DESIGNED AND Itsltu TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDfON INCLUDING HIGH VELOCITY HURRICANE ZONE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. AU. BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL 5. A LOAD DURATION INCREASE IS USED.IN #SIGN OF ANCHORS INTO WOOD ONLY. U DAB DOOR MODEL 824 MAX. SIZE 9' -4" WIDE X 16' -0" HIGH MAXIMUM DESIGN LOAD RATING = + 62.0 PSF (DOORS WITHOUT WINDOWS) - 70.0 PSF MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (DOORS WITH WINDOWS) - 64.0 PSF Engr. DR HUMAYOUN FARODO STRUCTURES VIA. PE 18557 CAN. JAN 1 3 2009 Ili/ 111.1(•1 MEWED is complying will dellojl• Ileiktiag Cads Nome - wi,.. /l ." „° tJ. ONAL GARAGE D 4 a 0 • S: c � drawing no. 01 -05 sheet 1 of 5) • • •••• • • • •••• • • • • • • • • • • • •• • • • • •• •• • • • • • • •• • •• • • • • • ••• • •• • • • • •••• • • • • •••• STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH —5/18° X 1 -5/8° LAC SCREW (FULLY THREADED) ONE PER BRACKET • •• • • • • • • • • • • •• •• • • •••• • • •••• • OD BUCK ON SHEET 4 BY INSTALLER #14 X 5/8" SMS 4 PER HINGE DISTY .024" .024" STL. PANEL SOLID =RASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16° DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 1/2" X 1 -3/4" X .059" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16° POP WETS ® 12" 0.0. 3/4" X 2" X 2 -1/2° X .049° STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (4) 3/18° ALUM RIVETS SEE DETAIL ABOVE 1 -7/8° X 2 -5/8" X .045" STEEL - CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/18° RIVETS #14 X 5/8° S.M.S. 4/ HINGE POP RIVETS 1/2" PUNCHED HOLES _f 4" 0.C. ANCHORS; A) 3/8" DIA. POWER -BOLT BY 'POWERS' 2° MIN. EMBED INTO CONCRETE 1 -7/8° MIN. EDGE DISTANCE B) 3/8" DIA. HI C S1 EEVE BY 'HUD' 1 -1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8° MIN. EDGE DISTANCE INTO CONCRETE 4° MIN. EDGE DISTANCE INTO FILLED BLOCK EDGE CONCRETE f'c 3000 PSI MIN. DISTANCE C -90 GROUT FILLED BLOCK Ym 2000 PSI MIN. v.11 -3 / 18 8" 02" ETS —°- ;ING .078" TRACK 'LATES IS HD. K NUT ANCHOR TYPE A OR B "(1) PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 7/16° PUSHNUTJ INSTAIIFn ON ROLLER SHAFT 7 -1/2" X .071° GALV. STEEL CENTER HINGE SECTION B -6 INTERIOR SIDE 7 -1/2" X .071° END ROLLER HINGE 1/4 -20 SS BOLT & NUT 1.82° DIA. X .50° ROLLERS W/ .44 DIA. X 4- 1/4" STEM Engn Dlt. HUMAYDUN FAR000 STRUCTURES FIA. PE # 16%7 CAN. 3538 JAN 1 3 2009 PROMO MEVISED as complying with** SOWN! Code nark!' Animism Ho /.r •i7$' Fogingico /1/Z14!!! SECTIONAL GARAGE DOOR drawing no. 01 -05 j (sheet 2 of ti RIVETS 2 -3/4° X 5 -1/2° X 3" X .104° /CALM. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/6° S.M.S. 090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4° HEE(•H! • M. SCREWS & guts. •• • • • • • • • - • • • HORIZONTAL EINFORCEMENT • \ 1/2" X 1•rl /49"x.059° FORM ID EL 'GLUED TO PANEL AND FASTEd•T0• VERTICAL SIRED MEN • • • (2) 3/160 POP•RWETS • • • • 5/16" X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET HORIZ. TRACK SUPPORT, CENTER SUPPORT REDD. ON DOORS EXCIEEDING 8 FT. IN HEIGHT :1 II 2 -1/2" X 4 -1/4° X 13 GA. STEEL PLATES WELDED TO 1 -1/2° X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK • •• WITH (4) 1/4 -20 SS. BOLT & NUTS • • • • • • • • • • •• ••• ••'•• • •� ••t•ltg -1/2" X .104" • • • • • GALV. STEEL • • • T 