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705 NE 92 St (12)BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle) Building] Electrical Owner's Name (Fee Simple Titleholder) A/2 Owner's Address 7O City nip41V 1 "J 1 State ��--/ Tenant/Lessee Name L. 6 r c " �• Job Address (where the work is being done) 51,1 City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO *� Contractor's Company Name /1,1 L.1_441 Srl Contractor's Address `t City AN 441 4 1 I State Qualifier Ij 1_.1-441M Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ❑A ition Alteration Describe Work: /. -.' 'o .) hirj atio ✓ 5roii+ Submittal Fee $ Permit Fee $ Notary $ // Training/Education Fee $ Scanning $ 6 �C5 Radon $ Code Enforcement $ Total Fee Now Due $ ' J - 03 (Continued on opposite side) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 * * * * * * * * * * * * * * * * * * * * * *, Structural PI Plurhb%inn 2 AYAtv5viti--__zugartt' 30-� , 3 5 4 ?-- ? Y k MIAMI SHORES VILLAGE 7 - Li Ls" BUILDING DEPARTMENT r 305- 795 -2204 c VBuilding Ins Request ln- Dater - . 1 u Type i nsp'n r� v��� y u d 'y Permit No. �6 "may' oi��j �. ,��-o ���' b��,;.�� .•� v Name Address Company S Phone # Inspection Date Correction Re- Insp'n Fee Permit No. i)F05 — 72,( -) Permit No. Zip 3 3/3 g Phone # 70r— 7 7 chanical Roofing Zip u Y + - - ' - c ) ; L) 5 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of m,nencement must be posted at the job site for the first inspection w h occurs seven (7) days after the building permit is •issue In the absence of such posted notice, the inspection will not be a and a reinspection fee will be charged. Signature � dir , Signa ' Chc 12/15/03 Owner or Agent The foregoing instrument was acknowledged before me this ' day of 1144IZ , 20..} , by who is personally known to me or who has produced My Commission Expires: APPLICATION APPROVED BY: As identification and who did take an oath. RAFAEL MORALES MY COMMISSION I DD 33341 EXPIRES: July 15, 2008 l „Q o IwM.d Pw au* Way S men ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * ** (Certificate of Competency Holder) State Certificate or Registration No. Certificate of Competency No. *************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Contractor The foregoing instrument was acknowledged before me this day of / -1/ , 20 BS, by j4), GL,' 'q ° C'L.rOzi, who is personally known to me or who has produced 56 ,t)4 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires / • FACIAL NO TARY SEAL L ut::Z7 LER +i * COMMISSION NUMBER N. ¢ DUO 9 4? MY COMMISSION EXPIRES F OF F\ ,O MAR. 42006 , , *.,4,** ** * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Building Permit Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Permit Number: BP2005 -726 Printed: 6/7/2005 Applicant: HENRY DONALDSON Owner: DONALDSON HENRY JOB ADDRESS: 705 NE 92 ST Contractor WILLARD SHUTTERS Local Phone: 305 - 633 -0162 Parcel # 1132060141561 Contractor's Address: 4420 NW 35 COURT, Page 1 of 1 Legal Description: 5 6 53 42 MIAMI SHORES SEC 3 PB 10 -37 PARTS OF LOTS 22 -23 BEG 25FTE OF Fees: Description Amount FEE2005 -7378 Building Fee $410.00 FEE2005 -7379 CCF $7.20 FEE2005 -7380 Training and Education Fee $2.40 FEE2005 -7381 Technology Fee $10.25 FEE2005 -7382 Scanning Fee $6.00 Total Fees: $435.85 Total Fees: $435.85 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 11/13/2005 Construction Value: $11,500.00 Work: ACCORDIAN SHUTTERS Signed: (INSPECTOR) In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: NOTICE OF COMMENCEMENT A RECORDED COP? MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.c( -34(8-014- STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: E -z . y 2. Description of improvement: Geo Lilo) �3 -is rt 7 6R3 006/71/4 S / H MO YA-f4[f et_ u n,t�lu `77732N 3. Owner(s) name and address: l ig5VR D5" -VO % /I/AAA, 5int26'r, 17,7/77 Q 1 JA - Interest in property: Name and address of fee simple titleholder 4. Contractor's name and address: kAl 6 144 - 4--D � k•� �1� Cao • �� V�Y "l�� A tn•) C. CC-k • 44 Z.o N, t o. S u ti q1n4 f (44- 33/Y2. 