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WS-08-355Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 04/24/2008 Inspector: Grande, Claudio Owner: ARMSTRONG, JUDITH Job Address: 29 102 Street NE Miami Shores, FL 33138- Project: <NONE> Contractor: XICAR CORP Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Door Replacement Block: Phone Number Parcel Number 1132060131650 Lot: Phone: (305)510 -9170 Building Department Comments installation of door 114/ Passed y Inspector Comments cc , Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Wednesday, April 23, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): raiding Roofing Owner's Name (Fee Simple t e older) JU)t 7 4 /4 � N9(-- Phone # Permit No. yy 5lJ UJ Master Permit No. Owner's Address 2 ,1J-g (2 S f, City 41///42q/ , c5 State Pt= Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 2 q Hie. /®- sf. City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name X C4-4– – Phone # Contractor's Address 1016 if.1 SW L C"t q City ( P f State r �"' Zip 'j 3 t- . Qualifier Name '9 (OOt S d'�° Phone # State Certificate or Registration Nrrri Q Ct �' q Certificate of Competency No. 3 'IO /7-o Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 120 Phone # Square / Linear Footage Of Work: Type of Work: ['Addition Alteration ['New ['; Repair/Repla [' Demolition Describe Work- , ,, ./ ',V Of 2O6(z. Ii .) * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *** * * ***** **** *** * * **** * ** ** * ***** Yr= i Submittal Fee $ Permit Fee $ / �'� CCF $ ) • 20 CO /CC Notary $ Training/Education Fee $ 0 ' 40 Technology Fee $ Scanning $ 13 0J Radon $ -DPBR Zoning $ Bond $ Code Enforcement $ Double F $ Structural Review. °' n °; ,� r -; .., Total ee Now Due $ 1 '519 (CO See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOTT.RRS, 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 co ' ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this /The foregoing ins m nt was acknowledged be e me 's day of i" ,, 20 , by Ja di aniSfrol9 , day of S , 20 / :' , b0),(71114/.5 q, who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. P - 13-0 43-cols identification and who did take an oath. Print: My Commission Expires: * : * ** * * * * * * ****** * * * *** * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) RIDA Flerida Thompson Print: Commission DD496383 Expires: JAN. 23, 2010 My Commission Expires: FLORIDA n Commission # DD496383 Bonded Thru Atlantic Bon g o., Inc. Plans Examiner Engineer Zoning MIAMI•DADE COUNTY �. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Dr. West Palm Beach, Florida 33407 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 ,vww buildinucodeonline.com SCOPE: This NOA is being issued under the applicable rules and County Product Control Division on and accepted The documentation submitted has been reviewed by Miami-Dade 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 ber than e Miami-Dade County ) reserve the Conght trol Division (In Miami Dade County) and/or the AHJ (in areas other have this product or material tested for quality assurance purposes. If this product or material fails toperform i the•acapted manner, the manufacturer will incur the expense of such testing and the AHJ may y revete•lhodify. or Append the use of such product or material within Product Control jurisdiction. BOR that this reserves the ritght to„raa�dc� this Sec Lpt�►ce,1f it is determined by Miami-Dade County • mate�'la1 fails t® meetthe requirements of the applicable building code. VI Velocity Hurricane • ed as described herein, and has been designed to comply with the High ty • • product is apprPY • • • • • 7.,d* o1 the Flkoll Suilding Code. • • • •' • • • ETScit PTICnv ' • .0.050" Solid Bertha Aluminum Storm Panels Shutter • • • • • ENT• Drawing No. 05 -078, titled " 0.050" Bertha Aluminum Storm Panel ", sheets 1 • • ARPROVAI. 5 Inc,, dated 04/2812005, last revision #1 dated 04/28/2005, • �dilg� 15 of.]S� awl 1A of 15, prepared by Tilteco, • P.E. on 09/15 /2005, bearing Miami-Dade County Product Control revision signed end see 'Totiy� W alter A. Acceptance Jr., early with the lotiee of Acceptance number and expiration date by 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 ame or state and the following statement "Miami -Dade County Product Control Approved", unless otherwise noted herein application has been filed and there has been no RENEWAL of this NOA shall be considered after a renewal ap of this product. change in the applicable building code negatively affecting the performance TERMINATION of this NOA will occur after the expiration vuse of this NOA as an endorsement of any in the materials, use, and/or manufacture of the product or proces terminate this endorsement Failure to comply product, for sales, advertising or any other purposes shall automatically with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Mi ion adf tCe NOAFl dida, and, olio it d by the expiration date may be displayed in advertising literature. If any port be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided ided to the the user Building Official. nu manufacturer or its distributors and shall be available for inspection at the job site E -1, E -2, and E 3 02 This NOA revises NOA # 03-0707.02 and above. consists of this page 1, evidence submitted pages as well as approval document m Hel Makar, P.E. The submitted docunnentatiori my A. was reviewed by 11 /I• Alitoo 6 NOA No 05- 0926.03 Expiration Date: 08/07/2008 Approval Date: 07113/2006 Page 1 Eastern Metal Supply. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96- 1203.08 A. DRAWINGS Inc., 0.050" Bertha Storm Panel, 1. Drawing Number 96 -331, Eastern Metal Supply, sheets 1 through 8 of 8, prepared by Tilteco, Inc., revision 2, dated 07/15/97 signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS Cyclic Wind Pressure Test and Uniform 1. Test report on Large Missile Impact Test, Static Air Pressure Test on 0.050" aluminum storm panels, 1022.0� 96 dated American Test Lab of South Florida, T Report signed and sealed by William R. Mehner, P.E. C. CALCULATIONS dated 10/21/96, pages 1 through 15, 1. Comparative Analysis and Anchor Analysis, P.E. prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., through 33, • • • • •. 2. •Cal Calculations for revised anchor schedule, dated Tilligt Jr., P.E. igned and sealed by • • • • • ',repaired by Tilteco, Inc., , • • ••.• • • • • D. MAigRI.%L CERTIFICATIONS • • •• • • • • 1 • MUt Certified Inspection Report of coils, dated 01/23/96, for Aluminum Alloy properties. 05052-H32 • • by Barmet Aluminum Corporation with h chemical igcloratorie Report No. CTL • • • •; 2. • •Ccrttfied Tensile Test Report by Ce• rtified • .4,84(B dated 10/31/96, for Aluminum Alloy, signed and sealed by Ramesh Patel, P.E. • • • •••••• •• • • • • • • EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #98- 0817.16 DItAW'I.NGS Panel", prepared by Tilteco, Inc., 1. Drawing No. 98-172, titled dated July 7�1998�sheets through 8 of 8, signed dated July 7, 1998, last sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. Mill Certified Test Report issued by Nichols Aluminum dated 05/28/98, with chemical composition and mechanical properties of the 3004 -H34 Aluminum Alloy panel. E -1 Helmy A. Makar, P. E. Product Control Examiner NOA No 05-0926.03 Expiration Date: 08/07/2008 Approval Date: 07/13/2006 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #00- 0602.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01- 0516.06 A. DRAWINGS 1. Drawing No. 01 -058, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 through • • "' 15 of 15, prepared by Tilteco, Inc., dated August 27, 2001, signed and sealed by Walter A. • • • •' P.E. • • •••. • • �.' TESTS • • • ". 1. :' »st reports on 1) Uniform Static Air Pressure Test, per SFBC PA 202 -94 • .• 2) Large Missile Impact Test per SFBC, PA 201 -94 • • 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 • • • • • ••••• • • " • • • ?along with marked -up drawings and installation diagram of 0.050" Solid • • • Aluminum Storm Panels Shutter, prepared by ATL of South Florida, Test Report lo. 0221.01 -01, dated 05/02/01, signed and sealed by Henry Hattem, P.E. 2.'. • Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 10/12/01, signed and sealed by Henry Hattem, P.E. 3. Addendum to ATL of South Florida, Test Report No. 0221.01 -01, dated 02/04/02, signed and sealed by Henry Hattem, P.E. • • .• • • • • • • •• •.•• • • •••• C. CALCULATIONS 1. Anchor Analysis, dated 09/10/01, pages 1 through 53, prepared by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report of coils, dated 04/24/01, for Aluminum Alloy 3004 -H34 by NA Nichols Aluminum with chemical composition and physical properties. 2. Certified Tensile Test Report by QC Metallurgical, Inc., Report No. 1CM-384, dated 03/26/01, signed and sealed by frank Grate, P.E. E -2 Helmy A. Makar, P. E. uct Control Examiner NOA No 05- 0926.03 Expiration Date: 08/07/2008 Approval Date: 07 /13/2006 Eastern Metal Supply, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03- 0707.02 A. DRAWINGS 1. Drawing No. 03 -141, titled " 0.050" Solid Bertha Aluminum Storm Panel", sheets 1 through 15 of 15, prepared by Tilteco, Inc., dated July 02, 2003, last revision #1 dated July 02, 2003, signed and sealed by Walter A. Tillit Jr., P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. E. OTHERS 1. Letter from Tilteco, Inc., dated July 03, 2003, signed and sealed by Walter A. Tillit Jr, . •. P.E., stating that the only change from the previous approved drawing # 01 -058 are • • • • • •' ,he�ger�eral notes #1 & #11 to reference the Florida Building Code and the ASCE 7 -98 • • • 6., . A NESS'. ry, DENCE SUBMITTED DRAWINGS . • • • • I. bht:vring No. 05 -073, titled " 0.030" Thick Galvanized Bertha Steel Storm Panel", sheets • • `' • 1' M gh 9 of 9, and IA of 9, prepared by Tilteco, Inc., dated 04/25/2005, last revision • • •' "UV t, d 04/25/2005 signed and sealed by Walter A. Tillit Jr., P.E. on 09/15/2005 .... 1. 7. e t r4port on Large Missile Impact Test and Cyclic Wind Pressure Test of Galvanized •••• . Steel Storm Panels, prepared by American Test Lab of South Florida, Report No. ATLSF 0616.01-05, dated September 15, 2005, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Storm panel shutter Calculations, sheets 1 through 91 by Tilteco, Inc., signed and sealed by Walter A. Tillit Jr., P.E. on 09/13/2005. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Tensile Test Report from QC Metallurgical, Inc., Job No. 51M-926, dated September 20, 2005, tested perASTM E8 -93, signed and sealed by Frank Grate, P.E. E -3 Helmy A. Maker, P. E. Product Control Examiner ,NOA No 05-0926.03 Expiration Date: 08/07/2008 Approval Date: 07/13/2006 •••••■ • 1 • • •• • • ..4 • ••• • V,. • ••• • • •.•• • • • •••••• • • • •••11•11• This property described as: Lots 15 and 16, Block 12, AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1, according t;b the Plat 1 thereof, as recorded in Plat Book 10, Page 70 of thp• Public Records of Dadt•f'unty! Florida.. •••• • • • R ;Z.: .;) • • • 411 • 0S' • • • •1 •• •••■ • tC- ('1000 I y " FVD D2 /LL HOLE ,poLe' • • `••T 2.3.4o' •s• r, 14.91' �co 1 14-1= smsrzy. n N j 'Z3.4-4)1 —• 6 'WOOD pgi c�E. $ yr, wag d: CONC. .576f 9.88t�a� .15 0 4.001 0 13.84 0 13.8(4 vi '8.35' 5 d Page 1 of 2 cc W 2 pt0d I au Cy 74.1,,x4 I � l 1)000,4-gicittidt V rd 0 0 0 b w 0 s N z u. 0 11 d .m -.35.121 51,stxto � TI 1y r, cv t to �l 'at,i�a'.It4 • Old c7f `JICle(J. C11Y... PROPERTY OF; Armstrong, Judy A., vmmmummmir Not valid unless embossed with Surveyor's Seal. 102. C c .) 