'IENE0 W $ BR AC • BRACKET FOR • LOW HEADROOM DOOR OPTION Hamar S ifilIEFORCEMEilT 1/2' X * -3/4" X .059° EORMED STEEL � GLUED T9 'P ANEL WITH FASTENED iED (2) 3 Ig ! ti6VETS • • • • • • _-5/1S" MEETING RIB 1.82° DA. X .50" ROLLERS 9/ .44 DLA. X 4-1/4" STEM OPTIONAL INSULATIONS: BY'DYPLAST PRODUCTS LLIr' EPS- EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07- 1107.08 OR IS0-25 POLY - ISOCYANURATE DENSITY = 2.0 PCF N.O.A. 107- 0301.10 OR BY 'INSULFOAM LLD' DENSITY = 0.92 PCF N.0A. #07- 1018.07 �14 GA. GALV. SILEL ROLLER HINGES FASTENED W/ (4) #14 X 5/8° SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G -40 MIN. YIELD STRENGTH = 34 KSI WRH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPUED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL W/ (4) #1144CX 5/15° SMS BOTTOM SEAL .056 ALUM PLATE WITH 1/6" X 1" S.M.S. ® 48" 0.C. AND RUBBER WEATHERSTRIPPING • • •• • • • • • z a 0 0 0 8 A HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK 2 X 2 X 1/6" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3° 0.C. REST AT 9° 0.C. I CONNECTED TO FLAG BRACKET ANGLE W/ 3/8 -16 X 3/4° BOLT & NUT / AND TO SPRING SHAFT GUIDE WITH (2) 1/4 -20 X 5/8° BOLT & NUTS VERTICAL TRACK 2 -1/8° X 1° X .080" SECTION A —A DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 82 B3 84 85 86 B7 B8 6' -0" 18" 18° 18° 18" N/A 1" 11 -3/4" 23" 34" 45" 56" 67" - 6' -6" 21° 18" 18" 21" N /Ad N/A 18" 1" 1° 1" 11 -3/4° 23" 11 -3/4° 23" 34" 45" 56" 67" - 7' -0° 7' -6" 21° 18" 21" 18" 21" 18" 21" 18" 34" 45" 56" 67" - 11 -3/4 ". 23" 34° 45" 56° 67" 78 -1/4" 8' -0" 21" 18" 18" 18" 21" 1" 11 -3/4" 23" 34° 45" 56" 67" 78 -1/4" •- SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH. USE ADDRIONAL TRACK BRACKETS AT 10" 0.C. 1.9° X 2.19° X 3.3" X .090° STEEL TRACK BRACKETS 2 -3/18" HIGH CONNECTED TO TRACK WITH 1/4° BOLTS & NUTS. co co m TRACK CONFIGURATION ERTICAL LIFT HIGH LIFT STANDARD LIFT AVAILABLE TRACK OPTIONS Enr. O.R. HUMA N FAR000 STRUCTURES FLA. PE t 16557 CAN. 3538 JAN 1 3 2009 LOW HEADROOM DOUBLE TRACK 14.1 outb w'+71,D 1M11'r11Is i . /:'.0$ 1� L' JS ' o P rl w !� g°. N a.° Crg V M p�ng g DC ni N 4 ,.,La 0 J � g Q Wrt g c 0 0 0 v 2 8 —18 0 V o 4 N N `v 0 c _HI 1 o 1 0 1 'G! $ Ci a drawing no. L01 -05 (sheet 3 of 5 •••• • • • • •••• • • • • • • • • • • • • • • IING (NOT BY DAB 000RS) NOT LESS THAN GRADE 2 SYP OR BETTER ROM FOOTING TO 11E BEAM. RIFY ADEQUACY OF THE • • • • • •• • • • • •• •• • • • • • •• • •• • • • ••• •••• • • •••• J1ON TO MASONRY NRH CONT. STEEL ANGLE TO PRESSURE ABS WHICH SHAH BE ANCHORED TO 9RY BOCK WALL OR CONC. COLUMN WITH VITH SPACING OF WITH 2 -1/4' MIN. EMBED NCRETE, WITH 1 -3/4' MIN. EMBED KITH SPACING OF WITH 1 -1/2° MIN. EMBED NCRETE, WITH 1 -3/4" MIN. EMBED CING OF NCREIE, WITH 2 -1/2° MIN. EMBED WITH SPACING OF WITH 1 -1/4" MIN. EMBED, 4' MIN. EDGE DIST. NCREIE, WITH 1 -1/4° MIN. EMBED AND 1,.L BE GROUT FILLED AND REINFORCED ADING INTO FOOTING AND INTO TIE BEAMS UOUS FROM TIE BEAMS TO FOOTING. BS BY OTHERS • •• • • • • • • • • • • 000000 •• •• • • •••• • • •••• • • •• • • • • • 5/18° X 1 -5/8° LAG SCREWS AT 12" 0.C. J STRUCTURE BY OTHERS — MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/18° DIA. BOLTS WITH WASHER & NUT AT 12" 0.0. MAX. 1-1/4" X 2 -1/2° X 14 GA CONT. 5I LLL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS t3" LONG AT 12" 0.0. IN DOOR OPNG. AT 18" 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WEIRS AT EACH SIDE ANCHOR SPACING __ ANCHORS 1 STRUCTURE: EMBED SPACING EDGE DIST. 3 e HLC SLEEVE BY 'HILTI' . CONC. 1 -1/4" 8° 2° 3/8" HLC SLEEVE BY 'HILTP FILLED BLOCK, 1 -1/4" 8° 4" 3 8° DYNABOLT BY 'ITW" CONC. . 