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Z � C4; Name and address: 1+c-A, e, t..>n Q- 1 S.t V 1 n r A1 _ ' w► ( kvt i s Lxv .E s 3131 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: s'1 . 2 W / A �d cD PJ -r N' CF, 92 S-f cn� A ► S kavl.c s �- L► 3 P 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is ,feecified) 0177.9./i .17 n Signature Print Owner's Name x Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 10/04 Sworn to and subscribed before me this day of ,414"--Ch/ ,20 �5 YP .P' •.` RAFAEL MORALES * e EXPIRES: 1 ? Thu WON Miry Micas y nW ' ► . ; ,g is AA �j. } :�r�r ^�7 ri = ' Z c r 7 X •' 0 ' 0 C.: 111111111111111111111111111111111111111111111 C :FN 20=00=05R04891.E6 OR Bk 23368 P9 4433; (1P9) RECORDED 05/13/2005 11:20 :09 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Prepared by k-ifix 0 Address: 76 1` NG FT / .1 -.I�1 /7K NOTE: NOT VALID WITHOUT PROJECT INFORMATION AND ENGINEERING SEAL CONTRACTOR PRO T IN ATION OiV SEAL INFORMATION CUSTOMER.EjJJQ�/ Lf SD� WILLARD SHUTTER COMPANY, �( (� (Air [!"�^'� G Inc STREET: )Q) ` ,2 Sr r( 4420 N.W. 35 Court Miami, Florida � CITY: CIT r c06ORE Tel: (305) 633 -0162 Fax:(305)638 -8634 COUNTY:DADE 1317P JAMES RODGERS PE# 7405 JAMES RODGERS, DPA., P.E. CONSULTING ENGINEER 4101 S.W. 139 AVE. MIRAMAR, FL. 33027 P.E. #7405 GENERAL NOTES: ASCE 7 -98 FLORIDA BUILDING CODE 2001 WIND LOAD FOR WALL CLADDING- SHUTTERS AND WINDOWS RESIDENTIAL & COMMERCIAL (I =1- Category II) MEAN ROOF HEIGHT NO GREATER THAN 30' DADE COUNTY VELOCITY: V =146 MPH — EXPOSURE: C DESIGNED PRESSURE: +0, PSF AND -84.7 PSF 1. THIS LETTER MAY BE USED PROVIDE THE WIND LOAD PRESSURE WHICH IS APPLICABLE TO A SPECIFIC PROJECT,PROVIDED THE PROJECT DATA BELOW IS PROPERLY AND COMPLETELY FILLED BY THE CONTRACTOR AND VERIFIED BY THE CITY AUTHORITIES. 2. PLEASE,NOTE THAT JAMES RODGERS HAS NOT VISITED THE JOB SITE. CITY INSPECTION IS REQUIRD TO VERIFY THE INFORMATION PROVIDED BY THE CONTRACTOR. 3. THE SIGNATURE AND SEAL INDICATED ON THIS LETTER ARE ONLY APPLICABLE TO THE CONDITIONS HERE IN THE DESCRIBED.DO NOT USE THIS SHEET IF THE SITE AND PRODUCT REQUIREMENTS VARY FROM THE PROVISIONS. 4. PRESSURES LIMITED TO: ENCLOSED BUILDING ONLY,WIND DIRECTIONALITY FACTOR: Kd =1.0, EXPOSURE "C" COEFFICIENT: Kh =0.85, TOPOGRAPHIC FACTOR Kzt =1, TRIBUTARY AREA OF 10 SQF OR GREATER, ANY ROOF SLOPE. 5. WIND PRESSURE ARE VALID FOR WALL CLADDING ONLY. 6. PRODUCTS APPROVALS ADEQUACY TO WIND LOAD CALCULATIONS NOT VERIFIED BY JAMES RODGERS DESIGNED RATING MUST EXCEED PROVIDED POSITIVE AND NEGATIVE LOADS. SHUTTER SCHEDULE # Width Height Zone Pro.uct , An hor ' :" ;; # Width Height Zone i'S P •duct v 0 f !��,7L'C!l E.11r��L�I41 0 � A hor WWI ME ■ 1 iZelLiEMICII • • Fr/MC711IYDA IM •SC'1! INIYMIEfial ■ 11 2 Mal EMI all 12 ��rMILrA 4 W� IUM ♦ p MI/M ITA 14 WV]�7LM 'MAMA W 5 MAMA io elf2lf!lllaYr7 • 0 e a sIn 15 l7immlci So I/ ©!>71JII �1.�` - 6 VIM WEIll UM 16 7 V� niff Q•�Q'S►SI • o r'.. ! h� I,t� 17 8 18 9 67141«alel . 