55 4.01 cr sr 20' ,a hc11 }- ►v }- �i .n ' 29 N.E. 102nd Street, Miami Shores A BOUNDARY SURVEY 1 hereby certify that the survey repre• sensed hereon meets the minimum technical standards s s-lonh -by the Board of Land Surve ors pursu_ Section 472..0.Fr( 3;, Fla. , atutes, Th re are noencro �7 erla las menu/ apppeari.:46 L at •t. rJ,an a! thaw , f o,' , Fla. Reg. Land rveyor No. Bey e?i ,q. LANNES and G M je�6 C8 L.B. 12098 B L 238 ENGINEERS - LAND SURVEYORS - LAND PLANNERS Mailing address: P.O. Box 561131, Miami, Florida 33156 (305) 666 -7909 DAT 12. SCALE DRAWN BY ME- 9-24-03 "Recertified ", Names and Certified To revised and Flood Information and Zip Code added.'U 7'/ �y f'.S./'1�`"' 9 -29 -03 Names revised. aN9�a S �7 DRWG.. NO 189 -9956 152245 M I A M I.DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 N. W. 90th Street Me4ex," 331b6 .. • . • S COW: • �� Thisna is beiQg ;sad under the applicable rules and regulations governing the use of construction materials. The 4tAgmentationaubmitted has been reviewed by Miami -Dade County Product Control Division and accepted by t.o$rd of gale; end Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the .Anthoaity Havk . 1ujisdiction (AHI). • •. • • • • • • •...•• • 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.buildingcodeonline.com • • • • • .. •••• This 11OA shall net $e• valid after the expiration date stated below. The Miami Dade County Product Control Division (la Miae.:lade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have shisproductor.serial tested for quality assurance purposes. If this product or material fails to perform in the aooepted manttbr, tie manufacturer will incur the expense of such testing and the AHJ may immediately revot'mbdify, 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 net the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Ifigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "La Porte" Aluminum Outswing French Doors w/ Sidelites -Non Impact APPROVAL DOCUMENT: Drawing No. FD- 1075.2 Rev #A, titled "La Porte ", Outswing .French Door", sheets 1 through 5 of 5, prepared by the manufacturer, dated 05/05/99 and last revised on Dec 20, 2006, signed and sealed by Thomas J. Sotos, F.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None: Approved Hurricane Protection Devices Complying w/ FBC , as applicable, are required [Limitation:Maximum Design Pressure must not exceed +60 psf/ -73.3 psf in Design Load Chart in sheet L • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 06- 0926.05 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 07- 0817.16 Expiration Date: September 13,2008 Approval Date: September 13, 2007 Page 1 i Lawson Industriies, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 06- 0926.05) 1. Manufacturers die drawings and sections. 2. Drawing No. FD- 1075.2 Rev #A, titled "La Porte", Outswing French Door", sheets 1 through 5 of 5, prepared by the manufacturer, dated 05/05/99 and last revised on Dec 20, 2006, signed and sealed by Thomas J. Sotos, P.E. .. • • 1... • • • ▪ • ... • 1. • • • Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 •••• 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 • • 3) Water Resistance Test, per FBC, TAS 202 -94 • • :..• 4) Form Entry Test, per FBC 2411 3.2.1 and TAS 202-94 • • • • • • • • along.; ;t i marked -up drawings and installation diagram of aluminum outswing French door, • • • pr l Hurricane Engineering & Testing, Inc., Test Reports No. HETI -06 -4017, issued on • • • • 08-0M4 ipad revised & reissued on Dec. 11, 2006, signed & sealed by Rafael E. Droz -Seda, P. E. • • • • • 2. ..:Test reports on 1) Air Infiltration Test, per SFBC, PA 20294 • • • • • .: Slolelite tum4 --- C 33 3P/4' maxVIdth , ) 1 1 1 145 1/2' Max Unit Width MUtUon cup its. 2 per mutt. > S Pwln arwl9V&ith ( 35 1/4' ARM 1 1 t t 1 Lr"�i R a t e J n .0= 2 co =N 1_ igA § sa ga J v N Rw in cm yEa NOTE; Same anchor spatting at head & - i,, I ' •@ -r ERNATE OOPT ONS AT T / � 25 7/16' . - - 2 of s / / \t \ \\ _ ' Fiax. Clear {1J) /,'�i� {1�j^D,1�LjD Width Or • \J A .. \.t E / 44 %/ // % /f /%/ / /%/ \ \\ %/ �/ S / // . /I.: \ lk- - l /�� Active * Inactive y ` \\ Q rl. 61/2' co L 1 - , dead -bolt g ... it \\ // ' / /%/ / , . g %/. �/ \ ; 40 71 // %/. -, - Sidelite \ \\ / Sideli te O t - TAEEf�tT Mena- r ----+- 1 \ : '�` t i 5 3/4• kw 9/16 1 mt slde 1 a Ute) sits 5' 1 '4-- 1.6, ' 4 v 6 t 4 V4 5 3/4' 2 3/4'- 4 4 2' 14 1/6'' 5 /4 4 UCiR€NEWED- aG iseempt�ag with tbe acts nel> In c'41v* pant) A � M07-D8iNb "OXXO" EXTERIOR ELEVATION Esoritiouthel "LaPorte" B'EENCH OUTSBING BOOB - DESIGN LOAD MART D NOYQTAL P!AL UMME2 NUMBER DP ( PSF ) a MB AMMI H (Bids) Amos os mama ItTIOIIon Tf• / & suss • Bgeaf •. ,j +(PSP) -Ow) 16 / 68 hl 16 3/8' +60.00 -10080 18 / 68 hI 18 3/8' +60.00 -100.00 20 / 68 ht 22 3/8' +6040 -10080 26 / 68 hi 28 3/8' 76 7/8' r(5) +6080 -83.50 28 / 68 hi 30 3/8' +6080 -79.30 30 / 68 hi 34 3/8' • • • , • • +600 • -41404 30E / 68 hl 35 114' • • • 481 • -21.14 16 / 80 H 16 3/8' • • • • • • +11118IT :i40,00 • 10 / 80 ht 22 3/8' • • + •• • • • • • ••+6010 •- g6,5F• 20 / 80 N 24 3/8' +6080 -81.20 26 / 80 hi 28 3/8' 92 7/8' •(6) +60.00 -66,50 A. 28 / 80 hi 30 3/8'4 • • • • +. ae -A n 30 / 80 hl 34 3/1 7 • , • • • • +575110 • nilb 30E / 80 hi 35 Vri • • i • i •+581.00• -sae • • • • • • • • • • oPERA&E PANEL MUST MEET APPURABLE BENTS PER BUIIDINO CODE. • • Q PART THEQS MOATS # OF ANCHORS AT FRAME JAM& • SEE LIMITATIONS ••• • • • • • • • • • • • • • •• • • ••• • • • ••• • • • • • • • • • • • • • • • • •• •• 11OUBLE BOTTOM RAIL 5' 8Y 14 GENERAL NOTES- � hei 1. THIS PRODUCT iS DESIGNED AS PER 2004 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS.. 2. GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE 2004 FLORIDA BUILDING CODE. 3. 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 4 ANCHORS SHALL BE AS USTEDI SPACED AS NOTED & SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THiS APPROVAL 6, SEE NOTES 0 SHEET 4 OF 5 FOR INSTALLATION FASTENERS TYPE. 7 OPERABLE PANEL MUST MEET APPILCABLE REQUIREMENTS PER BUILDING CODE. B. HURRICANE SHUTTERS ARE REQUIRED (HVHZ). 91 ALL DIMENSIONS ARE IN INCHES. ilmoUCTIVILVISIS fbnils Aerktresseq- 111461me HILL OF MATERIALS - NON-IMPAC1 OUTSIW11TG FRENCH DOOR W/ MUM Mu # D DR11'G # P PART 3 R RM. D DO OM R RB1fAliHB 1 L L-901 L LII -098 1 1 F FRAME HEAD 6 6063 -T6 ALUMINUM 2 I IL-915 L LII -114 A AS REQ'D. F FRAME HEAD SHEAR PLATE 6 6063 -T6 ALUMINUM 3 0 0.-916 L LII -117 A AS REQ D. F FRAME LL]V SILL - 1/2' HI 6 6063 -T5 AUA41Nt04 4 L L -902 L LE-097 I I F FRAME SILL 6 6063-T5 ALUMINUM 5 L L -903 L LII -098 2 2 F FRAME JAMB / MULLION 6 6063 -T6 ALUMINUM 6 L L -904 L L1I -096 2 2 S SIDELITE JAMB ADAPTER 6 6063 -T5 ALUMINUM 7 L L -906 L LII -092 2 2 x panel P PANEL TOP & BOTTOM RABL 6 6063 -T6 ALUMINUM 8 L L -907 L LII -091 1 1 x panel H HINGE STILE / FIXED STILE 6 6063 -T6 ALUMINUM 9 L L -905 L L1I -094 1 1 x panel L LACK STILE 6 6063 -T6 ALUMINUM 20 L L -909 L LE-095 2 2 x pant W WV & BOTTOM RAIL ADAPTER 6 5 3/4• kw 9/16 1 mt slde 1 a Ute) sits 5' 1 '4-- 1.6, ' 4 v 6 t 4 V4 5 3/4' 2 3/4'- 4 4 2' 14 1/6'' 5 /4 4 UCiR€NEWED- aG iseempt�ag with tbe acts nel> In c'41v* pant) A � M07-D8iNb "OXXO" EXTERIOR ELEVATION Esoritiouthel "LaPorte" B'EENCH OUTSBING BOOB - DESIGN LOAD MART D NOYQTAL P!AL UMME2 NUMBER DP ( PSF ) a MB AMMI H (Bids) Amos os mama ItTIOIIon Tf• / & suss • Bgeaf •. ,j +(PSP) -Ow) 16 / 68 hl 16 3/8' +60.00 -10080 18 / 68 hI 18 3/8' +60.00 -100.00 20 / 68 ht 22 3/8' +6040 -10080 26 / 68 hi 28 3/8' 76 7/8' r(5) +6080 -83.50 28 / 68 hi 30 3/8' +6080 -79.30 30 / 68 hi 34 3/8' • • • , • • +600 • -41404 30E / 68 hl 35 114' • • • 481 • -21.14 16 / 80 H 16 3/8' • • • • • • +11118IT :i40,00 • 10 / 80 ht 22 3/8' • • + •• • • • • • ••+6010 •- g6,5F• 20 / 80 N 24 3/8' +6080 -81.20 26 / 80 hi 28 3/8' 92 7/8' •(6) +60.00 -66,50 A. 28 / 80 hi 30 3/8'4 • • • • +. ae -A n 30 / 80 hl 34 3/1 7 • , • • • • +575110 • nilb 30E / 80 hi 35 Vri • • i • i •+581.00• -sae • • • • • • • • • • oPERA&E PANEL MUST MEET APPURABLE BENTS PER BUIIDINO CODE. • • Q PART THEQS MOATS # OF ANCHORS AT FRAME JAM& • SEE LIMITATIONS ••• • • • • • • • • • • • • • •• • • ••• • • • ••• • • • • • • • • • • • • • • • • •• •• 11OUBLE BOTTOM RAIL 5' 8Y 14 GENERAL NOTES- � hei 1. THIS PRODUCT iS DESIGNED AS PER 2004 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS.. 2. GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE 2004 FLORIDA BUILDING CODE. 3. 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 4 ANCHORS SHALL BE AS USTEDI SPACED AS NOTED & SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THiS APPROVAL 6, SEE NOTES 0 SHEET 4 OF 5 FOR INSTALLATION FASTENERS TYPE. 7 OPERABLE PANEL MUST MEET APPILCABLE REQUIREMENTS PER BUILDING CODE. B. HURRICANE SHUTTERS ARE REQUIRED (HVHZ). 91 ALL DIMENSIONS ARE IN INCHES. ilmoUCTIVILVISIS fbnils Aerktresseq- 111461me HILL OF MATERIALS - NON-IMPAC1 OUTSIW11TG FRENCH DOOR W/ MUM Mu # D DR11'G # P PART 3 R RM. D DO OM R RB1fAliHB 1 L L-901 L LII -098 1 1 F FRAME HEAD 6 6063 -T6 ALUMINUM 2 I IL-915 L LII -114 A AS REQ'D. F FRAME HEAD SHEAR PLATE 6 6063 -T6 ALUMINUM 3 0 0.-916 L LII -117 A AS REQ D. F FRAME LL]V SILL - 1/2' HI 6 6063 -T5 AUA41Nt04 4 L L -902 L LE-097 I I F FRAME SILL 6 6063-T5 ALUMINUM 5 L L -903 L LII -098 2 2 F FRAME JAMB / MULLION 6 6063 -T6 ALUMINUM 6 L L -904 L L1I -096 2 2 S SIDELITE JAMB ADAPTER 6 6063 -T5 ALUMINUM 7 L L -906 L LII -092 2 2 x panel P PANEL TOP & BOTTOM RABL 6 6063 -T6 ALUMINUM 8 L L -907 L LII -091 1 1 x panel H HINGE STILE / FIXED STILE 6 6063 -T6 ALUMINUM 9 L L -905 L L1I -094 1 1 x panel L LACK STILE 6 6063 -T6 ALUMINUM 20 L L -909 L LE-095 2 2 x pant W WV & BOTTOM RAIL ADAPTER 6 6063 -T5 ALUMINUM II F FD -612 A • • • • • • • • • • oPERA&E PANEL MUST MEET APPURABLE BENTS PER BUIIDINO CODE. • • Q PART THEQS MOATS # OF ANCHORS AT FRAME JAM& • SEE LIMITATIONS ••• • • • • • • • • • • • • • •• • • ••• • • • ••• • • • • • • • • • • • • • • • • •• •• 11OUBLE BOTTOM RAIL 5' 8Y 14 GENERAL NOTES- � hei 1. THIS PRODUCT iS DESIGNED AS PER 2004 FLORIDA BUILDING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS.. 2. GLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF THE 2004 FLORIDA BUILDING CODE. 3. 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 4 ANCHORS SHALL BE AS USTEDI SPACED AS NOTED & SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THiS APPROVAL 6, SEE NOTES 0 SHEET 4 OF 5 FOR INSTALLATION FASTENERS TYPE. 7 OPERABLE PANEL MUST MEET APPILCABLE REQUIREMENTS PER BUILDING CODE. B. HURRICANE SHUTTERS ARE REQUIRED (HVHZ). 91 ALL DIMENSIONS ARE IN INCHES. ilmoUCTIVILVISIS fbnils Aerktresseq- 111461me HILL OF MATERIALS - NON-IMPAC1 OUTSIW11TG FRENCH DOOR W/ MUM Mu # D DR11'G # P PART 3 R RM. D DO OM R RB1fAliHB 1 L L-901 L LII -098 1 1 F FRAME HEAD 6 6063 -T6 ALUMINUM 2 I IL-915 L LII -114 A AS REQ'D. F FRAME HEAD SHEAR PLATE 6 6063 -T6 ALUMINUM 3 0 0.