1 -1/2° 8" 2 -1/2° DYNABOLT BY 'ITW' FILLED BLOCK 1 -1/2" B" 3 -314" 8 POWER -BOLT BY 'POWERS' CONC. 2" 8° 1 -7/8 /8 SLEEVE -ALL BY 'SIMPSONS' CONC. 1 -1/2" 8° 1 -7/8" CONCRETE f'c = 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN EDGE DIST. 1 -1/2° 2 -1/8" X 1° X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4-20X5/8" TRUSS HD. SLOTTED MS. & LOCK NUT ALTERNATE TRACK INSTALLATION Engr•. DR. HUMAYOUN FAR000 STRUCTURES FLA. PE. 19 18557 CAN. 3538 Mum= REVISED lo IMO% sib Dr IUDs Mamas LOT- JAN 1 3 200 w U) RC71 J b fd®sc Alan �N 'p ro °I( I t• . ) drawing no. 1 01-05 j 'sheet 4 of 5 } DOOR PANEL 24 GA. (.024) STEEL MIN. •••• • • • • •••• • •• • • • • • • -7/16' dIA, WASHL • •• • • • • • • • • • •• •• •• '� 0. jC of SMS • • - • • • 3%� MIA ENDS - NOR, 14C• MM. •• • •••• • • • • • • • • • •• • •••• � �O 1 -3/8 FR4OM ENDS • IMP %•1y2" 0.C. elRX. • • • • • ••• • •• • • • • •••• • • .175 X .062 DEEP •••• GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08- 0305.02. .175 X .082 DEEP GROOVE i (4) #8 X 3/4" SMS .--® 1 -3/8" FROM ENDS AND 6-1/2° O.C. MAX. #8 X 3/4° SMS 0 3/8" FROM ENDS AND 7" 0.C. MAX. 7/16° DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. • • #8 X 3/4° SMS 0 3/8' FROM ENDS AND 4-1/2° 0.C. MAX. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE g ap o 0 21 3/4" MAX. WDW. WIDTH 18 1/8° MAX. D.L.O. r .500 -•^: 1.765 .176 -•1 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION J 1.144 ID Z o w F 2 N CW a x 0 t. 0 v • wit et lama * JNTERIOR FRAME RIGID PVC ONE PIECE INJECTION iliii ,1 3 ;o ��e L.577e1r3P-- INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS C .175 X .062 DEEP GROOVE Engr. OR. i1UMAYOUN FAR000 STRUCTURES FLA. PE # 16557 C.A.N. 3538 pp apopipiperPIPIP 1110611 B•l1�yCab Aseepomellb Ol :,173" /;#74 25;7.% DOOR PANEL 24 GJt (.024) STEEL MIN. EXTERIOR 15/18" MIN. GLAZING BITE D.L OPG. WINDOW WIDTH AN 1 3 2009 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Aluminum World, Inc. 4401 East 10`h Avenue Hialeah, Florida 33013 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 www.buildinacodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of constriction 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: 22 ga. (0.029" min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 04166 -0001, titled " 22 ga. (0.029 ") Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., Inc., dated August 08, 2005, signed and sealed by Frank L. Bennardo, 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: 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 sMd116fs �.vL.iliblefor Ins�pect15n at the job site at the request of the Building Official. • • ••••••• This•TO4 gpnSi df ttiiip$ge„ ]„•evidence submitted page (s) as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, P.E. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • ••• • • • • • • • • • • • • • ••• •. • • • • • • • • • • • • • . •• • •• • • • • •• •• ••• • • • ••• • • 9�08/2005- NOA No 05- 0215:03 Expiration Date: 09/08/2010 Approval Date: 09/08/2005 Page 1 Aluminum World, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 04- 166 -0001, titled " 22 ga. (0.029') Galvanized Steel Storm Panels", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., Inc., darted August 08, 2005, signed and sealed by Frank L. Bennardo, P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test on " 22 ga. Galvanized Steel storm panels " , prepared by Construction Testing Corporation, Report No. 04 -014, dated October 22, 2004, signed and sealed by Tamil G. Kuri, P.E. C. CALCULATIONS 1. Storm panel calculations, titled " 22 ga. (0.029" thick) Galvanized Steel Storm Panels", sheets 1 through 35 of 35, prepared by Frank L. Bennardo, P.E., Inc., dated January 17, 2005, signed and sealed by Frank L. Bennardo, P.E. on February 11, 2005. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E . MATERIAL CERTIFICATIONS 1. Tensile Test Report from Certified Testing Laboratories, Project # CTL#0621K dated 08/30/04 for 22 ga. Galvanized Steel sample, tested per ASTME8 -93, signed and sealed by Ramesh Patel, P.E. 2. Mill Certified Inspection Report, dated 01/28/2004, for Galvanized Steel by Century Metals & Supplies, Inc. with chemical composition and physical properties. .. .... • • .. .. • • . • • . .. ... .. • .... • • .. • ... • • • • • • • • • • • • • • • • • ▪ • • • • • • • • ... • ... • • • • ... • • • •••. • • • • • • ... • • • • • • • • • • • ... • E -1 Helmy A. Makar, P. E. Product Control Examiner NOA No 05- 0215.03 Expiration Date: 09/08/2010 Approval Date: 09 /08/2005 ?2ga (0.02911) GALV STEEL STORM PANELS f -2 "—f •••• • 0.831° • 4141• • • •• • • .r • • 4,15/16" • • • • RAFg••• • •• 10TH �.PROFI�� ••: • • •• • 75° 15° P SECTION •• • • • ••• •• • • • • • •• •• • • 41.00 • • •••• • • •• • • • •••• 41--41 9r 1 1 0 70.66 65° 0.275° u, 0.095° TYP -CK O"F" TRACK 5b 6" = 1'-0° /- 2° OBUILDOUT "h" HEADER 6 6° = 1' -0° 1/4" 2 3/16" 1/4" 0.060° TYP 3/8" f-- 2° 1 T "h" HEADER 2 6° = 1' -0° 2 1/4" 0.062° TYP 3/8 "t_ 12" O3 "U" HEADER 6° = 1' -0° 3" 5 3/8" 3/8" 0.130" 0.130° 3/8° 1/4" 09/16° 0.090" THICK ALUM OKEYHOLE WASHER .L 2 6° = 1'-0° PLAN VIEWS —v V 5/16° \ 5/8° \` / .N KEYHOLE PUNCH 1/2" = 1' -0" ELEV BUILDOUT O "F" TRACK O8 DEEP "h" HEADER 6° = 1' -0° O SHALLOW "h" SILL 6" = 1' -0° FRANK L. BENNARDO, PEN 0 PE0046549 GENERAL NOTES: 1) THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE FOR USE WITHIN THE HIGH VELOCITY HURRICANE ZONE, PER TESTING PROTOCOLS TAS 201, 202, & 203. 2) NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT, EXCEPT FOR LAG WOOD SCREWS WHEN A 33 -1/3% INCREASE FOR WIND LOAD DURATION HAS BEEN USED. 3) POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS FOR SPECIFIC JOBS IN ACCORDANCE WITH THE GOVERNING CODE. 4) THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT AND APPLY FOR A ONE -TIME NOTICE OF ACCEPTANCE. 5) PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND NEW SUPERIMPOSED LOADS. 6) ALL STORM PANELS SHALL HAVE A MINIMUM GALVANIZED THICKNESS t =0.0290" CONFORMING TO ASTM A653, STRUCTURAL QUALI1Y GRADE 80, WITH G60 GALVANIZED COATING AND MIN Fy =88.12 KSI. 7) ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, U.N.O. 8) PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE LABEL PER PANEL CONTAINING THE FOLLOWING: ALUMINUM WORLD, INC. - HIALEAH, FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 9) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND CORRESPONDING LOADS SHOWN HEREIN. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC OF MIAMI, FL) TEST REPORT #04 -014. 10) TOP & BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. 11) USE OF KEYHOLE WASHERS IS OPTIONAL IN CONJUNCTION WITH ANY MOUNTING CONDITION. WASHERED WINGNUTS SHALL HAVE 0.865° MINIMUM WASHER DIAMETER. 12) ALL WASHERED WINGNUTS ( "WWN °) SHALL HAVE 0.865° WASHER DIAMETER. 13) ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. 5 3/8° 1-- 3 1/4° 0.115° DEEP "U" 10 O HEADER 6° = 1' -0° 3 1/4" 5 7/16° —0.0 0.090°1 60° 0.060° 2 ° —* 2 " —* 0.064° 40.125° 0.094° OSHALLOW "U" SILL 1. -0° -r iC .y 0.125° f ---2° MIN TO 5° MAX CLOSURE O13 ANGLE 4° =1, -0° Approved es comPtY100 with the Florida Date O NOM N 1 04 -166 -0001 PAGESCALE: - DESCRIPTION: J • • EXISTG HOST STRUCTURE CONN TYPE C1 ANCHOR PER ANCHOR SCHED 1/2" MAX •••• • • • •••• ••• • • ••• • •••• • ••• • •• •••• • • • • CONN TYPE C1 ANCHOR PER ANCHOR SCHED r g., EXIST'G HOST STRUCTURE B.O. "h" HEADER / B.O. "F" TRACK 3° = 1' -0° MOUNTING SECTION EXISTG HOST STRUCTURE CONN TYPE C4 ANCHOR PER ANCHOR SCHED 1 1/2" MAX 2 3/4° MIN 1/2" MAX MIN GLASS SEPARATION PER SCHED 1/2° MAX 2 3/4 "� MIN �CONN TYPE C4 ANCHOR PER ANCHOR SCHED - EDGE DIST 7.. L.- EXIST'G HOST STRUCTURE DEEP "U" HEADER / SHALLOW "U" SILL 3° = 1' -0" INTER MOUNT SECTION DEPICTION OF INTERIOR MOUNT METHOD EXIST'G HOST STRUCTURE CONN TYPE C1 ANCHOR PER ANCHOR SCHED WWN @ 12° O.C. 7 4 Alu MIN GLASS w #- SEPARATION - V a PER SCHED WWN @ 12° O.C. 1/4" MAX CONN TYPE C5 ANCHOR PER ANCHOR ED EXIST'G HOST STRUCTURE DIRECT MOUNT / "E" TRACK W 3" = 1' -0° MOUNTING SECTION EXIST'G HOST CONN TYPE C5 ANCHOR STRUCTURE PER ANCHOR SCHED MIN GLASS }- SEPARATION PER SCHED - —� w MAX I EXISTG HOST STRUCTURE "U" HEADER / STUD ANGLE (SILL) 3° = 1' -0" MOUNTING SECTION WALL MOUNT CLOSURE 2 3 ° =1'13° ANCHORS AT 10" O.C. FO P =165psf OR LESS, OR AT 12° O.C. FOR P =140psf OR EQ LESS (USE ANY ANCHOR FROM ANCHOR SCHED) I` EXISTING HOST STRUCTURE BUILD -OUT CLOSURE 3° = 1' -0" HORIZ SECT HORIZ SECT EXISTING HOST STRUCTURE, TYP t-1" TO 5" EXISTG HOST STRUCTURE CONN TYPE C1 ANCHOR PER ANCHOR SCHED MIN GLASS f- SEPARATION PER SCHED "F" TRACK FRANK L BENNARDO, P.E. ` 0 PE0046549 12"O.C. 1 MAX to iu 3° = 1' -0° MOUNTING SECTION BEND PANEL AROUND CORNER & STITCH TO ADJACENT PANEL WITH 1/4 -20 BOLTS & WASHERED WINGNUTS AT 24" O.C. (TYP) / STING HOST STRUCTURE FASTEN PANELS TO HOST STRUCTURE OR TO STUDDED ANGLE (TOP & BOTTOM) AT CORRUGATION VALLEY CLOSEST TO CORNER (EACH SIDE) CORNER CLOSURE N.T.S. HORIZ SECT VERLIN Cr% ANCHORS AT 10° O.C. FOR P =165psf OR LESS, OR AT 12° O.C. FOR P =140psf OR LESS (USE ANY ANCHOR FROM ANCHOR SCHED) TRAP MOUNT CLOSURE 3° = 1' -0" HORIZ SECT Approved or complying, wlffi des Florida Product 2 D:• a? UJ z uJ 5z U — 0 Od WI' 00u. 0 qO� ma Z <LL 0 a 1 04- 166 -0001 PAGE SCALE - DESCRIPTION: 4 LEADER, DETAIL • ANGLE TO TRACI( W/ (2) 414 SMS • • • • ••• • • ••• • • • ••d.