-916 L LII -117 A AS REQ D. F FRAME LL]V SILL - 1/2' HI 6 6063 -T5 AUA41Nt04 4 L L -902 L LE-097 I I F FRAME SILL 6 6063-T5 ALUMINUM 5 L L -903 L LII -098 2 2 F FRAME JAMB / MULLION 6 6063 -T6 ALUMINUM 6 L L -904 L L1I -096 2 2 S SIDELITE JAMB ADAPTER 6 6063 -T5 ALUMINUM 7 L L -906 L LII -092 2 2 x panel P PANEL TOP & BOTTOM RABL 6 6063 -T6 ALUMINUM 8 L L -907 L LII -091 1 1 x panel H HINGE STILE / FIXED STILE 6 6063 -T6 ALUMINUM 9 L L -905 L L1I -094 1 1 x panel L LACK STILE 6 6063 -T6 ALUMINUM 20 L L -909 L LE-095 2 2 x pant W WV & BOTTOM RAIL ADAPTER 6 6063 -T5 ALUMINUM II F FD -612 A AS REQ'D 1 1/4 ROUND ALUM. FALSE BEAD 6 6063 -T5 ALUMINUM 12 L L -1439 G Gv -005 A AS READ, G GLAZING VINYL - GG -75 T Team Plasttcs Co, *884 13 F FD -624 -2 L L -908 2 2 x panel H HINGE LEAF ASSEMBLY 6 6063 -T5 ALUMINUM 14 W WS -001 • • A AS REQ'D. B BULB VINYL VTS'P, T Team Plastics Co. *3286 15 P PWS-001 • • A AS REDD, V VTS'P. 8 TOP /DOTT. RAILS S Schlegel FS - .187'w. X .210'h. 16 P PVS-002 i if A AS REGD. V VTS'P, 8 FRAME HEAD & JAMB S Schlegel P2 - 487'w. X .330'h. 17 L L-910 1 1_11 -089 2 2 x panel S STRIKER MOUNTING PLATE 6 6063 -75 ALUMINUM 18 F FD -619 F FD -619 -1 2 2 x pant S STRIKER PLATE 6 6063 -T5 ALUMINUM 19 H HC -001 S SF -5502 2 2 D DELTA FLUSH BOLT ( (8 TIIP /BDTT. OF INACTIVE STILE) 20 H HC-050 1 1 W WO -POINT BOLT LOCK O OPTIONAL or FLUSH BOLT (Item *19> 21 F F2-621-2 H HC- 024/025 1 1 SET D DOOR LOCK / DEAD BOLT SET K KVIKSET, SCHLAGE, DEFIANT 22 • • F FD -625 -1 2 2/Panel F FLUSH BOLT GUIDE ANGLE 1 1.5'x L5'x 1.375'x 1/8' ALUM. ANGLE 23 • • F FD- 627 -1 2 2/Panel F FLUSH BOLT GUIDE ANGLE 3 3'x 3'x 1 1/2'x 1/8' ALUM. ANGLE 24 • • H HC-006, 6 6 /Jamb 1 1/2' 3M. HOLE - NYLON PLUG M MICROPLASTICS 662PP05011G14 25 • • H HC-00T 2 2/Panet 7 7/8' DIA. HOLE - NYLON PLUG M MICRCPLASTICS •6EPP087BG11 26 • • H HC-010 1 1/BOLT F FLUSH BOLT 'NYLON SILL PLUG' S SUNCOPLASTICS 27 • • • • A AS REQ'D, F FRAME INSTALLATICN SCREWS ( (SEE NOTES AT SHEET 2 OF 5) 28 I IN F FS -026. a a F FRAME ASSEMBLY SCREW * *12 X 3/4' PM-PHI. 29 • • F FS-012 A AS REQ'D. J JAMB ADAPTER SCREV * *10 X 3/4' P.14.-PHI, 30 • • H HC -004 2 2/Panel P Panel Ass'y Full Lenght Rod 3 3/8'Dio. -200 Rod, Plate, Flange Nut 31 • • F FS-011 8 81 H HINGE ATTACHMENT SCREV * *10 X 3/4' PA / PHI. 32 • • F FS-044 1 12 S SIDELITE ATTACHMENT SCREW 6 680 X 1' PH/PHIL. - (17' OC Max.) 33 F FD -931 - -631 2 2 x Fail M MULLION CLIP - 1 1/2' x 1 1/2' 6 6063-75 ALUMINUM 34 • • F FS -035 1 1 X CLIP ' 'Llr CUP SKEW 1 1/4' X 2 V2• TAPCDN 35 • • • • A AS REQ'D. 3 3/16' TEMPERED GLASS 36 • • • • A AS REQ'A F FRAME ASSEMBLY SEALANT S Schnee - Morehead SM- ** LIMITATIONS; 1). MAX. DP m +60/-79.8 PSF W/ (2) Surface Bolts (Active Panel) & (2) Surface Botts (Inactive). 2). MAX. DP = +60/ -79.0 PSF W/ (1) Two -Point Lock ( Active) & (2) Surface Bona (inactive). 3). MAX. DP = +60/ -79.$ PSF W/ Flat SIT, where water inflltratlon is not required or et overhang one. All is protected be eq iped/ Lock greater than set (item #21). 5). When using Two -Point look (item #20); Dead Bolt is not: required. 8). Two -Point lock (#20) & Flush Bdlts (#19) In Active Panel are optional. (SEE TWO -POINT LOCK 8c DEAD BOLT DETAILS 0 SHEET 2: OF 5) AmtdosolfaMa QED TO COEELY W/ 2004 FBC L WS ON (INL->t7S'1' Li1✓S. XT.4'C.) 8501 N.W. 80 ST. MEDLEY. FLORIDA 33166 PH Mo. (305) 896 -8880 IMNSIMosDRIR OP MUTT a¢maNwr WIDOWS NW MISS DOORS Amp Ciao• rm. slam LAYOUT P _ P.D. i i1af8 Drava NIF =NON EON Dar. DORM 05 -05-66 Raving AR SgtsON 15R&Z0 Data 08 -01-05 SERIES- It:PORTE' OUTSWING FRENCH DOOR - FLUSH FRAME - NON- IMPACT FRAME ELVATION, BILL OF MATERIALS, & NOTES 8eart1 f2' Part Maakra 1>\TEST LINTI taPORTE' D"�°`"a s, •r+ FD- 1075.2: ?kerb,* Leith Sidetite Petrel width 3/4" :sox. 110 7/1P Max Unit With SWIM Pond Math "•-••• 3S "•-••• '' •.1r 73 9/16' Roo Unit Vldth 4 1/2." Fox Unit vklth 2 .5. "OXO" ELEVATION Skielite 173-3 Panel Width —�I It 1 J. /1._ .ELEVATION—NOTE 145 143 1/L" Nox Unit With SEE ALTERNATE BOLT aP tat�S AT SLEET Swing Wldth �- ` Panel 35 1/4" raaw) DOUBLE BUTTt RAIL ALT c ,1/ tVIth f' a � t • co3 i 7 g -y CL 2 m iii a� R k N a. i ^ I i ..... iii ill 0 h oil it /,/ 11 n sash Ir ace u u ,/ 11 1 - i ?I 1~K.' ii i 1,1/ pOy /s .1.-. ejI/ ti / r ...II- II mss- u �-� it rs II `� CLEAR P a ..-..--a. 22 it q 7 /16" _ -__ - 1 i ii " (` £!(\ \ Ac we t \ \\ it . .li_ 10: '(T =4 \ MI,, jw' II II 1 la ii ii .5. "OXO" ELEVATION Skielite 173-3 Panel Width —�I It 1 J. /1._ .ELEVATION—NOTE 145 143 1/L" Nox Unit With SEE ALTERNATE BOLT aP tat�S AT SLEET Swing Wldth �- ` Panel 35 1/4" raaw) DOUBLE BUTTt RAIL ALT i• • • / 11 \ 11 n// `- 1 t 11111111:i T "XX" ELEVATION AT ` "OX" ELEVATION APPROVED CONtIIGURATIONS -mot •• • • • • • • • : $1 AT •Ox o :• ELEVATION 1 t 1 • 1. ALL ELEVATIONS ARE• 4 %RAT�Ht&A& REPRESENTATION VIEWED FROT4 THE EXTERIOR SIDE. 2: MAX. FRAME SIZE 145 1/2"w. X 95 3/4 "h. ( OW ). 1 QUALIFIES UNITS WITH AND WITHOUT SIDEUTES. 41 QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 5. PANELS ARE QUALIFIED �•AVAILABLE•WrPH 190�f0M Rii1L OR DOUBLE BOTTOM RAILS. 6. EXT. & INT. FALSE COLONIAL MlNN11NS•ARe P W tSILICQYE AND ARE AVAILABLE AS OPTIONAL 7. MAX. CLEAR DAYUTE OPENING: 5 7/ 6" . 83 / 6•h.)• • 8. OUT —SWING DOOR WITHOUT IN Sj Sg • • • • • • • • • ••• • • of • • • • • • • • • • • DOUBLE BOTTO RAIL INS^ 'I't0N FASS' 'FRS NOTE:: "1X BUCK" MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16" X 3 V2" Long TAPCON(*) SILL: 5/16" x 2 1/4" Long TAPCON(*) JAMB: 5/16" X 2 3/4" Long TAPCON(*) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) { *1 TAPCON BY "ELCO° OR "BUILDER." HEAD: 5/18" X 3" Long TAPCON(*) SILL: 5/16" x 2 1/4" Long TAPCON(*) JAMB: 5/16" X 2 1/4" Long TAPCON(*) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) ( *) TAPCON BY "ELCO" OR "BUILDER" N018S: er��1�� 1E�� /" •ems" •ems ,1M 8 iGIII of 5 Al 1 "X" ELEVATION —< ° a "0" ELEVATION Active Pan •tive Panel PROi ucrRRNEWED OPTIONAL BOLT + B M RAIL OPTIONAL BOLT it TOP' TG as eawplylag well Flaw Baidlog Code FLUSH BQ1 4 TWOS- -POINT LOCK LIMITATIONS: Acceptance Ne 1) MAX. DP = +80.0 / —79.8 PSF W/ (2) Surface Salta at Inactive Panel. Expiration Dam 2). MAX. DP = +80.0 / —79.8 PSF W/ 2 —Paint Lock (active) + (2) Surface Bolts at Inactive Panel. ). Two - -Point lock ( #20) de Flush Bolts (19)i in Active Panel are optional. bidden • Atb TAPCON LENGTHS "L" SPECIFIED ABE MINIMUMS ( SEE ELEVATION AT 8522? 1 of 6 FOR ANCHOR MAX. RARING AND LOCATIONS ) THOMAS J. SOTOS PROFESSIONAL ENGINEER 8Z. U # DATE- mover stymie de PRAY isfintbadle011bes La±.aaie } �Y1s PR@OUC7RENEWED as conwlyfogwith Cods Qt Merida Raidieg Aoseplance �11 Daot I .1( BF9 1 • "I` Ossfs'. Coaled Divbka itniefon.Ratoo REVISED TO COMPLY Rif 2004 FBC LAWSON (Y1L.TIE7tTS"rxxxE0 . xril C. ) 8601 N.W. 90 ST. FLORIDA 33166 PN No. �(30) 698 -8660 .YANUFAOSIVIDN �' eatu 'Y 4LUJOVtW WHOIDES AND UL84S DOORS Drawn DIP NELSON 3340 Datr Drawn Dram" grow rare Maw LAYOUT I1 Dowd Re4a rodalt Invent F.D. 'WORTS" 2016 &Mood D 14RLSD8 IRt1ZO �_� SERIES— °LOPORTE" OUTSWING FRENCH DOOR — FLUSH FRAME — NON — IMPACT Dan DOOR ELEVATIONS. & GENERAL NOTES 08 -08 Reasnow Elmer Tae l9L'i\TEST UNfl\"LaPOR1E° FD- 1075.2 c ,1/ tVIth ` 4 I a � t • co3 i 7 g -y CL 2 m iii a� R k N a. i ^ I ft 1� II IIF/ sr h1 Q 11 // it ,,4 == 1 _ -a ti: a= it if 0 g Ali A "ctiv iM / tl q \'D U s = \ ,� Q' \\ - =1: /1 II II __11 II _- Inactive n II / .s7'+�njW / //a/ it /1 / t Il ; a1 �+c/fl1___ Y/.; - 1� \\ -.iL ' I 1".If ill , A AMIE= REM i• • • / 11 \ 11 n// `- 1 t 11111111:i T "XX" ELEVATION AT ` "OX" ELEVATION APPROVED CONtIIGURATIONS -mot •• • • • • • • • : $1 AT •Ox o :• ELEVATION 1 t 1 • 1. ALL ELEVATIONS ARE• 4 %RAT�Ht&A& REPRESENTATION VIEWED FROT4 THE EXTERIOR SIDE. 2: MAX. FRAME SIZE 145 1/2"w. X 95 3/4 "h. ( OW ). 1 QUALIFIES UNITS WITH AND WITHOUT SIDEUTES. 41 QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 5. PANELS ARE QUALIFIED �•AVAILABLE•WrPH 190�f0M Rii1L OR DOUBLE BOTTOM RAILS. 6. EXT. & INT. FALSE COLONIAL MlNN11NS•ARe P W tSILICQYE AND ARE AVAILABLE AS OPTIONAL 7. MAX. CLEAR DAYUTE OPENING: 5 7/ 6" . 83 / 6•h.)• • 8. OUT —SWING DOOR WITHOUT IN Sj Sg • • • • • • • • • ••• • • of • • • • • • • • • • • DOUBLE BOTTO RAIL INS^ 'I't0N FASS' 'FRS NOTE:: "1X BUCK" MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16" X 3 V2" Long TAPCON(*) SILL: 5/16" x 2 1/4" Long TAPCON(*) JAMB: 5/16" X 2 3/4" Long TAPCON(*) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) { *1 TAPCON BY "ELCO° OR "BUILDER." HEAD: 5/18" X 3" Long TAPCON(*) SILL: 5/16" x 2 1/4" Long TAPCON(*) JAMB: 5/16" X 2 1/4" Long TAPCON(*) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) ( *) TAPCON BY "ELCO" OR "BUILDER" N018S: er��1�� 1E�� /" •ems" •ems ,1M 8 iGIII of 5 Al 1 "X" ELEVATION —< ° a "0" ELEVATION Active Pan •tive Panel PROi ucrRRNEWED OPTIONAL BOLT + B M RAIL OPTIONAL BOLT it TOP' TG as eawplylag well Flaw Baidlog Code FLUSH BQ1 4 TWOS- -POINT LOCK LIMITATIONS: Acceptance Ne 1) MAX. DP = +80.0 / —79.8 PSF W/ (2) Surface Salta at Inactive Panel. Expiration Dam 2). MAX. DP = +80.0 / —79.8 PSF W/ 2 —Paint Lock (active) + (2) Surface Bolts at Inactive Panel. ). Two - -Point lock ( #20) de Flush Bolts (19)i in Active Panel are optional. bidden • Atb TAPCON LENGTHS "L" SPECIFIED ABE MINIMUMS ( SEE ELEVATION AT 8522? 1 of 6 FOR ANCHOR MAX. RARING AND LOCATIONS ) THOMAS J. SOTOS PROFESSIONAL ENGINEER 8Z. U # DATE- mover stymie de PRAY isfintbadle011bes La±.aaie } �Y1s PR@OUC7RENEWED as conwlyfogwith Cods Qt Merida Raidieg Aoseplance �11 Daot I .1( BF9 1 • "I` Ossfs'. Coaled Divbka itniefon.Ratoo REVISED TO COMPLY Rif 2004 FBC LAWSON (Y1L.TIE7tTS"rxxxE0 . xril C. ) 8601 N.W. 90 ST. FLORIDA 33166 PN No. �(30) 698 -8660 .YANUFAOSIVIDN �' eatu 'Y 4LUJOVtW WHOIDES AND UL84S DOORS Drawn DIP NELSON 3340 Datr Drawn Dram" grow rare Maw LAYOUT I1 Dowd Re4a rodalt Invent F.D. 'WORTS" 2016 &Mood D 14RLSD8 IRt1ZO �_� SERIES— °LOPORTE" OUTSWING FRENCH DOOR — FLUSH FRAME — NON — IMPACT Dan DOOR ELEVATIONS. & GENERAL NOTES 08 -08 Reasnow Elmer Tae l9L'i\TEST UNfl\"LaPOR1E° FD- 1075.2 5/16' TAPCQN V/ 1 112' MIN EMBED. INTO 3500 PSI CONC. (TYP.) (SEE ANCHOR NOTES FOR SPACING) INTERIOR RIDS -1 k MIN EMBED (TYP.) 1 i• MIN EMBED TYP 5/168 TAAP�PCON W/ 3 1/2' MN EDGE " SEE NNDT•ES FOR SPACING TYP PI• 1/4' MAX. UNIT HEIGHT PANEL HEIGH INTERIOR SIDE SHIM TV?. 3/16' TEMPERED GLASS LOCK STILE WITH FLUSH BOLT ERED GLASS INTERIOR SIDE PRODUCT RENEWED as empty *B with the Ptetlds Ruldkg os Etottatie• Rabe 5111 Height 1 if. MIN EMBED. INTO • 3500 PSI CONC, (TYP.> 1 .' MIN EMBED. INTO 3500 PSI CONC. (TYP.) • • • • • •• • • • • • • • • •• • ••• • • • • • • • • 1 • « • • • 4, • •• • .:t 9h ••w . • • • • • • • ' :• ' '' " 1 it JON EMBED. INTO • `• Y'a'a' ; ~ ' : p '•ra, I '3500 PSI CONC. (TYP.) • 5/16' TAPCON V/ <SEE�INSTNAI NUTCS FIB SPA6aMef • • • i • • • • l • • • • • • • • •• N • 5/16' + DAPt ON W / CSEE NOMA 9ELOW FUR SPACI6 OPTIONAL — DOUBLE RAIL DMIL =MOP 836 00568 OR BIDE 5/W NOTE TAAPNCOpNgWW/ S IPLOV FOR SPACING) (e) FLAT SILL NOTE; DOORS & SIIELITES WITH THIS SILL TO BE 95 1/4' MAX FRAME HEIGHT. THIS TYPE OF SILL 1S QIMITED TO +600 & -79.3 psf DESIGN LOAD AND MUST BE USED WHERE WATER INFILTRATION IS WIT REQUIRED OR THE EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WHERE THE BOOR IS LOCATED. MYN° EMBED. INTO 3500 PSI CONC. (TYP.) ( *) OPTIONAL SILL ANCAlalgall 1. SEE ELEVATION AT SHEET 1 OF 5 • fOR ANCHOR 0.0. MAX. SPACING • AND SLOCATIONS. • 2. HEET ,22 P01.5 FOR INTALLATION DATE • ENEIRS ANCHOR W0TES: 1 FOR R ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. TY4 5 FOR INTALLATION THOMAS Z. SOTOS PROFESSIONAL �» • •• •• • ••• • • • ••• • • LOCS STILES WITH LOCK SET AND FLUSH BOLT LOCK STILES WITH LOCK BET, FLUSH BOLT AND TWO -POINT LOCH Sadden ttere REVISEO 70 COMPLY W/ 2004 F80 EDISON IMO It c4°d Bar NEt836 08./60 Bar Norm Bar limW* 08-01 -0e Bee 1/2' LAWSON 8901 N.W. 90 ST. MEDLEY, FLORIDA 33186 PH No. (308) 698 -8860 MANUFACTURER OP BUff177 ALUIOI1 111 WIPBOVS AND CUSS DOORS Bane tamr riot Clare AUa Oshosv Berkilledstr IiXOC}T r Iamb F.D. mPRT' 3 of 6 SERIES— 'LaPORTEe OUTSNING FRENCH 0008 — FLUSH FRAME — NON— IMPACT FRAME ASSEMBLY DETAILS, EXTRUSIONS, & NOTES Pa" PlAbraASSaa9LYVIES1' uNtrvLOPoRTr I FD- 1075.2 1a.teea � 5 /16'''ELCQ TAPCIIN V/ e FTSt P 1 1/E' WIETAIINY4 3500 PSI COM ITYP.) FOR SPACING) 1 1/ MIN EMBED. CTYP.) 5/16' ELCO TAPCUN V/ 1 1/2' MIN EMBED INTO 3500 PSI CONC. CTYP.) SEE A1* l NOTES FOR SPACDSD "OXX0* UNIT WIDTH EXTERIOR SIDE INTERIOR 908E ' MIN EMBED TYP • to Mel En131 MST. a 5/16' ELCU TAPCDN V/ 1 1/2' MIN ENDED. •CSEE NOTES FOR SPACING 1 I' MIn x_ DC DUCK (SEE GEM. NOTE 63) JAMB 1/4' MAX. SHIM TYP. 17'No.DC, TEMPERED GLASS b' © INTERIOR SIDE 11I' Attote Att Screw• • C•6 s e•chside of Jambs, • • 'i tDtakmerP atlelite ) • • • • ••• •• ie • • • •• SI eute Active Sldellte GONG CjYP.