••• •• • • • • =1) 1 "x2" x0.092° ANGLE or 3/4° LONG) •• •• • • •••• • • •• • bPTIONAL LAVICIO405 • • • 8'0 EASE PANEL SLIMING • (PION - STRUCTURAL) • 1°x0.30° PERFORATIONS AT MIDSPAN FOR USE WITH REMOVABLE HANDLE D AN/OR PLASTIC KNOBS -RACK MOUNT ISOMETRIC 16/2 & 7/2 FOR ING SECTIONS 14 HEADER END CAP 1-0 113/16° 1/4" OPTIONAL O15 PLASTIC KNOB N.T.S. MIN GLASS SEPARATION SCHEDULE: POSITIVE DESIGN LOAD (PSF) SPAN MIN SEPARATION FOR INSTALLATIONS 0 -30' ABOVE GRADE MIN SEPARATION FOR INSTALLATIONS >30' ABOVE GRADE 45 8-0° 2.88° 1.13° 30 _ 8'-8° 2.88° 1.57° 65 _ 11'-0" 3.00° 2.48° 76 64)" 2.88° 1.17" 40 8'-8" 2.88" 1.00° 120 - 11'-0" 3.00° 2.97' 6' -0° 2.88° 122" 50 _ 8'-8" 2.88" 1.95° - 10' -2" 3.00' 2.80° 8-0° 2.88° 128° 80 _ 8'-8° 2.88° 2.14" _ W -2° 3.00° 2.43° 70 6' -0" - 7-11° 2.88° 2.88' 1.31° 1.92" 6'-0" 2.88' 1.35" 80 8-11° 2.88° 1.62" MIN SEPARATION FROM GLASS SCHEDULE. NOTES: 1) MINIMUM DISTANCE BETWEEN GLAZING AND STORM PANELS NOTED ABOVE APPLIES TO ALL MOUNTING CONDMONS; EXCEPT AS NOTED BELOW. 2) INTERIOR MOUNT CONDITIONS DEPICTED IN DETAILS 5/2 & 6/2 (I.e. USING PART Nos. 8, 9, 10, OR 11 TOGETHER OR WITH ANY OTHER MOUNTING CONDITION) SHALL BE MOUNTED WITH 3° MINIMUM SEPARATION FROM GLAZING. 3) FOR DESIGN LOADS & SPANS BETWEEN TABULATED VALUES USE NEXT HIGHER VALUE, OR LINEAR INTERPOLATION MAY BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER TO DETERMINE MIN SEPARATION FROM GLASS. MAX SPAN SCHEDULE DESIGN LOAD ( +) OR (-) W (pat) MAX PANEL SPAN Lmax (ft) 40 11' -0° 45 10' -8° 60 10' -2" 65 9' -8" 60 9' -2" 65 8' -6° 70 7' -11° 76 7'-4° 80 6' -11" 90 6' -1" 100 5'-6° 120 4' -7° 160 3' -5° MAX SPAN SCHEDULE NOTES : 1) SPANS SHOWN IN °MAX SPAN SCHEDULE° ABOVE ARE MAXIMUM ALLOWABLE SPANS AT EACH RESPECTIVE DESIGN PRESSURE. THIS SCHEDULE MAY BE USED FOR ALL PANELS MOUNTED WITH ANY COMBINATION OF EXTRUSIONS OR DIRECTLY TO HOST STRUCTURE. 2) TABLES ABOVE ARE VALID FOR PANELS MOUNTED HORIZONTALLY OR VERTICALLY. 3) FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD, OR LINEAR INTERPOLATION MAY BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER TO DETERMINE ALLOWABLE SPANS. Approved naeopl'tai8 with t 6 Miami Dada Br FRANK L SENNARDO, P.E 6 6E0046549 Z co wW Z �W z(7 W0 Ne CO Z E U 1 1 04 -166 -0001 PAGE SCALE:- DESCRIPTION: 4 J 2 -1/2" MIN EDGE DISTANCE • Up To INN TYPE jC8• 6' -0" CS C5 • • • Lt Wiens 00NN e2 Up To TYPE C3 8' -8" 144•x• C5 C1 Spans CONN C2 Up To TYPE C3 11' -0" C4 C5 16.0" 16.6" 16.0" 16.0" 10.91' 16.0" 166" 14.38 16.0" 7.4" 16.0" 16.0" 11.3" 16.0" 15.1" 9.3" 12.3" 59* 12.3" 10.4" 6.4" 9.7" 2.4" 6.7" 8.2" 5.0" � 'i6.D " 13.16..0" 9 " 10.4" 2.7" 16.0 "10i061 8.8" 5.4" 16.0" 5.2" 13.8 "12.7' 8.0" 8.7" 16.x'16.0" 10.3" 11.2" 16.0. 5.2" 13.8" 1 's d.!. 16.0" 5.2" 13.8" 12.7" 8.7" i.X$ X12.2" 8.0" 8.7" 1C•0" •5,2" 13.8" 121! 8, 4 16.0" 5.2" 13.8" 12.7" 8.7" 16.0" 16.0'16.0" 9.5" 16.08 12.9' 16.0" 16.0' 31.2" 16.0" 8.8" 16.0" 15.1" 11,2" 1.8.17,15.15" 11.6" 16.0" 1650" VW 16.0" is 9.11,3' 5.2" 16.0" 6.4" 16.0" 12.0" 8.9" 6,4'•4.j" 9.8" 13.8" 16•ON 7.411 16.0" 12.114 oQ " 16.0" 6.2" 16.0" 11.7" 8.7" 16.0" 7.9" 5.1" 8.4" 2.1" 5.6" 6.2" 4.0" 8.4" 2.1" 5.6" 6.2" 4.0" SS,Q'.142" 6.2" 8.7" 16 0" 6,20 16.0" 11:7M 8.7 16.0" 6.2" 16.0" 11.7" 8.7" 16.0" 16.6" 16.0" 16.0812.2" 6.1" 16.0" 166% 101,111 6.0" 8.4" 16.0" 15.3" 11.1" }16.0" 12.9" 9.0" 15.4" 4.3" 15.4" 8.9" 6.2" 12.1" 3.0" 8.4" 7.0" 4.9" 1' '1 .g" 13.7" t.0; 6.7" 16.0 13 Of V5" 16.0" 5.8" 15.5" 11.8" 8.6" 16.3'15.2" 8.8" 11.1" #6.0" 45030 15.5" 12.8" 8.E" 16.0" 5.8" 15.5" 11.8" 8.6" ;14X1.9" 6.8" 8.6" 16,0,: •5�" 15.5" 1 ,$A 8.6'216.0" 11.8" 5.8" 15.5" 11.8" 8.6" 16.0" 16.0" 16.0" 16.0" 