> •ala • • • • • e.. •y s .: .• ' 1 MIN EMBED. INTO •• • e + + " + F �.ra, 13500 PSI CON IJN • 5/16' E MIN EM PI I V/ • • L • • i • • • • • 1 1/2' MIN EMBED. (SEE NOTES BELOV FOR SPARING-14P • • • • • • • • • s•• -: • • • •• •• • • ••• • 1/4' MAX SHIM MITER:OR SIDE ' mp: UNIT WIDTH 1/4' SHIM MINNR BIDE r - I PRO 1 ' BWED gy...mldyMg wilt 4r RuidlegCade EspIrofloa D LOCK , LE MUWON INTERIOR BIDE =MR BIDE Inactive =RIOS SIDS ALTERNATE MULLION CLIP ATTACHMENT O2llLl 10 ES,: 1 FOR ANCHOR 0 AT MAX SPACING AND LOCATIONS. 2. FASTEN SHEET C 5 FOR INTALUITION DATE BSTROOR SIDE LOCK MSS WITH TWO -PODT LOCK OR FLUSH BOLT TIMIS r. WOOS PEOPESSIO ENGINEER PL LI # 88286 LOCK STILES WITH TWO -POINT LOCK OR FLUSH BOLT Didtan •t ', eeU6AellfirW CsAa �b ' freifqbass 4, hNtea.. ss habit Asstaan Note• REVISED TO COMPLY 6/ 2004 PBC LAWSON (x1.7' t r- ret.xtr S . EN-C.) 1 N.W. 90 ST. N . FLORIDA 33166 PH No. (305) 696 -8860 MANOPAC1URRR OR QUALITY ALUMThVM MOWS AND CUSS DOOMS New Chen [Part Ckoc LAYOUT Rod salvos: isart4/So44* P.D. I YaPORTr 4•t6 Drawn Sr NELSON =WO Drama 00 -06-00 Ratted Sr NELSON BROM nape ttvfaaF 08 -61-08 SERIES- "LaPORTE" OUTSWING FRENCH DOOR - FLUSH FRAME - NON - IMPACT FRAME ASSEMBLY DETAILS. EXTRUSIONS, & NOTES X1/2' Ntaaaban Part senrESl uNn\'t PORrz' rrasata• Monks" FD- 1076.2 l Iamb A 4348 {j `2i 0.078 0.058 4.066 OFRAME HEAD SHEAR PLATE #L- -915 4.500 4.500 ® FRAME LOW SILL #L -918 REFER TO DETAIL '83' AT SHEET It 3 OF 5 FOR ADDITIONAL NOTES AND LIMIITATXD1S.. .062 10 RAIL ADAPTER #L -909 r^— 1.75 OPANEL HINGE STILE #L -907 1.750 4187 .125 .656 FLUSH BOLT 23 ANGLE GUIDE #PD -827 -1 .062 .437 11 QUARTER BEAD #FD-812 .124 2.031 --�{ 17 IO NGE LTA1` #L -908 704 .045 HALF ROUND F OPTIONAL) N #L-913 483 @HINGE ASSEMBLY DETAIL #FD -824 -2 sIDanE ATTNORENT SCRIMS •3B V4 YM x 1' PRIPHLL. FRAME ASSEMBLY DETAIL 5.05 LOCK STYLE #L -905 O 7 PANEL TOP & BOTTOM FURL #L -908 101 0 GLAZING VINYL #L -1439 SILL SEALANT DETAIL "ma six woo SIDELITE ATTACHMENT DETAIL LOVER HOLE ANN REMm D � VE DEPTH tRES - TRADED ROO are' ma 12 1./t1 >; GLAZING DETAIL miw Bead KUL 1. ALL DINENSIONS SPECIFIED IN DIM& 2. 83* ELEVATION AT 88>LT 1 OF 5 30E ANCHOR 0.C. MAIL. SPACING AND LOCATIONS. 8141111ag Code Wand By OI,Prodtrc `""S'4 SiAw i i4a < 1021sI0n rtilis• OPTIONAL LYo —POINT LACK FLUSH BOLT 'e.' #HC -050 IAMB 2iDAPTER , • • • : •(C : • • •• • . • • �• • ••• • 3/1W O.D. SSAPN.EBS STEEL BOLT FLUSH BOLT 19 #HC -001 HIM 417424ENT SCIONS 431 CIO n 3/4' WN8IOL. ION E ATT SCREWS 1131 410 x 3/4' PHIPHL. DATE NFESO Y40424 BOTTOM LEFT JAMB ACCESS H®.E STILE BOTOM LEFT HAta KM LEAF TO MLR STILE ACCESS NOM COVER PANEL ASSEMBLY DETAIL EauCdaa Mop REVISED TO SLY W/ 2004 FCC LAWSON Crr rDvsstagge , X5 c,. ) N. FLORIDA 33186 PI4 No. (305) 890 -8650 J/NIRI?4aTBBSR OF QU/LMTP ALUMINUM wmao131 eND cuss BOORS moan OP =SON IOIAZ0 Ee.•xd Jp ammo nap mtatmow: Prow dam Past dear rai Canary: e..M{/X drk tltiLwr 1IBkw 14700? F.D. 1 "IAPo**r I TEST 1 6 d 8 SERIES- °LoPORTE° OUTSWING FRENCH DOOR - FLUSH FRAME - NON- IMPACT D' 0131-01-0 FRAME ASSEMBLY DETAILS. EXTRUSIONS, & NOTES 1 BarAh1/0" ••• • Port 144440004 ASSEMULYVEST 1R8i\1aPORTE° I FD- 1076.2 11amanto A MIA MM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MUM-DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 • • •} . • La p antudustoe, . • 8so.kmvi 9Oth St • • Medlej','FL 3316. • • • Sco6;• •• •• Thi9 A OA:is bei: i ed under the applicable rules and regulations governing the use of construction materials. • • The documentation snbrpitted has been reviewed by Miami -Dade County Product Control Division and accepted • by the Bird of UM 'dnd Appeals (BORA) to be used in Miami Dade County and other areas where allowed by • • the Authority Ha Miisdiction (AHJ). •• • • • This Nth :shall Dot ft valid after the expiration date stated below. The Miami -Dade County Product Control • Division tip Miamt Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have Mkt 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: Series "2 ", 3", & 4" Custom Mullions and 1" x 2", 1" x 3" and 1" x 4" Alternate Standard Aluminum Tube Mullions (Un-clipped) APPROVAL DOCUMENT: Drawing No. M96 -07, titled "Mullion Details ", sheets 1 through 2 of 2, prepared by Al Farooq Corporation, dated 7/23/96 with revision on 4/29/03, signed and sealed by Humayoun Farooq, P.E., bearing the Miami Dade County Product Control Renewal 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 Approver, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 0208.05 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 03-0430.10 Expiration Date: May 01, 2008 Approval Date: May 29, 2003 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) A. • • DRAWINGS • • • • • • • • • 1. • ManufactUrer's die drawings and sections. • . •••••. 2. • • •Drawing No. M96 -07, titled "Mullion Details", sheets 1 through 2 of 2, prepared • • • • : Jiy Al Farooq Corporation, dated 7/23/96 with revision on 4/29/03, signed and • .... • . Baled by Humayoun Farooq, P.E. • • • • • B.• .TESTS..• • . • . ••:Subs'U r NOA# 00-0208.05 • 1. • •''j' if reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 •• • • • • • • • •• • •••• • • •••• 2) Water Resistance Test, per FBC, TAS 20294 • 0ong with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FrL -1539, dated December 30,1996, signed and sealed by Gilbert Diamond, P.E C. CALCULATIONS Submitted under NOA#00 0208.05 1. Structural mullion and anchorage calculations prepared by Al- Farooq Corporation, dated 10/19/95, signed and sealed by Humayoun Farooq, P.E. D. MATERIAL CERTIFICATIONS 1. None E. STATEMENTS 1. Statement letter of conformance, dated 1/27/00, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 1/27/00, signed and sealed by Humayoun Farooq, P.E. 3. Letter from Al Farooq Corporation dated 1127/00, stating that the product has not changed since it was originally approved. F. OTHER 1. Notice of Acceptance No. 00- 0208.05, issued to Lawson Industries for their, "Series "2 ", 3 ", & 4" Custom Mullions and 1" x 2", 1" x 3" and 1" x 4" Alternate Standard Aluminum Tube Mullions (Un- clipped), approved on 5/12/00 and expiring on 5/1/03. fK-e--1-1,04te- ra-t--vr-44.47 E.1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 03- 0430.10 Expiration Date: May 01, 2008 Approval Date: May 29, 2003 .062 .312 062 .125 1:000 1 OR 2 SCREWS AT EACH SIDE OF MULLS CONNECION TO STRUCTURE WITHOUT MULLION CUP DESIGN LOAD CAPACITY - PSF t} Amt SCREW EACH SIDE B 2 SCREWS EACH SIDE (TOP &BOTTOM) 3 -i /P' 2 -1/2' USE THIS LOCATION FOR ANCHOR TYPE 'A' `WIND04Y ANCHORS ii WINDOW DIMS. ANCH0RS BEAD Sc SILL MULLIONS WIDTH HEIGHT A 8 2" 3" 4" - -' 2.000 2.DOQ li j np m 19-1/8" 28 -1/2° 37" -� J8• 38-3/8° 100.0 - 100.0 - - 100 .0 - 100.0 - - 155.0 - 100.0 - - 1 ` 19 28 -1/2" 37" 53-1/8" 50 -5 /8" 100.0 - 100.0 - - 156 �` 2° CUSTOM 8063 .078 Lt?bc^ MULLION -T8 11.11111111111.1111 TYPICAL MULLION. SERIES 7500 SH. WINDOW COMA 80.3 100.0 100.0 .125 1 TYP. - X 2 STP. I-- TUBS 68.9 100.0 83.4 62.0 100.0 58.1 = = UII- II. 19 -1/8 „ 28-1/2" 37" 53 -1/8" 89° 89.5 100.0 100.0 - - 70.2 100.0 88.1 100.0 - Y ? 57.3 100.0 61.$ 100.0 - 8083 -T5• 50.8 100.0 42.9 74.3 , 100.0 19 -1/8' 26 -1 /2" 37° 53 -1/8° 83" 77.8 100.0 83.8 100.0 - A82 .062 .125 .125 i 1.000 III illIll""*".----- 60.3 100.0 80.5 100.0 - 48.3 96.8 43.3 84.3 tOOA 31' 41.1 Ba.i 30.2 58.7 81.7 19 -1/8` 28 -1/2" 37° " 53 -1/8° 74 -t /4' 84.3 • 100.0 51.2 99.8 100.0 3000 TUBE II MULLION 3000 49.2 98.3 38.9 72.0 100.0 i ? 38.5 77.1 26.4 51,8 ;84.4 31.4 52.8 18.4 35.9 58.8 A 4, ONE ANCHOR AT EACH 8 4, TWO ANCHORS AT EACHSSIDE OF MULLION E OF MULLION I , 4 WINDOW ' WINDOW WIDTH WIDTH SERIES 7500 SINGLE HUNG WINDOW TYP. X 3 STD. ALL WINDOWS WIDER THAN 26 -1 /2' To HAVE WINDOWS FASTENERS AT CENTER OF HEAD & SILL, RECTANGULAR ALUMIN M�F IBLUDNS .156xL186 L062 3" CUSTOM FOR OTHER PERIMETER ANCHORS REFER TO WINDOW FRAME MEMBER INCLUDED IK PRODUCT APPROVAL ANCHORING C0NDm0NS VARYING FROM THOSE NOTES( OIINEEF_RINNG REVVIIEE . SUBJECT To SEPARATE THESE 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA HULLOING CODE. ALSO FOR WIND LOADS AS PER ASCE 7 -88, ASCE 7 -93, ASCE 7 -95 OR ASCE 7 -98 AS REQUIRED BY PREVAIUNG BUILDING CODE. MIL 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE DADE COUNTY REQUIREMENTS LE WIND. LOAD, WATER APPROVAL APPLIES TO TWO OR INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. MORE WINDOWS MULLED TOGETHER. a W000 BUCKS BY OTHERS. MUST 8E PROPERLY SECURED TO BLDG. STRUCTURE TO TRANSFER LOADS IMPOSED BY MUWON /GLAZING SYSTEMS. 4. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC). • 5. ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS • ARE NOT PART OF THIS APPROVAL • 8. ALL EXTRUSIONS TO 8E ALLOY 8083 -T5, WEPT AS NOTED. • • INSTRUCTIONS; USE MULUON /ANCHOR LOAD CHART AS FOLLOWS. 6063 -78 6063 -T5 8 .062 125 1�0 _ �� 1 _ • • .. • • • • • • • • • 4.990 • • • • • • • • • • • • 4. • • • • • • • • ;• �� ; �� cQY,i Yii� STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 PRODue • 2n -1 RIM jlj • • • • FOR PARTICULAR OPENING. •° F1Y818TS� the i • • S'[Ej� 'L USE MIAMI -DARE COUNTY APPROVED GLAZING PRODUCTSCode fir. OR. HUMAYOUN FAROGQ STRUCTURES ILA. PE i8SS7 E • • MEETING ABOVE LOAD REQUIREMENTS. haoee No tX • �„ - • jQ • • • USE CONNECTION TO MULLION AS PER PRODUCT Da;o = ir'J1ril • • APPROVAL. i/ ,t98� 4° CUSTOM • .125 :1 _ • 7YP. X ITiE{ • • • U8E (j .102 1062 MUL • 4• *ea ON : jl STEP 4 USING MULLION LOAD CHART DETERMINE MULLION1 CAPACITY WHICH MUST EXCEED THE DESIGN LOAD F=01 • SPECIFIED IN STEP 1 ABOVE. STEP 5 USING ANCHOR LOAD CHART SELECT ANCHOR WITH drew ng n0. `I GG 96 -`0 n 7 M • DESIGN RATING MORE THAN THE DESIGN LOADS • • SPECIFIED IN STEP 1 ABOVE. • •• _ _ sheet 1 of 2 6083 -78 • • • _ QQg�i T� • • ••• • • • ••• • HEAD & SILL ANCHORS FOR MULLED WINDOW W /OUT MULLION CLIP 3/16• TAPCONS 1-1/4• MIN. MASONRY EMBED. 2X WOOD SUCKS NOT By IAWSON INDUSTRIES MUST SUSTAIN LOADS IMPOSED 3/16° TAPCONS 1" ANN. EMBED. 1X WOOD SUCK 4° MAX. �� 1/4" MAX. zP '4Es3 al 00 7 z O rag -. N 0 to c 1/4" NAx • • •s • •• ••• • • ' • DUCro`4MULLION • is • • R••• • • • • i • • i 4 X:2 1 1`g'• ALUM TUBE •• ••• •• # 10 X 3/4° S.M.S. CO s" FROM ENDS it 24° 0.C. MAX 3 /JAMB UP TO 38 -3/8° HIGH �� _? 4 /JAMB OVER 38x3/8" *IIGH •' • • TIP ,.. s • �1 • •• • •. ••• • • • 3" CUSTOM MUUJON OR 1 X 3 X 1/8° ALUM TUBE 4° CUSTOM MULLION OR 1 X 4 X 1/8° ALUM TUBE FRAME JAMS (6063 -T5) Z 9 2003 TOTAL PROPERTIES • • • • • ,.••• p GC� IAI.° • i • • Se 1 '�fi I ®3 • • •• •• ••' ••• • TOTAL PROPERTIES IS = 2.359 INf Sx s 1.180 I■g row mg no. M96 -07 sheet 2 of • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • e • e • • • • • • VT'S—• • • •• 0 • • • • • • • • • • • • ••• •• • • •• • • • •• • • • • • • • • . • • • • • • • • • • • • • ••• •• • • • • ••e •• 51 -4° 0 co DOOR LOCATION EXISTING 3X3 STEEL TUBE GENERAL NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS 2. ASCE 7 -02 WIND CODE (146 MPH) EXP. "C" 3. FLORIDA BUILDING CODE, 2004 4. BUILDING HEIGHT : 15' 5. MIN. BUILDING WIDTH: 35' 6. GABLE ROOF APROX 18° 7. APLICABLE ZONE: 4 (INTERIOR) 8. OCCUPANCY IMPORTANCE FACTOR: 1.0 9. CONSTANT: 0.00256 10. GCPI: 0.18 11. Kd : 1.0 WINDLOAD TABLE SYM. DESCRIPTION APPROVED BY D.AIE ZONING DEPT 4/111 BLDG DEPT SUBJECT TO COMPLIANC:It [H ALL DERAL STATE AND COUNTY RULES AND REGULATIONS WINDLOAD TABLE SYM. DESCRIPTION WIDTH HEIGHT REMARKS NOA PREPSF RES 0 ALUM. OUTSWING FRENCH DOOR. 37" 80" NON IMPACT 07- 0817.16 +52.17 —56.81 0 SIDELITE 12" 63" 07- 0817.16 +54.73 —59.37 ® MULLION 80" 1 X4X1 /8" ALUM. TUBE 03- 0430.10 +52.17 —56.8; )RE ?I *(ONS Y�5r, ZHYMS ENGINEERING, INC• . .Aar 2100 W. 76th STREET, SURE 311 EB 0006024 HIALEAH. FLORIDA 33016 ROBERT MONSOUR LIC No. 11955 TEL (305) 822 -3141 29 NE 102 ST MIAMI SHORES, FLORIDA. -yam, : . D.'. 2 -24 -08 JOB Nix SHEET I I • • • • • • •••• •• • • • • • • • •. QENERAL NOTES. 1. STORM PANEL SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 E01T7ON OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED, AND FOR A D/RECT70NAUTY FACTOR Kd =0.85, IN ACCORDANCE WITH ASCE 7 -98 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.A.D. AS TESTED WERE NOT OVER STRESSED, A 339 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NV USED IN THEIR ANALYSIS. A DURATION FACTOR CD =1.60 WAS USED FOR VER /F /CATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED. IN ACCORDANCE WITH SECTION 1609.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS / 1022.01 -01, # 0221.01 AND r 0616.02 -05, AS PROTOCOLS TAS -201, TAS -202 AND TAS -203. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052 -1132 01? 3004 -H34 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 -T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL 304 01? 316 ANSI SERIES 01? CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ASTM A -307 GALVANIZED STEEL OR A /SI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. (REGULAR OR 410 S.S.) - 1/4 "0 CRETE -FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 CF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU -FAST CORPORATION. - 1/4" 0 ZAMAC NAIL/N ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4" 0 x 7/8" CALK -IN ANCHORS OR ELCO male & female "PANELMATE" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO TEXTRON, RESPECTIVELY. - 1/4" 0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: 4,1 •t?), MINIMUM EMBEDMENT INTO POURED CONCRI 1 E OF TAPCON ANCHORS 01? CRETE -FLEX SS4 IS 1 3/4';• • • • FOR C` •44 /UN ANCHORS IS 1 3/8 "; FOR ELCO PANELMATE ANCHORS IS 1 3/41 • • • • • • AND FOR CF •AP -GRIP ANCHORS 15 1 1/4". .A.2) 7/8" :414% -4 ANCHORS SHALL BE EN77RELY EMBEDDED INTO 171E POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE •P 'a1 /TTED. 1/4, 0;.Z0 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EX /ST AND 1" MINIMUM FOR WALLS WITH NO • STIJC60. • • •• • • •'4 3)r M!N/MU9 DMENT OF 1/4'0 x 3/4" ALL POINTS SOUR -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO iiaisfameNT lN4'®•3TUCC0 SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EX/STs AUW1 " MINIMUM FOR WALLS WITH NO STUCCO. • • 4.�• IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL 01? FLOOR, ANCHORS •SHAlt BE L&IIC •2'AOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & • •,$1)' ABOVE: • • •••• (8) TO EXISTING CONCRETE BLOCK WALL: - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BU/LDEX. (REGULAR 01? 410 S.S.) - 1/4" 0 CRETE -FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO TEXTRON. - 1/4" 0 CF TAP -GR /P ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU -FAST CORPORA770N. - 1/4" 0 ZAMAC NNL /N ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4" 0 x 7/8" CALK -IN ANCHORS OR ELCO male & female " PANELMATE" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO TEXTRON, RESPECTIVELY. - 1/4" 0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: 8.1) MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE, CF TAP -GRIP AND CRETE -FLEX SS4 ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 7 1/4';• 1 3/8" FOR ZAMAC NA /L /N ANCHORS. 8.2) 7/8" CALK -IN ANCHORS ,SHALL BE ENTIRELY EMBEDDED INTO 17.1E CONCRETE BLOCK UNITT, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 "0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 13.3) MINIMUM EMBEDMENT OF 1/4" or x .3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0 -20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN 8.1) AND 8.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7. , ?ANELS-MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 7 THRU 16 (SHEET 3 & 7 OF 15)- EXCEPT THAT HEADERS 2, 3 & 4 SHALL NOT BE USED. 8. 1T SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS' OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE: THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CON77NUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 11. (a) THIS PRODUCT APPROVAL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.A.D. PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIf7ED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (5.0.1?) FOR 17-15 PROJECT AND WHO WILL BE RESPONSIBLE FOR 77.1E PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENG /NEE/ TO THE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW! (e) THIS P.A.D. SHALL BEAR 77-15 DATE AND ORIGINAL SEAL AND SIGNATURE OF 711E PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 12. SHUTTER MANUFACTURERS LABEL SHALL BE PLACED ON A READILY AND V/S/BLE LOCAT7ON AT PANEL. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: EASTERN METAL SUPPLY, INC. WEST PALM BEACH, FL. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. SEP 1 6 1005 PRODUCT REVISED as complying with the Florida BetWing Code Acccpmance No Expiration Date BY biking Da Division S- • ' '.7,f5T` . oo8 rw1uct Conte! F. 8.C.(High Velocity Hurricane Zone) /1tIiINC.\ T/LLIT TESTING & ENGINEERING COMPANY 1.755 MW. 381h. St. , Ste. 305, VIRGINIA GARDENS FI. 33185 ..1,17444 ; (305)871 -15.10 • Fax : (305)871 -7531 ER- 0006719 WALTER A. 11LUT Jr. P. E. FLORIDA Lk, 44167 0.050" BERTHA ALUMINUM STORM PANEL LG. DRAWN 0Y: EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH. FL 33407 4/28/05 DATE REV. 110 OLSCRD'110N DATE REV. No DESCRIP7/ON DA78 05 -078 DRAWING No OLD 03 -141 4/28/05 3 0 SHEET 1 OF 15 • • •••••• • • • •• • • • • • • • •• 1^x125" 1. 3.875* I - 2125 " --1 0 ALUMINUM PANEL SCALE : 1/4" - 1' 0 3" ANGLE BUILD OUT BRACKET • 0 • SCALE : 3/8' • /" • • • • •• • •• •••• • • •••• • • • • pofJt 61/4" 0 S S sit/ • 7Y1>,•-1 • • 4. d 1Y a •• • •••• •• • ••• • • • ::;±.J. • °4 • • • • • .750" •• • • • • • •• ••••!• •••• • •• MINI WILL 1 "75 "x0.632" ANGLE- WITH STUD SCALE 1/2" OPTION 1 0 "F" TRACK SCALE : 3/8" = 1" ALUMINUM HALF PANEL sonz: 1/4" 1` ,18r 1.25' Max. .5004 MI* 110 — I1— .090 "1 09D" 1 1/4" MAX. B. O, "F" TRACK SCALE : 3/8" + 1" OPTION 2 2 KEY HOLE AT PANE( 10 2 "x5 "(MAX.)x1 /8" ANGLE WITH STUD SCALE: 3/8" - 1" 0 ROUND HOLE AT PANEL (OPTION TO 12) COMPONENTS 8. 3/16 " --11- Q "h" HEADER SCALE : 3/8" - 1' 0 REVERSED "F" ANGLE TRACK SCALE : 3/8" a 1" 3 /16" ALUM PLATE ,KEY HOLE WASHER 3105 -H154 Alum. ALLOY SCALE : 3/8" 0 1" (3) 5/8'0 HOLES AT TOP LINE 0 3" Max" "1!" BUILD OUT SCALE : 3/8" - 1" (8� "F" TRACK ANGLE SCALE : 3/8" 14 (2) 5/16" HOLES AT BOTTOM LINE FOR 1/4 "0 -20x 1 " S.S. MACHINE SCREW TAPCONS 12" 14" 1" 3/16 "x7 "x14" LONE WALL PLATE SCAIfr• 3 /16" - 1" SEP 1 5 2005 1,1 a .063- -1 f- -.063" ' -:094" 4® . "U" HEADED SCALE : 3 /0" - 1" 1/4" 8 TD ANGLE 60 SPACINGS SHOWN ON SECTIONS. ® STUDDED ANGI•E' 8053 -T5 Alum. ALLOY SC4L1 : 3/8" o 7' . 876" 1-.050" OR .060" -{ 093° DETAIL 1: STUD W/ DIE CAST ZINC NICKEL PLATED WINO NUT PRODUCT REVI 185 trompO.yieg VY1 t7 Nue 5Th- stdit Deft/keg Code Amnia:mix: No_05 Z6.03 Easpkatioa4 ��tL 0 _ aitoos �aat�g F.B.C.(High Velocity Hurricane Zone) /ThialNC.\ TILLJT TESTING & ENGINEERING COMPANY 5355 N.W. 367h. St St* 305, WACIVH GOWFN5. R. 33166 Phone : (305571 -1530 , Fax : (.305)871 -1531 EB-0006719 WALTER A. TILLIT Jr. P. E FLORIDA Lk:. 44167 0.050" BERTHA ALUMINUM STORM PANEL L.G. DRAWN BY :: EASTERN METAL SUPPLY, INC. 9268 WESTRCADS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE W' NO 078C8k"770N 0A1E Are. N" MORMON LNT5 05 -078 DRAWING No OLD 03 -141 4/28/05 SHEET IA OF 15 • • • • •• • • • • • • • • • • CONCRETE ANCHORS (SEE SCHEDULE) — TOP TRACK (SEE COMPIINENTS, SHEET 1A OF 15) t1• A IX.1 O O 0 O O r-r , -I T 1 r r -7 —1 r r -r , r T -r -1 r r -r -7 r r -r T r r r -r r r T T -, r r -r r r r, I 1 1 I I ! 1 I I TYP • •1 • • e • • •••• • • • •••• • • • •• • •• • • • • • • • • •• • s • • • •• •• •• • ••••• •••• • ••e• •••e• • •• • • 0 •••. 3» •1 • •• •• • 1 Min. CONCRETE ANCHORS (SEE SCHEDULE) STORM PANEL TYPICAL ELEVATION SCALE : 1 /8" = 1" Max. 1 Min. — BOTTOM TRACK (SEE COMPONENTS, SHEET 1A OF 15) SECTION A —A SCALE : 1/8" = 1" SEP 16--- PRODUCT REVISED 8f1 comp?yi7g With thn f'''l07 ra Bidding Cods A,xaepiaice ri 0 Eslpir: idea 4.100 1 ,(.rI r anti Dad — Division F.B.C.(High Velocity Hurricane Zone f IuLIEC0INc. TILLIT TESTING 4 ENGINEERING COMPANY 6.166 N.W. 3807. Si. SM. 31S. WRGIM4 Gamma ft 33166 Phone : (305}871 -1530. Pox : (X5)877 -1931 ER- 0006715 WALTER A. fluff Jr. P. E. FLORIDA Lk. /% 44167 0.050" BERTHA ALUMINUM STORM PANEL 1.G. DRAWN BY. EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE RAV NO DCRIVMCN OLD 03 -741 DATE REV. He DESE1IP170N 4/28/05 3 DINE 05 -078 DRAWING Na SHEET 2 OF 15 CONCRETE ANCHORS (SEE SCHEDULE) POURED w 1 REQUIRED \ \ \� � \ \ \ \ \ \ 1 CCCCNN Cont. Z'1 SEE SCHEDULE FOR Min. SEPARATION TO GLASS POURED- -' OCONCRETE BLOCK•%ILL ..u. • • ••/ • • • •••• •• • • • • • • (SEfi •SCHPUIE) • • • • o • • • • •• •••• CORCRETEIANCHO rr. • .. • • • • • • •• •••• • • • •.• 1,125" e • • stenQN ANCHOR • •. IN • • • • 0 Cont. POUR CONCRETE OR CONCRETE BLOCK WALL REQUIRED 7/8 "x 3/32" WING NUT EVERY STUD 012 "O. C. Cont. SECTION @ STUD WALL MOUNTING INSTALLATION SECTION 1 NOTE : DETAIL OF SECTION 0 STUD VALID ALSO FOR WALL MOUNTING INSTALLAI70N - SECTION 2 (TOP) SCALE : 3/8" - t " CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS B1 4" 0 -20 x 3/4" OLTS W/ 7/8 x 3/32 "W NC NUT 12" 0. C. POURED -' CONCRETE O OR CONCRETE BLOCK WALL 'i REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 1.000" Cont, .5825' Cont. rn a z 1 WALL MOUNTING INSTALLATION SECTION 2 SCALE : 3/8" = 1" E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHLt /5 10 & 11 OF 15) CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED \ \ \ \\ SEE SCHEDULE FOR Min. SEPARATION TO GLASS ///// POURED -' CONCRETE OR CONCRETE BLOCK WALL 41 REQUIRED C CONCRETE ANCHORS/ (SEE SCHEDULE) 1/4" 0 -20 x 3/4" BOLTS W 7/8 x .11(120 I,NG NUT 0 BUILD OUT /NST LLATION SECTION 3 SCALE : 3/8" = 1 " NOTE FOR COMBINATION OF SECTIONS : WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS _.(SEE SCHEDULE) POURED CONCRETE REQUIRED -•\ \ \ \ \\ POUREZY CONCRETE 01? CONCRETE BLOCK WALL REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO CLASS CONCRETE ANCHORS (SEE SCHEDULE) �30 Cont. ,,. I 7/8" x 3/32" WING NUT 0 EVERY STUD 0 12" 0. C. Cont. 1.126" 10 Cont. 1" Min. L 1/4" 0 -20 M. S. W/ NUT 0 12" 0. C. BUILD OUT INSTALLATION SECTION 4 SCALE : 3/8" = 1" PRODUCT REVISED es complying with the Fimehde Btailling Code Acceptt:ace Eapis e:on Da By Mionnl D Divislau F.B.C.(High Velocity Hurricane Zone) TLIICJNC.\ TILLIT'..TESTIN& & ENGINEER /N0 COMPANY 8355 NA. 38th. S & 305, VIRGINIA GARDENS, R. 33788 Phone : (3O 1 -1530. Fax • (300)871 -1531 -Ea- 0006719 WALTER A ALGA "Jr. P.'S. FLORIDA Lio. / 44167 0.050" BERTHA ALUMINUM STORM PANEL L.G. DRAWN BY: EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH. FL 33407 88•38PT10N OW 03 -141 DATE 4/28/05 AN. No J 4 DE5GWPAON j DATE 4/28/05 DATE 05 -078 DRAWING No SHEET 3 OF 15 • • • • •• • • • ••••• • • • • • •••••• CONCRETE ANCHORS \ (SEE SCHEDULE) �1 \ E _ POURED CONCRETE REQUIRED Cont. 1/4" 0 -20 S. 5. MACHINE BOLT W/ NUT & WASHER 0 12" 0. C. 1" Min. IN I" \ \ \ \ \ \ \ \ \ \\ SEE SCHEDULE FOR Min. SEPARATION TO GLOSS pV N4 1/4" 0 -20 x 3/4" BOLTS W/ 7/8 x 3/32" WING NUT 0 12" 0. C. ALTERNATE LEG LOCATION- / / / % / / / / / /// UJfBgD r-' T75&RETE BLOC* WALL • •• so', 4 • • 44 • • • • • • • • • • • CONCRETE ANCHORS' •••( SCHEDLI44•••• • •• •••• •••••• • Cont. 1" Min. Cont. Cont. q 8 A 1/4" 0 -20 S. S. MACHINE BOLT W/ NUT & WASHER ® 12" 0. C. •• • ' • ' •: BUId.Q• 'QUT INSTALLATION( •.... • — SECTION 5 SCALE : 3/8" = 1" E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS E (SEE SCHEDULE) POURED CONCRETE I REQUIRED -E\Q..