9.68 16.0" 16.0" 12.8" 16.0" 6.6" 16.0" 14.7" 10.1" 16.0" 16.0" 14.7" la" %?1" 16.0" 14.8" 10.2" 16.0" 4.8" 13.1" 11.7" 8.0" 16.0" 16.0" 12.4" 16.0" 5.2" 15.9" 12.5" 8.6" 16.0" 4.6" 12.2" 11.4" 7.8" 16.0" 14.6" 10.0" 16.0" 4.6" 12.2" 11.4" 7.8" 16.0" 4.6" 12.2" 11.4" 7.8" 12.2" 11.4" 7.8" 16.0" 4.6" 12.2" 11.4" 7.8" 16.0" 4.6" 12.2" 11.4" 7.8" 2 -1/2" MIN EDGE DISTANCE Up To NN TYPE C3 6'-0" C4 C5 C1 Spans CONN C2 Up To TYPE C3 8' -8" C4 C5 Spans C1 CONN C2 Up To TYPE C3 11' -0" C4 C5 16.0" 16.0" 11.6" 15.5" 4.9" 15.5" 13.1" 8.1" 12.2" 3.4" 12.2" 10.3" 6.3" 16.0" 15.1" 9.3" 12.3" 3.4" 12.3" 10.4" 6.4" 9.7" 2.4" 6.7" 8.2" 5.0" 15.0" 12.7" 7.8" 10.4" 2.7" 8.1" 8.8" 5.4" 9.4" 2.3" 6.2" 8.0" 4.9" 12.1" 10.3" 6.3" 9.4" 2.3" 6.2" 8.0" 4.9" 9.4" 2.3" 6.2" 8.0" 4.9" 6.2" 8.0" 4.9" 9.4" 2.3" 6.2" 8.0" 4.9" 9.4" 2.3" 6.2" 8.0" 4.9" 16.0" 14.6" 9.5" 13.8" 4.4" 13.8" 10.1" 6.6" 10.9" 3.0" 10.9" 8.0" 5.2" 15.9" 11.6" 7.5" 11.0" 3.0" 11.0" 8.0" 5.2" 8.7" 2.2" 6.0" 6.3" 4.1" 13.4" 9.8" 6.4" 9.3" 2.4" 7.2" 6.8" 4.4" 8.4" 2.1" 5.6" 6.2" 4.0" 10.8" 7.9" 5.1" 8.4" 2.1" 5.6" 6.2" 4.0" 8.4" 2.1" 5.6" 6.2" 4.0" 5.6" 6.2" 4.0" 8.4" 2.1" 5.6" 6.2" 4.0" 8.4" 2.1" 5.6" 6.2" 4.0" 16.0" 16.0" 11.3" 16.0" 6.1" 16.0" 11.2" 7.8" 15.3" 4.2" 15.3" 8.8" 6.2" 16.0" 12.9" 9.0" 15.4" 4.3" 15.4" 8.9" 6.2" 12.1" 3.0" 8.4" 7.0" 4.9" 16.0" 10.9" 7.6" 13.0" 3.3" 10.1" 7.5" 5.3" 11.8" 2.9" 7.8" 6.8" 4.8" 15.2" 8.8" 6.1" 11.8" 2.9" 7.8" 6.8" 4.8" 11.8" 2.9" 7.8" 6.8" 4.8" 7.8" 6.8" 4.8" 11.8" 2.9" 7.8" 6.8" 4.8" 11.8" 2.9" 7.8" 6.8" 4.8" 16.0" 16.0" 13.1" 16.0" 8.1" 16.0" 12.3" 9.0" 16.0" 5.5" 16.0" 9.7" 7.1" 16.0" 14.1" 10.4" 16.0" 5.6" 16.0" 9.8" 7.2" 15.9" 4.0" 11.0" 7.7" 5.7" 16.0" 11.9" 8.8" 16.0" 4.4" 13.3" 8.3" 6.1" 15.5" 3.8" 10.2" 7.5" 5.5" 16.0" 9.6" 7.1" 15.5" 3.8" 10.2" 7.5" 5.5" 15.5" 3.8" 10.2" 7.5" 5.5" 10.2" 7.5" 5.5" 15.5" 3.8" 10.2" 7.5" 5.5" 15.5" 3.8" 10.2" 7.5" 5.5" RANK L BENNARDO, P.E. APE0046549 ANCHOR SCHEDULE NOTES: 1) SPANS AND LOADS SHOWN ARE PROVIDED FOR DETERMINING MAXIMUM ANCHOR SPACING ONLY. ALL STORM PANEL SPANS SHALL BE LIMITED AS SHOWN IN SPAN SCHEDULE. 2) ENTER ANCHOR SCHEDULE BASED ON APPROPRIATE HOST STRUCTURE MATERIAL, ANCHOR TYPE, AND CONNECTION TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO PANEL SPAN. 3) REFER TO MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPES. 4) 1/4" TAPCONS MAY BE BY ITW OR BY ELCO. °ELCO PANELMATE° ANCHORS FOR USE IN CONCRETE OR HOLLOW BLOCK MAY BE MALE, FEMALE, OR PANELMATE PLUS, AS ILLUSTRATED. FOR USE IN WOOD, "ELCO PANELMATE" ANCHORS MAY BE MALE OR FEMALE. 5) ENSURE MINIMUM 2 -1/2° EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4" IS ACCEPTABLE FOR ANCHORS TO WOOD. 6) MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 7) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 8) WHERE EXISTING STRUCTURE I5 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 9) WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (Le. 3/4° EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. 10) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 11) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ( "SIDEWALK BOLT') U.N.O. 12) * DENOTES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS AT 6° OR 12° 0.C. MAXIMUM ANCHOR SPACING SHOWN IN SCHEDULE FOR CONNECTION TYPE 'Cl' SHALL NOT BE EXCEEDED. Approval as complying alb t$• Merida We O ' O. NOM k •t rtni S Miami '• Pcaoacd '? 