-- �r -EO. \, \ \\)\\\\\\\S\\\\\\ SEE SCHEDULE FOR Min. SEPARATION TO CLASS Cont. I� _ 1.125" I F I T --"I —T Cont. 7/8" x 3/32" WING NU EVERY STUD ® 12 "O. C. / / / /7 / / / / / /Y/ 0 // / ///// POURED CONCRETE I I 1" RE CONCRETE ANCHORS E. D. 4 (SEE SCHEDULE) /- CEILING & FLOOR MOUNTING _INSTALLATION — SECTION 6 SCALE : 3/8" m 1" Ems. •'CONCRETE ANCHORS :,(SEE SCHEDULE) --E D.\ I-1 POURED CONCRETE 1 1 1 \ REQUIRED 1'-}d1 \ \\\�\ \\-1‘111>\-\\\ \\\ .\ LI-1 ALTERNATE LEG LOCATION- Cont. 1/4" 0 -20 x S/4" BOLTS 611/ 7/8" x .3/32 WING NUT 0 12" 0. C. SEE SCHEDULE FOR Min. SEPARATION TO GLASS 3/i 4" 0 -20 x 4" BOLTS W/ 7/8" x 3/32" WING NUT 0 12" 0. C. //////////// 1 4 POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8" = 1" S€E -i 5120057 CALK -IN OR ALL POINT SOLID -SET \ OR ELCO male /femo/e PANELMATE OR CF TAP -GRIP (SEE SCHEDULE) POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED -� SEE SCHEDULE FOR Min. SEPARATION TO GLASS POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 4i CALK-IN OR ALL POINT SOUD -SET OR ELCO mole /female PANELMATE OR CF TAP -GRIP (SEE SCHEDULE) WALL MOUNTING INSTALLATION (D. M.) — SECTION 8 SCALE : 3/8" = /' PR!s:DUCT REVISED as emptying with the 1orid+t fink/hag Ceuk 4p/1 Lcv rod a •r — 0 ` 2 Eli lie 1231: fJr,/ 0 :Jr .03 Zoag F.B.C.(High Velocity Hurricane Zone) /1LECNC. TILLIT TESTING & DIGINEERING COMPANY 6755 01.1#1. 360). $M. 304 AMA om.% F1. 33166 Phone : (3054871 -153.0. 4 Fax : (305)871 -1531 E8- 00.08719 > r: WALTER A. TTLLIT Jr. P. E. FLORIDA LTD.. # 44167 0.050" BERTHA ALUMINUM STORM PANEL L.G. DRAWN 8Y. EASTERN METAL SUPPLY, INC. 4288 WESTROADS DR. WEST PALM BEACH. FL 33407 4/28/05 DATE kW NO X1.1, OLD 03 -141 DATE 4/28/05 REV. Na DEsrwAnom DAR 05 -078 DRAWING No SHEET 4 OF 15 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED OAS CALK -1N OR ALL POINT S0U0 —SET OR ELCO mote /femote PANELMATE OR ELCO mole /female PANELMATE PLUS 1/40 -20 SIDEWALK BOLT OR Sri / W/1/4"0-20 TRUSSHEAD BOLT + + (SEE SCHEDULE FOR SPACING) O Cont. EXISTING' GLASS _ISEE SCHEDULE FOR Mtn. SEPARATION TO GLASS A 1/4" 0 -20 x 1" S.S.M.S. W/ 7/8" 0 x 3/32" WING NUT 0 12" O. C. • 11,0T1 o .000/6RETE • OR CONCRETE' • • B LOCK WALL .RE'QtitRED ft, • • • • •• • ••• •• • •• • e • • • •• •• • •�S 40NCR'E7f' ANCHORS•• • (Sit•SCHEDQIE)• • • • •••• • • • • •••• Cont. WALL MO NTING INSTALLATION SECTION 9 SCALE : 3/8" = 1" E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHUTS 10 & 11 OF 15) NOTE FOR COMBINATION OF SECTIONS : WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, POURED CONCRETE REQUIRED CALK —/N OR ALL POINT SOLID —SET OR ELCO mate /femola PANELMATE OR ELCO mote / /femote PANELMATE PLUS ��/ 1W/1/4 0-20 iR S7 OR . (SEE SCHEDULE FOR SPACING) JSEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4" 0 -20 x 1" S.S.M.S. W/ 7/8" 0 x 3/32" WING NUT ® 12" O. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) .375" Cont. WALL MOUNTING INSTALLATION SECTION 10 SCALE : 3/8" = 1 " + + SIDE WALK BOLTS ARE 3/4 0x3 /32"THICK HEAD MACHINE SCREW W /LENGTH AS PER NOTES A.2 & B.2 (SHEET 1) TRUSS HEAD BOLTS ARE 1/2 0x1 /B"TH/CK HEAD MACHINE SCREW W/LENGTH AS PER NOTES A.2 & B.2 (SHEET 1) POURED CONCRETE REQUIRED FE:== 7/8"0 x 3/32" WING NUTS ® 12" 0.C. POURED CONCRETE 01? CONCRETE 14 BLOCK WALL REQUIRED SEE SCHEDULE FOR Min. SEPAR4T10N TO GLASS J 7 1 7/8" 0 x 3/32" 1 WING NUT 0 EVERY 57110 0 12 "O. C. —1 CONCRETE ANCHORS (SEE SCHEDULE) Cont. WALL MOUNTING INSTALLATION SECTION 11 SCALE : 3/8" = 1" CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED \ \ \ \ \ \ \ \\ E. D. \ \\\\\\ — 7�- 1f \' \ LI \ T\ \ \ \\ ry� 1 SEE SCHEDULE FOR Min. SEPARATION JTO GLASS 7/8" 0 x 3/32" WING NUT 0 EVERY STUD ffi 12" O. C. 0 Cont. L ALTERNATE LEG LOCATION Cont. /2-);1/- 2 )// //1 /// / / / / / / / / / /Ili //1 j --EDGE of L SLAB IF APPLICABLE 1 1 POURED 1 Li. / 1 1 CONCRETE 1 1 Li REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 1-- E.D. --1 CEILING do FLOOR MOUNTING INSTALLATION SECTION •1 �PRO®UCT REVISED as CO F93 p yiag with the Hai& l317ac:ing Ccde Acc.c.v,2:ace No D Exa:iref om Date 0 SCALE : 3/8" = 1" . 03 c't Cu OM F.B.C.(High Velocity Hurricane Zone) ILTE C O INC. TILLIT TESTING & ENGINEERING COMPANY 8355 N.W. 36th. St, SIR .105, NRGINDI GARDENS. ,'7. 33168 Phat.: 1105j871 -1330. Fax 7 (305)871 -1531 EB- 00067!9 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. # 44167 0.050" BERTHA ALUMINUM STORM PANEL LC. DRAWN 8Y: EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, FL 33407 xo Dasanrtror DATA' NV. No OSR`RR71DM DA 4/28/05 DATE 05 -078 DRAWING No OLD 03 -141 4/28/05 3 2 s SHEET 5 OF 15 • • • • • • • • • • • •••••• • • • • • :4 n•. 1 0" MEV. PENETRATION TO • CONCRETE BLOCK & 2" TO CONCRETE . -- 2" MAX POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • •• • • • •. • • II II 3 1/2" / / AX EX/ST?NG BRICK VEENER 1/4"0x8" ELCO mole PANELMATE TVAS ANCHORS (SEE SCHEDULE FOR SPACING). LEXISTING STEEL ANGLE LINTEL AS APPLICABLE SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1 •f!• • t • • '•. • • • • • •• • e • • • • •• • i•• • • • 1•• • • . ••. •• • 0 •7•f/c MIN., • RR•NEBtATTON 10 . C•O EZ• BLOCK • • Pe CONCRETE •. .0•. • • 1JCISTTNG BRICK SILL 1/4" 0 -20 x 3/4" BOLTS W/ 7/8 "0x 3/32" WING NUT 12" O. C. C eV/0Y A - re- A 0 0 Cont. EXISTING FLASHING AS APPLICABLE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2" Max. • 3 1/2 " --1 Max. EXISTING BRICK VEENER 1/4 "0x8" ELCO mole PANELMATE TVAS ANCHORS (SLR' SCHEDULE FOR SPACING). BUILD OUT INSTALLATION SECTION 13 SCALE : 3/8" = 1" Cont. E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) NOTE FOR COMB /NATION OF SECTIONS WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED Cont. EXIST NG-A SEE SCHEDULE FOR SEPARATION TO CLASS 1/4" 0 -20 x r" S.S.M.S. W/ 7/8" 0 x 3/32" WING (VUT0 12 "O. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) .375" Cont. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED Cont. EXISTING - j GLASS _I SEE SCHEDULE FOR I Min. SEPARATION TO CLASS 1 DETAIL 2/7 `V'9 T 1/4" 0 -20 x 1" S.S.M.S. W/ WIG 0 x 3/32" WING NUT 0 12" 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) .375" Cont. SECTION 14A SECTION 149 WALL MOUNTING INSTALLATIONS SECTIONS 14 SCALE : 3/8" = 1" INSTALLATIONS VALID FOR PANELS 0 USED JOINTLY WITH INTERIORLY REMOVABLE PANELS 0 INTERIORLY REMOVABLE PANEL IOW/ SIDEWALK .BOLTS„ £E DETAIL 2) TED TO 1 THRU 5/8 "0 ® 6" 0.0 & FASTENED 7/8 "0x3/32" WING NUT 0 EVERY SIDEWALK BOLT. CONND HOLES AT AT REAR W tRODUCT riEVESEICI Its coelsp':,yiag with the MTh:se Buid.iLT,g ome Ac pPy;.:tiv talo 0 •o3 Zoog By F.B.C.(High Velocity Hurricane Zone) /1i1iINC.\ TILLIT TESTING & ENGINEERING COMPANY ems N.W. 38M. S% Ste. XS, HA MA GARDENS; fA .4198 Phone : (.7053871 -1830 . Fox : (305)87I -1511 EH-000671S WALTER A. TILLIT Jr. P. E FLORIDA Lk. •/ 44167 P;j b 2005 0.050" BERTHA ALUMINUM STORM PANEL LC. DRAWN BY: EASTERN METAL SUPPLY, INC. 42$8 WESTROAOS OR. WEST PALM BEACH, FL 33407 4/28/05 DATE REV. N8 DaSes•7pN DAIS op: No aLSDR,wnav DAIS 05 -078 DRAWING No OLD 63 -141 4/28/05 4 4 SHEET 6 OF 15 • • • • • • • • • ••••• • • • • • • • CONCRETE ANCHORS (SEE SCHEDULE )\ POURED CONCRETE 1 REQUIRED -- EQ. -rr- E Q. tt i elf�j} C ry� SEE SCHEDULE FOR Min. SEPARATION I" ro GLASS • •• • • • • •• • • • • • • • rr1t Cont. Cont. 7/8" 0 x 3/32" WING NUT EVERY STUD 0 12" 0. C. / i / ////2./ Af.4///1/1/////////// EDGE OF f�// i�DD CONCRETE • • 111 � 7". —SLAB 1F •RE4�S0 • • i ( // APPL /CABLE •• • CONCRE4S ANCHORS 1 E. D. (SE!,SkwitiLE •• • • • • • •• • •s • • • • • • •• •••• • • •••• 7/8" 0 x 3/32• WING NUT 0 8" O, C. CONCRETE ANCHORS E. D. (SEE SCHEDULE )\ri REQUIRED D ONCRETE Q.. -1 \\\t\(\\\\\ _ EQ. -^ \ 1 n II .1 of i� ISEE SCHEDULE FOR i Min. SEPARATION TO GLASS \\11 Cont. 7/8" 0 x 3/32" WING NUT 0 EVERY STUD 0 12 "0. C. ConL 4 POURED CONCRETE --f I REQUIRED CONCRETE ANCHORS (SEE SCHEDULE ) :SeiTION 15A SECTION 158 CEILING & FLOO MOUNTING INSTALLATIONS SECTIONS 15 SCALE ; 3/8" - 1" .7875" 1/4"-20x1" S.S. SIDEWALK BOLTS, W4" SLOTTED HEAD, FIXED IORLY REMOVABLE PANEL THRU KEY HOLE' ® 6" 0.C. w/ 1/4 " -20 N AT REAR. co .1875' 050" 1/4" HOLE ® 6" O.C. DETAIL 2 - INSTALLATION OF Veld. SIDEWALK BOLTS 0 REMOVABLE PANEL SCAM, 1. 1. EDGE OF / IF APPLICABLE E. D. INTERIORLY REMOVABLE PANEL W/ SIDEWALK BOLTS„ EE DET L 2) CONN D TO 1 THRU 5/8 "0 HOLES AT 11 ' 8" 0.0 & FASTENED AT REAR W 7/8 "0x3 /32" WING NUT 0 EVERY SIDEWALK BOLT, -.CONCRETE ANCHORS (SEES; SCHEDULE ) 'POURED CONCRETE REQUIRED SEE SCHEDULE FOR -- Min. SEPARATION — TO GLASS 1 ()Cont. 7/8" 0 x 3/32" WING NUT 0 EVERY STUD ® 12" O. C. Cont. L ALTERNATE LEG LOCATION I1 u /// / / / / // // //. / 11 / POURED CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE) E.D.-1 CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE REQUIRED SEE SCHEDULE FOR I-- Min. SEPARATION II TO GLASS J E:D. --E0. -T-I- EQ. -- 7/8" 0 x 3/32" WING NUT e9 EVERY STUD 88 12" 0. 0, Cont. I EDGE OF ALTERNATE LEG In —SLAB IF t LOCATION APPLICABLE II ECTION 16A I 1 POURED u CONCRETE REQUIRED SECTION 16B Cont. L1• CONCRETE ANCHORS 71, (SEE SCHEDULE) -- / I CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 16 SCALE : 3/8" = 1' REMOVABLE INSTALLATIONS VALID FOR PANELS () USED . JOINTLY WITH INTERIORLY REMOVABLE PANELS Q PANEL E D. > EDGE DISTANCE (SEE SCHEDULE ON SHEET 10 & 11 OF 15) NOTE FOR COMBINA77ON OF SECTIONS : FLOOR /CEILING MOONING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, SEP-I..b --2oo5 .. INTERIORLY REMOVABLE PANEL 0 V/ - SIDEWALK BOLTS EE DETAIL 2) CONN TED TO 7 THRU 5/8 "0 HOLES AT 11 0 6" 0.0 & FASTENED AT REAR W 7/8 "0x3 /32" WING NUT A} EVERY SIDEWALK BOLT. PRODUCT' REVISED 413 etorapblag with the Florida Bnist1N Code A!sx ont i N Expk of AFd By l�s�erd Dads zad Con 93io�daa /1Tt1ic.\ TmLLIT TESTING & ENGINEERING COMPANY 6355 MW. 36th. 54" Sea 305, MINA GARDENS A. 33166 Phone : (305)07t -1530. Fax : (105)871 -1531 EB- 0006719 WALTER A. 17LLIT ✓r. P. E. FLORIDA Lia ,� 44167 F.B.C.(High Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL L.G. DRAWN BY EASTERN METAL SUPPLY, INC. 4268 WESTROADS OR. WEST PALM BEACH, FL 33407 4/28/05 DATE RZK NO DOCRIP7IO1 6415 RRV. Its DUatIntax 0475 05 -078 DRAWING No OLD 03 -141 4/28/05 4 SHEET 7 OF 15 • • • • • • • • • ••••• • • • • • •• • 00 • • • • 60 •••• • • •••• • 1200• • • • •• • 12S • • • • • 410 • .• • • • •• •••• • • •••• • •• • • • • • • • • • • •• •• • • •••• • • •••• • • •• • • • • • 1/4" Max . GAP IATSV—F\--A 0 (WHOLE) SECTION 8-8 SCALE : 1/8" = 1" (WHOLES) BUT NOTCHED E4 CORNER BOTTOM AS SHOWN. 1/4" Max. GAP r. 148/6, 15,168/7 1/4"--20x1" S. S. SIDEWALK BOLTS. SEE DETAILS 2/7, 2/15. • 1• 14A/6, 15,16A/7 3" Max. 1 Min. 148/6, 15,168/7 CONCRETE ANCHORS (SEE SCHEDULE) 14A/6, 15,16A/7 3" Max. 1 Min. INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1/8" = 1" INTERIORLY REMOVABLE PANEL OW/ SIDEWALK BOLTS (SEE DETAILS 2/7, 2/14) CONNECTED TO () THRU 5/8 "0 HOLES AT0 6 "0.C& FASTENED AT REAR W/7/8 "0x3/32" WING NUT 0 EVERY SIDEWALK BOLT. SEp_... 20t15 - - - -.. PRODUCE' REVISED er..c1:93 ' ii deo Florida Ba4d:4,7 C e Aecs @ =dceare Ne.O a A.3 DaiS1111 s�.trsrlf 03tl Zidegle F.S.C.(High Velocity Hurricane Zone) /1tEZINC.\ TJLLIT TESTING * ENGINEERING COMPANY 6155 PO/. J6fh. St, Ste. 305, VIRDINLA GARDENS, F1. 3.1166 Phen t (305)87! -7510. Fox ; (.W5)871 -15.11 El- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic. 1 44167 0.050" BERTHA ALUMINUM STORM PANEL L.G. DRAWN BY: EASTERN METAL SUPPLY, INC. 4288 WESTROADS DR. WEST PALM BEACH, FL 33407 4/78/05 DATE MY. Na DESCRIPI•N DATE AIY. No OESCAA714N DATE 05 -078 DRAWING No OLD 03 -141 4/29/05 2 4 SHEET 8 OF 15 • • • • • • • • • • • • • • • • POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 12" 0. C. 2" x 4" x .125" 3105 -1114 OR 6063 -T6 ALLOY Cont. Alum. ANGLE • •• • • • • •• • • • •••• • • • • • •• • •• • • • • • • • • CASE A (Plan) SCALE: 1/4" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ®0R� • •• •• ••••- —_ —� • • 2" Max. 1/4" 0 BOLT 24" 0. C. W /JACKNUT CASE 8 (Plan) SCALE: 1/4" = 1 " 2" x 3" x .09J" 3105 11-14 01? 6063 -T6 ALLOY .font. Alum. ANGLE WITH ANCHORS 0 12" 0. C. OR O OR OR /CR/OR 0 OR OR@ 4" x 4" x .072" 3105 -1114 OR 6063 -7 6 ALLOY Cont. Alum. ANGLE HALF PANEL 1/4" GAP MAXIMUM DESIGN PRESSURE RATING _"W" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE 1.00- 0" 1.000" CASE D (Plan) SCALE: 1/4" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 12 "0. C. --.� 2.500" MIn. 2.500" Min. 1.000 2 "x2 "x.055 "TO 2`x5 "x.055" Cont. Alum. ANGLE OR .080" 3105 -11154 SHEET METAL Alum. BENT PLATE END CLOSURES D TAILS POURED CONCRETE 01? CONCRETE BLOCK WALL REQUIRED tiEP "` ALTERNATE LEG LOCATION MAXIMUM DESIGN PRESSURE RATING W (p.s.f.) Max. PANEL LENGTH L (ft.) (SEE S£CT10NS) MINIMUM SEPARATION TO MASS APPLICABLE TO SECTIONS # & ANY COMB/NATION OF THE.4 +65.0, -77.0 8' -0" OR LESS 2 1/4" 1 THRU 8 +65.0, - 77.0 9' -0" OR LESS 3 11/16" 1 THRU 8 +65.0, -72.0 9' -O" OR LESS 3 1/2" 11 +62.0, -73.3 10' -0" OR LESS 3 7/8" 2, 6, 7 & 8 +63.5, -63.5 9' -0" OR LESS 3 1/2" 9, 14, 10 +65.0, -65.0 9' -0" OR LESS 3 1/2" 12, 15, 16 +63.5, -63.5 9' -0" OR LESS 3 3/4" 13 CASE C (P /an) SCALE: 1/4" = 1" 7' UUVCT REVISED as emnp!ying with the Florida E417diag Gas. €;^ ACreFe3t:.00 NO 09-- EAVia gle aeau Y Patea.1 Da, Diviskm F.B.C.(High Velocity Hurricane Zone) IllririA IL EC 0 !tic. TILLIT TESTING & ENGINEERING COMPANY 8.155 N.W. 36M. St. Ste. 305, MINA GARDENS, f1. .13155 Phmm : p055871 -1630 . Fox : (305)877 -1531 ER- 0006719 WALTER A. mar Jr. P. E. FLORIDA Lk, # 44167 0.050" BERTHA ALUMINUM STORM PANEL G. DRAWN BY: EASTERN METAL SUPPLY, INC. 4268 WESTROAOS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE 6EV NO AZOCROVON DATE REV. Ni 5ESCRO1ION DATE 05 -078 DRAWING No OLD 03 -141 4/28/05 2 SHEET 9 OF 15 N/A 6" N/A • r /A 11 /A • ••6° •47/2" •• • N/A • ••N/A ••• • • N/A 6" MAXIMUM DESIGN PRESSURE RATING "ip'" (p.s.f.) AND CORRESPONDING'MAX1MW( ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE. BLOCK STRUCTUrRE5 . +moo :dvdel .MAXIMUM DESIGN LOAD 11' & t) REOULAR TAPOONS 10 CONCRETE 7O MASONRY 8" 12" CRETE -FLEX SS4 MAXIMUM ANCHORS SPACING FOR E A - J t/2" • &me AMKW CALK -& SOLID -SET OF TAP -LAP PAN8AIA7ES PANEz4 417: PLUS 4/0 ££ TAPCON 10 CONCRETE TO MASONRY 10 CONCRETE 10 MS0M Y TO CONCRETE TO MASONRY TO CONCRETE' l0 MASONRY TOCONCREIE 10 MASONRY 70 CONCRETE 10 MASONRY TO CONCRETE TO MASONRY 1n CONCRETE TO MASONRY N/A 4' N/A 8° N/A N/A N/A 10" 7 1/2" 12° 9" N/A 12" N/A N/A 12° N/A 12' 6" N/A N/A S° N/A 7° 3 1/2" N/A 11" 11' N/A N/A N/A N/A 10" N/A 12" N/A 10° 7 1/2' 12" 9" N/A N/A N/A N/A 12" N/A 17" 72' 8' 11" N/A 11" 12° N/A 12" 6" N/A N/A N/A N/A 70` N/A 12" 10" 7 7/2' 12° N/A N/A 9" N/A N/A N/A 12" N/A 72" 8" 11" 11" N/A 11' 12' N/A 12" 6" N/A N/A N/A N/A 10" N/A 12' 10° 7 1/2' 12" N/A 9" N/A N/A N/A N/A 12" N/A 12' 8' 72" N/A 72" 6" 8 1/2" 8 1/2" 835, -63.5 7 1/2" N/A • •• • • • • •• •••• • • •••• • •••• • • • •• • •• • • • • • •• • •• • • • • • •• •••• • • •••• 12' N/A N/A N/A N/A 10" N/A 12" N/A 10" 7 1/2" 12" 9" N/A N/A N/A N/A 12' 12" N/A 8' 11" 11" 11' 11" N/A 11" N/A 11" N/A N/A N/A N/A N/A 12" 12' 11 1/2" N/A N/A N/A N/A N/A 5 1/2" 5 7/2" 5" N/A N/A N/A N/A N/A 7 1/2' 7 1/2" 7" 12" N/A N/A N/A 6' N/A 10 1/2" 10 1/2" 12" N/A N/A N/A 12" 8 1/2' 8 1/2' 7" 12" N/A N/A N/A 6" 11 1/2° 111/2" 10 1/2' 6' N/A N/A N/A 6' N/A : N/A N/A 12" 7 1/2" N/A N/A N/A N/A 12" 7 1/2" N/A N/A N/A N/A 12" 7 1/2" N/A N/A N/A N/A N/A N/A N/A APPLICABLE 10 SECAINS 1 R ANY COMBINATION OF THEM 1 (TOP) 1 (BOTTOM) 2 (TOP) 2 (80T7 ) 3 (TOP) 3 (BOTTOM) MAXIMUM PANEL LENGA{ Z' (7L) N/A N/A N/A N/A 12" 7 1/2" N/A N/A N/A N/4 N/A 12" 7 1/2° N/A 11' 11" 10" 12" N/A . N/A N/A 12" 9 1/2" 9 1/2" 8 1/2° N/4 N/A N/A N/A N/A N/A N/A 12" N/A 12° N/A • N /,;• 121 • • 12••• 121•• ••• 11 7/2• 8 1/<i • N /A• . • 11 1/2" B 1/2" N/A N/A N/A 6° N/A 6" 5 1/2" 12" 12" N/A 12" N/A N/A 72" 12" 12" 12" 12" 12" 12" 3 1/2" 12" 12" 4 1/2" 465.0, -65.0 6" 6" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 12" N/A N/A N/A 12" 9" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/4 N/A /1/4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 8" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 12" 12' 12" 12" N/A N/A 12° 12" 12" 12' 7 7/2" 12" 7 1/2" N/A 12" 7 1/2° 3" 6' N/A 9' 6" 9" N/A N/A N/A 9" 6 1/2° N/A N/A N/A N/A N/A N/A N/A N/A N/4 N/A N/A N/A N/A 12" N/A N/A N/A N/A N/A N/A N/A 10 1/2' N/A N/A N/A N/A N/A 11 /4 12" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 6" 4 1/2° 4 1/2" 4' N/A 6" 6" 6' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A I4 /A 6" N/A N/A N/A N/A N/A N/A N/4 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 12° 12" 12" 12° 12° 12" 12" 12' 12' 11 1/2' 12' 11 1/2° 3" 12" 11 1/2" 4° • N/A 17" 6" 10" 11' 6" N/A 11" 8° N/A N/4 N/A N/A N/A N/A N/A N/A N/A 12" 12" 12" 12" N/A N/A 12" 12" 12" 12° 11" 12" 11" 3" 12" 17' 4" 6" 6' 8" 6" N/A N/A N/A 7 1/2" 6" 7 1/2' 14 /A N/A N/A 7 1/2" 5 1/2" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 12' N/A 12" N/A N/A 12" 12" 72' 72" 9 1/2° 12' 9 1/2" 3" 12" 9 1/2° 4" N/A N/A N/A 7 1/2" N/A 7 1/2" N/A N/A N/A 7 1/2" 5 1/2' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 4 (TOP) 4 (BOTTOM) 5 (TOP) 5 (BOTTOM) 6 (TOP) 6 (BOTTOM) 7 (TOP /BOTTOM) 9'-0° OR LESS 8 (TOP /BOTTOM) 9 (TOP) 9 (BOTTOM) 11 (TOP /BOTTOM) 10 (BOTTOM) 13 (TOP) 13 (BOTTOM) 14 (TOP) 14,4 (8,0TTOM) 148 (BOTTOM) 12 (TOP) 12 (BOTTOM) 15 (TOP) 15A (BOTTOM) 15B (BOTTOM) 16 (TOP) 16A (BOTTOM) 168 (BOTTOM) 2 (TOP) 2 (BOTTOM) N/A N/A N/A N/A 6" 6" 6° 6" N/A N/A N/A 6° N/A 9 1/2' 9 1/2' 12" N/A 14/A N/A 12" 6" 6• 6" 6' N/A At /A N/A 6" 5 1/2" 5 1/2" 4 1/2" 6" N/A N/A N/A 6" N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 6 (TOP) 6 (BOTTOM) 7 (TOP /BOTTOM) 8 (TOP/BOTTOM) 9' -0" TO 10' -0 ° * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2"; REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE. Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2") FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN M NIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR REGULAR TAPCON, 410 S.S. TAPCON, CRETE -FLEX S54, ZAMAC NAIUNG, PANELMATE OR PANELMATE PLUS. CALK-!N SOLID -SET CF TAP-GRIP 3° .86 .75 .78 7.00 2 1/2" .71 .50 - .80 2° .50 - - - E. D. = EDGE DISTANCE ANCHORS LEGEND ANCHOR TYPE AN MH. CHOR SPACING REGULAR TAPCON, 410 S.S. TAPCON, CRETE -FLEX 554, ZAMAC NAILING, CF TAP -GRIP, PANELMATE OR PANELMATE PLUS 3.0" CALK -/N 2.5" 1 SOLID -SET 3.5' PRODUCT lREV SED T r:yrt rs31a the Iilodai9 6 e. ➢. t3i 11.41. 0 iris, °LOQ9° lea F.B.0 "(High Velocity Hurricane Zone) !I/tENC.\ T/LLIT TESTING & ENGINEERING COMPANY 8.153 KW. 3&N. St, Ste. .05, VIRGINIA GARDENS, FL 331861 Pans : (30871 -1530 . Fax I (305)871 -1831 ES- 0006719 WALTER A. I1LUT Jr. P. E. FLORIDA Lic. / 44167 SEP - 5- 005. 0.050" BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PAW BEACH, FL 33407 L. G. DRAWN 8Y. 4/28/05 DATE RA NO DESCRONIGN DAN UK Na 1 OLD 03 -141 4/28/05 3 2 — — 4 DOVRIPTION VAX 05 -078 DRAWING No SHEET 10 OF 15 .:mlLyaSii'� MAXIMUM DESIGN PRESSURE RATING "W'" (D.s►.f.) AND CORRESPONDING MAXIMUM' ANCHOR y" 4 . I4 *t)i+ / l t 4.1 4 4 M 4 . kV • 41.00 0 4 t.: ,v "AO, ' `Xii ,r't. +• * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ; REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE.' Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2") FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. MAXIM! DESIGN 0. LOAD W (p af.) REGULAR TAPCON, 410 S.S. TAPCON, CRETE -FLEX SS4, ZAMAC NAILING, PANELMATE OR PANELMATE PLUS. MAXIMUM ANCHORS SPACING FOR E. D... 3 I /2" * APPLICABLE TO NAXIMULI PANEL LENGTH "L' (ft.) REGULAR TAPCONS CRE71r -F1�7f SS4 ZAMAC M4ILJN CALX -!N SOLID -SET CF TAP -GRIP PANELM 1ES PANELMME PLUS 410 SS TAPCON =IONS I & TO CONCRETE M MASONRY 70 CONCRETE 70 MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONP.RETEVO MASONRY TO CONCRETE 70 MASONRY 1O CONCRETE M MASONRY TO CONCRETE TO MASONRY ANY COMBINATION OF Mal 1.65.0, -77.0 • • • 6" N/A N/A N/A J" N/A 6" N/A N/A N/A 3 1/2" N/A 2 1/2" N/A N/A N/A N/A N/A 1 (TOP) 12" 5" N/A N/A 10" 6" 12" 7 1/2" N/A N/A 12" 6" 9 1/2" 9 1/2" N/A N/A N/A N/A 1 (BOTTOM) 12" N/A N/A N/A 10" . N/A 12" N/A N/A N/A 12" I N/A 9 1/2" N/A N/A N/A N/A N/A 2 (TOP) 12" 5° N/A N/A 10" 6" 12" 7 1/2" N/A N/A 12" 6 1/2" 9 1/2" 9" N/A N/A N/A N/A 2 (BOTTOM) 9' -0" OR LESS 12" N/A N/A N/A 10" N/A 12" N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 3 (TOP) 12" 5" N/A N/A 8" 6° 12" 7 1/2" N/A N/A 12° 6 1/2" 9 1/2" 9" N/A N/A N/A N/A 3 (BOTTOM) 12" N/A N/A N/A 10" N/A 12" N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 4 (TOP) 12" 5" N/A N/A 8" 6" 12" 7 1/2" N/A N/A 12° 6 1/2" 9 1/2" 9" N/A N/A N/A N/A 4 (BOTTOM) 12° N/A N/A N/A 8" N/A 12° N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 5 (TOP) 12" 4 1/2" N/A N/A 7" 5" 12" 6" N/A N/A 10" 5" 7 1/2" 7 1/2" N/A N/A N/A N/A 5 (BOTTOM) 7" N/A N/A 1 N/A 4 1/2" N/A 6" N/A N/A N/A 7" N/4 5" N/A N/A N/A N/A N/A 6 (TOP) 7" N/A N/A N/A 4 7/2" N/A 6" N/A 9" N/A 7" N/A 5" N/A N/A N/A N/A N/A 6 (BOTTOM) 6" N/A N/A N/A 4" N/A 5 1/2" N/A 9" N/A 6" N/A 4 1/2" N/A N/A N/A N/A N/A 7 (TOP /BOTTOM) N/A N/A N/A N/A N/A N/A 12" 6" 12" 12" 12" 6" 6" 6" N/A N/A N/A N/A 8 (TOP /BOTTOM) • • • • •• 49, -72.0 • •••• 6 1/2" ■ Se N/A 12" N/A N/A N/A 6" N/A 9 1/2" N/A N/A N/A 9° N/A 9" N/A 7 1/2" N/A 7 (TOP/BOTTOM) 9' -O" OR LESS . •A/A : N/A N/A N/A N/A N/A 12" 6" 12" 12" N/A N/A 12" 6" 12" 8" N/A N/A 11 (TOP) : ;2" : 5 1/2" 12" 10 1/2" N/A N/A 12" 8" 12" 12" N/A N/A 12" 9 1/2" 12" 6 1/2" 12" 7" 11 (BOTTOM) •••• 1 • • • 45" • • • N/A N/A N/A 6" _ N/A 6" N/A 12" 12" 6" N/A 6" N/A N/A N/A N/A N/A 2 (TOP ) 9' -0" 70 10'-0" • • • • • 111141•• 5" N/A N/A 6" 5 1/2" 6" 6" N/A N/A 6" 6" 6" 6" N/A N/A N/A N/A 2 (BOTTOM) • • • • • • ff• • • N/A N/A N/A 4" N/A 6" N/A N/A N/A 6" N/A 5" N/A N/A N/A N/A N/A 6 (TOP) •• 612.0, -73,3 ••:1#•• N/A N/A N/A 4" N/A 6" N/A 8" N/A 6" N/A 5" N/A N/A N/A N/A N/A 6 (BOTTOM) i • • • • 6• • N/A N/A N/A 5" N/A 6" N/A 8" N/A 5 1/2" N/A 4" N/A N/A N/A N/A N/A 7 (TOP /BOTTOM) • • • • • • •l? /A : N/A N/A N/A N/A N/A 6" 6" 12" 12" 6" 6" 6" 6" N/A N/A N/A N/A 8 (TOP /610770M) N/A N/A N/A N/A N/A N/A N/A N/A 12" 12" N/A N/A N/A N/A N/A N/A N/A N/A 1 (BOTTOM) 10 (TOP) 11 (TOP /BOTTOM) * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ; REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE.' Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2") FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACTUAL E. D. FACTOR REGULAR TAPCON, 410 S.S. TAPCON, CRETE -FLEX SS4, ZAMAC NAILING, PANELMATE OR PANELMATE PLUS. CALK -1N SOLID -SET CF TAP -GRIP 3" .86 .75 .78 1.00 2 1/2" .71 .50 - .80 2" .50 - - - ANCHORS LEGENQ ANCHOR TYPE Min, ANCHOR SPACING 3.0" REGULAR TAPCON, 410 S.S. TAPCON, CRETE -FLEX SS4, ZAMAC NAILING, CF TAP -GRIP, PANELMATE OR PANELMATE PLUS. CALK -!N 2.5" SOLID -SET 5.5" E. D. EDGE DISTANCE PRODUCT /MIMED es com p. ".1- sig O'dith Ole Florida Aiivini F.B.C.