200 a 2 ii 1 1 04- 166 -0001 PAGE SCALE - DESCRIPTION: 4 1 ANCHOR LOAD ( 3/4" MIN EDGE DISTANCE C1 Spans CONN C2 Up To TYPE C3 6' -0" C4 C5 C1 Spans CONN C2 Up To TYPE C3 8' -8" C4 C5 C1 Spans CONN C2 Up To TYPE C3 11 -0' C4 C5 o 8 $ 1/4''X 2" THREAD PENETRATION LAG SCREW t-- EmBEO --f 39 16.0" 16.0" 16.0" 7.7" 6.7" 16.0" 8.1" 16.0" 5.3" 4.6" 16.0" 54" 16.0" 4.2" 3.6" 49 16.0" 10.4" 16.0" 6.1" 5.3" 16.0" 5.6" 16.0" 4.2" 3.7" 16.0" 4.0" 11.0" 3.3" 2.9" 58 16.0" 7.7 " 16.0" 5.2" 4. " 5 1 6.0 3 1 .4' 3. 6" 3.1" 15.6" 3.9" 10.3" 3.3" 2.8" 72 16.0" 5.5" 16.0" 4.2" 3.6" 15.6" 3.9" 10.3" 3.3" 2.8" 15.6" 3.9" 10.3" 3.3" 2.8" 130 15.6" 3.9" 10.3" 3.3" 2.8" 15.6" 3.9" 10.3" 3.3" 2.8" 15.6" 3.9" 10.3" 3.3" 2.8" #14 X 1 -1/2" THREAD PENETRATION WOOD SCREW 39 16.0 "11.1" 16.0" 8.2" 6.6" 16.0" 5.3" 16,0" 5.7" 4.5" 13.1" 3.6" 13.1" 4.5" 3.6" 49 16.0" 6.8" 16.0" 6.6" 5.2" 13.2" 3.7" 13.2" 4.5" 3.6" 10.4" 2.6" 7.2" 3.6" 2.8" 58 16.0" 5.0" 16.0" 5.5" 4.4" 11.2" 2.9" 8.7" 3.8" 3.1" 10.1" 2.5" 6.7" 3.5" 2.8" 72 13.0" 3.6" 13.0" 4.5" 3.6" 10.1" 2.5" 6.7" 3.5" 2.8" 10.1" 2.5" 6.7" 3.5" 2.8" 130 10.1" 2.5" 6.7" 3.5" 2.8" 10.1" 2.5" 6.7" 3.5" 2.8" 10.1" 2.5" 6.7" 3.5" 2.8" 1/4° X 1 -7/8° EMBED ELCO PANELMATE * 39 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 14.8" 16.0" 16.0" 12.8" 16.0" 10.1" 16.0" 12.6" 10.1" 49 16.0" 16.0" 16.0" 16.0" 14.7" 16.0" 10.3" 16.0" 12.7" 10.2" 16.0" 7.3" 16.0" 10.0" 8.0" 58 16.0" 14.1" 16.0" 15.6" 12.4" 16.0" 8.1" 16.0" 10.8" 8.6" 16.0" 7.0" 16.0" 9.8" 7.8" 72 16.0" 10.0" 16.0" 12.5" 10.0" 16.0" 7.0" 16.0" 9.8" 7.8" 16.0" 7.0" 16.0" 9.8" 7.8" 130 16.0" 7.0" 16.0" 9.8 "_ 7.8 "16.0" 7.0" 16.0" 9.8" 7.8" 16.0" 7.0" 16.0" 9.8" 7.8" ANCHOR SCHEDULE NOTES: 1) SPANS AND LOADS SHOWN ARE PROVIDED FOR DETERMINING MAXIMUM ANCHOR SPACING ONLY. ALL STORM PANEL SPANS SHALL BE LIMITED AS SHOWN IN SPAN SCHEDULE. 2) ENTER ANCHOR SCHEDULE BASED ON APPROPRIATE HOST STRUCTURE MATERIAL, ANCHOR TYPE, AND CONNECTION TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO PANEL SPAN. 3) REFER TO MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPES. 4) 1/4" TAPCONS MAY BE BY ITW OR BY ELCO. °ELCO PANELMATE° ANCHORS FOR USE IN CONCRETE OR HOLLOW BLOCK MAY BE MALE, FEMALE, OR PANELMATE PLUS, AS ILLUSTRATED. FOR USE IN WOOD, "ELCO PANELMATE" ANCHORS MAY BE MALE OR FEMALE. 5) ENSURE MINIMUM 2 -1/2° EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK. EDGE DISTANCE OF 3/4" IS ACCEPTABLE FOR ANCHORS TO WOOD. 6) MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. 7) ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 8) WHERE EXISTING STRUCTURE I5 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD. 9) WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x4 (MIN) WOOD STUD (Le. 3/4° EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. 10) ANCHOR SCHEDULE APPLIES FOR ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 11) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD ( "SIDEWALK BOLT') U.N.O. 12) * DENOTES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS AT 6° OR 12° 0.C. MAXIMUM ANCHOR SPACING SHOWN IN SCHEDULE FOR CONNECTION TYPE 'Cl' SHALL NOT BE EXCEEDED. Approval as complying alb t$• Merida We O ' O. NOM k •t rtni S Miami '• Pcaoacd '? 200 a 2 ii 1 1 04- 166 -0001 PAGE SCALE - DESCRIPTION: 4 1