(High Velocity Hurricane Zone) /1irEZlN\ C. TILLTT TESTING * ENGINEERING COMPANY 6355 PAW. 36th. SL Ste, 306, KRCINIA Wain Pl. 33168 Phone • (3051871 -1630 , Pint : (305)871 -1531 ER- 0006719 WALTER A. ALUT Jr. P. E. FLORIDA Uc. / 44167 0.050" BERTHA ALUMINUM STORM PANEL L.G. DRAWN RY,� EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE gsv,1,w DE$cR8 l61J DATE RLV. No OLD 03 -141 4/28/05 3 f MSCEP710N 05 -078 DRAWING No SHEET 17 OF 15 • •• • • • • •• • ••• • • •••• • ••• • • • • •• • •• • • • • • •• • •• • • • • • •• •••• • • •••• 1/4" 0 LAG SCREWS 0 6" O. C. W/ 1 1/2" Mln. THREADED PENETRATION TO EXISTING WOOD HEADER. ALTERNATIVE 1 7/8" 0 x 3/32 WING NUT eA EVERY STUD 0 12" 0. C Ezi Cont. 1/4" 0 LAG SCREWS O 6 "0.C. W/11/2" Min. THREADED PENETRATION • MIDNIDIH OF PLATE ••• 0 ALTERNATIVE 2 SEE SCHEDIAE FOR Mtn. TO 1/4"0-20 S.S. BOLTS W/ 7 /8 "0I x 3/32" WING NUT dA 12" O. C. Cont. 1/4" 0 LAC SCREWS 0 8" 0. C. W/ 1 1/2" Min. THREADED PENETRATION MIDWIDTH OF PLATE. ALTERNATIVE 3 1/4" 0 LAG SCREWS 0 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. wsp)..L; WOOD HEADER REQUIRED SEE SCHEDULE FOR Min. SEPARATION rD cuss Cont. ALTERNATIVE 5 1/4"0-20 S.S. BOLTS W/ 7 /8"e x 3/32" WING NUT 0 12 "0, C. 1 4" 0 LAG SCREWS O 6" 0. C W/ 1 1/2" Min. THREADED PENETRATION • M/OWIDTH OF PLATE ALTERNATIVE 6 NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY /NSTALLAT7ON. 1/4 "'0 LAG SCREWS 0 .6" O. C. W/ 1 1/2" Min. THREADED PENETRATION 70 EXISTING W000 HEADER. Cont. 1/4" 0 -20 5 S. BOL1S 12" 0. C. W/ NUT & WASHER 1" WOOD HEADER REQUIRED SEE SCHEDULE FOR --- Min. SEPARATION TO GLASS ALTERNATIVE WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : A f 4." 4 1" .433" O. D. x .634" LONG BRASS BUSHING W/ 1/4" 0 -20 x 2" S. S. S. M. S. ® 72" 0. C. FOR SPANS UP TO 5' -9" AND 0 6" 0. C. FOR SPANS UP TO 9'-0" Max. OR 1/4° 0 -20 ELCO male /female PANELMATE 0 12" O. C. W/ 1 7/8" Min. PENETRATION FOR SPAN UP TO 9' —O ". WOOD HEADER REQUIRED SEE SCHEDULE FOR Mtn. SEPARATION ro GLASS O MIDWIDTH OF PLATE 433" 0. D. x 634" LONG BRASS BUSHING W/ 1/40 0 -20 x 2" S. S.5 M. .S. 0 12" 0. C. FOR SPANS UP TO 5' -9" AND 0 6" 0. C. FOR SPANS UP TO 9'—O" Max. OR 1/4" 0 -20 ELCO male female PANELMATE s 12" O. C. W/ t 7/80 Min. PENETRATION FOR SPANS UP TO 9' -0 ". ALTERNATIVE 8 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9`-0; EXCEPT AS NOTED. 2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE Na. 2, SURFACED DRY WITH 19 Z M. M. C. W/ SPECIFIC DENSITY OF 0.55, 3. FOR NEW WOOD FRAME CONSTRUC170N: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. PRODUCT REVISED as cossenlyt ;;; vvIa'a the noddy std Y:r,ac� /dr: OS- • 2, .s i1' Goa Die• BY F.B.C.(High Velocity Hurricane Zone) /1i1i'O INC. TILZIT TESTING & ENGINEERING COMPANY 635514.W. Stn. St Ste. 305,- WRODQIA CAROSNS, N .13166 • ;Phone n(30s3871- 1581'. Fex : (305)571 -1531 E8— ODD6719 'WAVER A. TRAIT Jr. P. E: FLORIDA Lic. J 441.67 0.050" BERTHA ALUMINUM STORM PANEL L.G. DRAWN BY: EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH. FL 33407 4/28/05 DATE AM RD DdSCED4pN OLD 03 -141 DATE 4/28/0.5 5605 NC DSnAe7JON DATE 05 -075 DRAWING No SHEET 12 OF 15 • •• • • • • • • •• • • •••• • • •••• • • • • • • • • •• • • • ••••• •• • • • • • • • •• • • • •• • • • •• • • •• • •••• • • •••• WOOD TRUSSES OR RAFTER 0 24" Q. C. REQUIRED --1 "x 4 "x 1/8" Mtn. (6063 -13) Alum. TUBE W/ 0b (3) 5 /16" 0 x 4" LAC SCREWS TO EACH JOIST. LOCATE SCREW AT MJDW/D7H OF EXISTING WOOD MEMBER (2" Mtn. NOMINAL WIDTH) W/ 2 1/2" Min, THREADED PENETRATION. ip 14 x 3/4" S. S. S. M. S. ®6° 0. C. I M E SCHEDULE FOR In. SEPARATION TO GLASS Cont. t7/8"� x 3/32 WING NUT EVERY STUD 012 "O. C. ALTERNATIVE 9A Cont. • •0 • • • 2° x 6" WOOD DECK REQUIRED (NO LLLOWED) see 1/4 "0 LAG SCREWS • •0 4" a.c. W/ 1 f //2 Min. • • • • THREADED PENETRATION. • • s ERNAT/VE 9 WOOD TRUSSES OR RAFTER 0 24' 0. C. REQUIRED 14 x 3/4 S. S. M. S. X76 "O.C. SEE seams FOR MM. SEPARATION A 0 x 4" x 1 /8" Min. (6063 —T5) Alum. TUBE W/ (3) 5/16" 0 x 4" LAG SCREWS 7D EACH JOIST. LOCATE SCREW AT M /DWID7H OF EXISTING WOOD MEMBER (2" MM. NOMINAL WIDTH) W/ 2 1/2" Min. THREADED PENETRATION. ALTERNATIVE 10 Y1 4 " 0 -20 x //4" BOLTS w, 7/8"0 x 3/32" WING NUT 0 12" 0. C. 2" x 6" WOOD DECK REQUIRED (NO KNISH ALLOWED) Cont. 7/4 *0 L.40 SCREWS 0 4" o.c. W/ 1 1/2 Min. THREADED PENETRATION. ALTERNATIVE 11 CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 1 /4" = 1" NOTE FOR COMBINATION OF SECTIONS: WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/40 -20£S BOLTS W/ 7/8 "0 x 3/32" WING NUT 0' 12 "0. C. 1 4" 0 LAG CREWS 0 6" O. C. W/ 1 1/2" Min. THREADED PENETRATION 6r M/DWIDTH OF PLATE ALTERNATIVE 12 * * VALID FOR Max. +63.5, —63.5 psf. 7/8" 0 x 3/32" WING NUT 0 EVE RY STUD ra C Cont. 1/4" 0 LAG SCREWS ® 6" 0. C. w/ 1 1/2" Min. THREADED PENETRATION 0 M/DWIDTH OF PLATE. ALTERNATIVE 14 WALL MOUNTING INSTALLATION SCALE : 1/4" = 1" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, —72.0 psf AND PANEL'S LENGTHS UP TO 9' -0', EXCEPT AS NOTED. 2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED 01?Y WITH 19 2' M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 2005 PRODUCT RE ISP.D 61.9 t:qm i,,froro gusts! Lthe Florida Bui7th 1 Co4c, F.B.C.(High Velocity Hurricane Zone) / IL ECO me. \ TILLIT TESTING & ENGINEERING COMPANY 8359 N.W. 36th. St. Ste. JOB, VMRC1NA OARDF.NS ft .L7 /66 Phone : (308)871- 19.70. Fox : (305)971 -1537 EB- 0006719 WALTER A. 17LLIT Jr. P. E. FLORIDA Lic. / 44167 0.050" BERTHA ALUMINUM STORM PANEL LC. DRAWN Sr EASTERN METAL SUPPLY, INC. 4268 W£STROADS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE RtV. ND IISDCRIMON RAW MY. ft arc 05 -078 DRAWING No OLD 03 -141 4/28/03 SHEET 13 OF 15 1/4 "10 SS LAG SCREW 0 4° o.C. W/ 1 1/2° Min THREADED PENETRATION 4° x 8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. f SEE SCHEDULE FOR Min, SEPARATION TO GLASS ALTERNATIVE 15 7/8 °0 x 3/32 �— WING NUT EVERY STUD • •• 12 "O, .C. • • • 1.1) ' Ai. Wal IE LEG • LOCATION T- �► • • • �, t, 125 11�• • • 2". . • WOOD DEM R£QUW{@ED (NO FINISH AL W62) • • 4041 •••• • • •••• 14/4 0•Sg. LAG SCREW 0 4 j/ " o.c. W/ 1 1/2" Mtn. ET PENETRATION AL•t ieNATIVE 16 * CEILING 8f _fL9OR MOUNTING INSTALLATIONS SCALE : 1/4" = 1" WOOD HEADER REQUIRED 1 7/8" Min, PENETRATION 2° [-May, EXISTING BRICK VEENER I I II II II 1 JJ I I I 1 /4 "0xB" ELCO male PANELMATE TVAS ANCHORS 0 6 1/2" 0.0..W/ 1 1/2" Min. THREADED PENETRATION INTO WOOD HEADER. EXISTING STEEL ANGLE LINTEL AS APPLICABLE SEE' SCHEDULE FOR Min. SEPARATION TO GLASS 6" 2"x4" WOOD PLATE EXISTING BRICK SILL F 0 z 1 7/8" Min. PENETRATION EXISTING 2" x 4" STUDS 16" 0.C. Max. REQD ExIsTAV NG AS APPLICABLE 1/4"0x8" ELCO male PANELMAT£ 1VAS ANCHORS 0 4 1/2" 0.C. TO EXISTING PLYWOOD NOTE FOR COMBINATION OF SECTIONS: WALL /FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLA77ON. EXISTING Mtn, 1/2" PLYWOOD REO'D (TYP) W/ FASTENING TO STUDS AS PER SECTION 2909 OF THE SOUTH FL. BUILDING CODE: ALTERNATIVE 17 * * VALID FOR Max. +63.5, —63.5 psf. SCont. EXISTING BRICK SILL BV/ILP -OUT INSTALLATION SCALE : 1/4" = 1" 1/4" LAG SCREWS 0 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION 70 EXISTING WOOD HEADER. CLANG WOOD HEADER 11 REQUIRE} S£E SCHEDULE FOR Min. SEPARATION TO GLASS :375° a. BOLTS W/ 7/810 x 3/32” WING NUT 0 12" 0. C. 1/4" 0 LAG SCREWS ® 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION MIDWIDTH OF PLATE. ALTERNATIVE 18A * 1/4" 0 -20 x 3(4" BOLTS W/ 7/8 x PRODUCT REVISED 3/32" WINO NUT ® 12" 0. C. 8� aoasnh�ias 6Le ➢ iaedsl Bolding Cods Aeci enzo No 0 5-- Eapit kdon GDoto o WWI „ „e 1,J I .03 l spa, Division Co final INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -65.0 psf AND PANEL'S LENGTHS UP TO 9' -0; EXCEPT AS NOTED. 2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 9 M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 1/4" LAC SCREWS 0 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION 70 EXISTING WOOD HEADER. 4 WOOD HEADER REQUIRED SEE SCHEDULE FOR Min. SEPARATION TD GLASS ��j JDETAIL 2/15 GLASS Cant. 1/40 -20 S.S. BOLTS W/ 7/810 x 3/32" WING NUT 0 12" O. C. Cont _1375 1/4" 0 x 3" LAG SCREWS 0 6" 0. C. W/ 1 27/32" Min. PENETRATION MIDWIDTH OF PLATE. INTERIORLY REMOVABLE PANEL (1} W/ SIDEWALK BOLTS SEE 0 AIL 2) CONN TED TO 1 771RU 5/8 "0 HOLES AT 6" 0.0 & FASTENED AT REAR W 7/8 "0x3/32" WING NUT ALTERNATIVE 188 *' SIDEWALK BOLT. WALL MOUNTING INSTALLATION$ SL`CTION/S 1$ * VALID FQR Max. +63.5, —63.5 psf. SCALE : 1/4° = 1" INSTALLATIONS VALID FOR PAN LS {) USED JOINTLY WITH INTERIORLY REMOVABLE PANELS() F.B.C.(High Velocity Hurricane Zone) SETT- 20135 /iit1iINc. \ TILLIT TESTING do ENGINEERING COMPANY 8355 N.W. 38th, St, 'Ste. 303, MRCINIA GARDEN$ FL 33168 Phase (3031°71 -1530 . Fart (305)871 -1531 ER- 0006719 96v..w WALTER A. T7LUT Jr. P. E. FLORIDA tic. ' 44767 0.050" BERTHA ALUMINUM STORM PANEL L.C. DRAW BY: EASTERN METAL SUPPLY, INC. 4268 WESTROADS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE tuff OLD 03 -741 4/26/05 2 Aix. N" 4 D36051.f06 DATE 05 -078 DRAWING No SHEET 14 OF 15 1/40 S.S. LAG SCREW o.c. W/1 1/2" MIN. THREADED PENETR477ON 1/4'0 S.S. LAG SCREW 4" o.c. W/1 1/2" AWN. 171'READED PENETRATION 4" x 8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLA170N. ( 1-f' ) Cont. SEE SCHEDULE FOR Min. giisSTIVG SEPARATION TO GLASS 7/8" 0 x 3/32" WING NUT EVERY STUD 12 "0. C • • • • • • • •• •• • • •• ••• • • • • • • •• • 1,4�Ob hAG SCR9NS r 4:' o. Wj1 1fr MIN. THREAtZD PENETRATION • •• • • • • • •• •••• • • •••• 7/8" 0 x 3/32" WINO NUT 8✓ 6" O. C. • 2 "x 8" WOOD DECK REQUIRED {- ALTERNATNELY, .TRACK {l Atli" BE A4TTACHED TO HOLLOW CEILING AS PER - DETAIL--S SHOWN ON ALTERNATIVE 9A, SHEET 13 OF 15. Cant. SEE SCHEDULE FOR Min. SEPARATION TO GLASS DETAIL 2 7/8" 0 x 3/32" WING NUT EVERY STUD 81 12" 0. C. Cont. 1.125' 1/40 LAG SCREWS 2" o.c. W/1 1/2" MIN. THREADED PENETRATION 2 "x 6" WOOD DECK REQUIRED 1/4 "0 S.S. LAG SCREW OP 4" o.c. W/1 1/2" AWN. THREADED PENETRATION Et'AiyNo INTERIORLY REMOVABLE PANEL IOW/ SIDEWALK BOLTS ,(SEE DETAIL 2) TED TO 1 THRU 5/8 "0 1/4'0 LAG SCREWS ei 4 1/2" o.c. 49 6" 0.0 & FASTENED 7/8 "01x3/32" WING NUT EVERY SIDEWALK BOLT. CONN HOLES AT AT REAR W. AW 'i'tIAT /VE 19A ALTERNATIVE 198 CEILING & FLOOB MOUNTING INSTALLATIONS SECTIONS 19 SCALE : 1/4" a 1" .1875" 1/4"- 20x1" SS. SIDEWALK BOLTS, W/3/4" SLOTTED HEAD, FIXED 0 INTERIORLY REMOV PANEL { 1 THRU KEY HOLE 8" D.C. W/1/4 " -20 NUT REAR REMOVABLE PANEL .18750 .050" HOLE ® 50 O.C. DETAIL 2 — INSTALLATION OF 1/4x1" SIDEWALK BOLTS • REMOVABLE PAWL SCALE: 1" 1" 1/4 "0 S.S. LAG SCREW - 0) 4" o.c. W/7 1/2" MIN. THREADED PENETRATION • x 8" (Min.) EXISTING :WOOD BEAM REQUIRED. - STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. r \ + ) Cont. Cont. SEE SCHEDULE FOR Min. SEPARATION TO GLASS SEE SCHEDULE FOR Min. SEPARATION TO GLASS DETAIL 2 7/8" 0 x 3/32" WING NUT EVERY STUD 49 12" O. C. NOTE FOR COMBINA770N OF SECTIONS: FLOOR /CEILING MOUN77NG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. W/1 1/2" MIN. THREADED PENETRATION ALTERNATIVE 20A 2" x 6' WOOD DECK REQUIRED Cont. ALTERNATE LEG LOCATION 7/8'0 x3/32" g WING NUT EVERY STUD ® 12 "0. C. .1 INTERIORLY REMOVABLE PANEL{J7 W/ SIDEWALK BOLTS (LSEE DETAIL 2) GONNE TED TO 7 7701J 5/8 "0 HOLES AT 11 ® 60 0.0 & FASTENED AT REAR W 7/8 "0x3/32" WING NUT 0 EVERY SIDEWALK BOLT. 2 "x 6" WOOD DECK REQUIRED 1/40 LAG SCREWS 0) 2" o.c. W/1 1/2" MIN. THREADED PENETRATION ALTERNATIVE 208 CEILING & FLOOR MOUNTIlla 1N3'J'ALLATION$ SECTIONS 20 SCALE : 1/4" = 10 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -65.0 psf AND PANEL'S LENGTHS UP TO 9'--0" 2. NEW 2" x 6" P. T. TO BE SOUTHERN PINE No. 2, SURFACED DRY WITH 19 X M. M. C. W/ SPECIFIC DENSITY OF 0.55. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS. TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. SEP 1 b-- -- PRODUCT RED r�8 comPiSi"li wigi the Rooth Raiding 0.Nl4? Aceegoamv, IsJe0S Expiration DZIV lay MI wog Division F.B.C. (High Velocity Hurricane Zone) /iitiico1.\ T&L /T TESTING & ,ENGINEERING COMPANY 8355 tow SOUL SL Ste. 30S 1!!x44' GARDENS, 33188 Phones vf.309i871 -1530. Fox P05)871-155t • E8 400671G .s1YALTER A. <.T7LUT Jr. P. 6. FLORIDA: tic. , 44787 0.050" BERTHA ALUMINUM STORM PANEL L.G. DRAWN 8Y: EASTERN METAL SUPPLY, INC. 4288 WESTROADS DR. WEST PALM BEACH, FL 33407 4/28/05 DATE stv. No ¥5C11P1/0N DAZE 9EY. N" DATE 05 -078 DRAWING No OLD 03 -141 4/28/05 3 D SHEET 15 OF 15