0 MISfili 01- 1111E/M ICII WOW. "MUM Igial 19 10 20 CC_ MPAN; r NC. Customer: Ik:pxyq on/ '5oS it)�e 92 Vr ,44 /AAA/ S'kQR. �C �3135'r 'Dower 5179 S' roAM Pict() 5C-S' g y p 11,,Yets Date: j Alk Order #: Rpn - D 33ir Color: 1.4)H /rte 0 1 0 U srA_ i9ccoPD M oeo : CRITERIA DATA, . ' Mean Roof Height: Exposure: Roof Slope: Elevation: End Zone: WIND CHART: 2a G J > J. f rn pc.. DESIGN,L' OADS Positive: Negative Int Zone: Negative End Zone: r ?lb? CC_ MPAN; r NC. Customer: Ik:pxyq on/ '5oS it)�e 92 Vr ,44 /AAA/ S'kQR. �C �3135'r 'Dower 5179 S' roAM Pict() 5C-S' g y p 11,,Yets Date: j Alk Order #: Rpn - D 33ir Color: 1.4)H /rte 0 1 0 U srA_ i9ccoPD M oeo SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Dear Building Official: We are the Dade County Notice of Acceptance holder for: • 0.050" Solid Bertha Aluminum Storm Panels Shutter (NOA # 03- 0707.02) This letter authorizes (2 )/ ,G4Pr) g)Tr6(Q for use of our .050" Solid Bertha Aluminum Storm Panel approved under number 03-0707.02 at the following job: 7� S/L/� 92 Pr, / v/1,, � rOP / 7/3' Sincerely, 6 citi • , Gene Buscbmann Secreiia y/Treasurer Eastern Metal Supply, Inc. or Greg Weekes Vice President Eastern Metal Supply, Inc. 1. This form must accompany the application for building permit and shall become part of the permit documents. 2. The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. Florida North Carolina Texas Missouri 3600 23 Ave South 2925 Stewart Creek Blvd 9400 Telge Road 4750 Earth City Expressway Lake Worth, FL 33461 Charlotte, NC 28216 Houston, TX 77095 Earth City, MO 63045 800 432 2204 Fax 561 588 4780 800 343 8154 Fax 704 391 2267 800 996 6061 Fax 281 656 2297 888 822 6061 Fax 314 344 3349 www.easternmetal.com emsfl(i worldnet.att.net BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF 'ACCEPTANCE (NOA) Eastern Metal Supply, Inc. 4268 Westroads Drive Riviera Beach, Florida 33407 SCOPE: 'This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.050" Solid Bertha Aluminum Storm Panels Shutter APPROVAL DOCUMENT: 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, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its-entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 01- 0516.06 & consists of this page 1 & approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. 0 8/21/03 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0707.02 Expiration Date: 08/07/2008 Approval Date: 08/21/2003 Page 1 NOTE: NOT VALID WITHOUT PROJECT INFORMATION AND ENGINEERING SEAL CONTRACTOR PRO TI ATION / SEAL INFORMATION CUSTOMER ,UJQ WILLARD SHUTTER COMPANY, Inc (�, ` STREET: s � os N� 9Z Sr arrit -C4 e 4420 N.W. 35 Court Miami, Florida 33142 CITY: IAM1 S 1 I :' , ‘ Iti Tel: (305) 633 -0162 - T /38 Fax:(305)638 -8634 COUNTY:DADE JAMES RODGERS PE# 7405 JAMES RODGERS, DPA., P.E. CONSULTING ENGINEER 4101 S.W. 139" AVE. MIRAMAR, FL. 33027 P.E. #7405 GENERAL NOTES: ASCE 7 -98 FLORIDA BUILDING CODE 2001 WIND LOAD FOR WALL CLADDING- SHUTTERS AND WINDOWS RESIDENTIAL & COMMERCIAL (1 =1- Category II) MEAN ROOF HEIGHT NO GREATER THAN 30' v DADE COUNTY VELOCITY V 146 MPH — EXPOSURE: C SL NED PRESSURE: Sk' AND -84.7 PSF 1. THIS LETTER MAY BE USED TO PROVIDE THE WIND LOAD PRESSURE WHICH IS APPLICABLE TO A SPECIFIC PROJECT,PROVIDED THE PROJECT DATA BELOW IS PROPERLY AND COMPLETELY FILLED BY THE CONTRACTOR AND VERIFIED BY THE CITY AUTHORITIES. 2. PLEASE,NOTE THAT JAMES RODGERS HAS NOT VISITED THE JOB SITE. CITY INSPECTION IS REQUIRD TO VERIFY THE INFORMATION PROVIDED BY THE CONTRACTOR. 3. THE SIGNATURE AND SEAL INDICATED ON THIS LETTER ARE ONLY APPLICABLE TO THE CONDITIONS HERE IN THE DESCRIBED.DO NOT USE THIS SHEET IF THE SITE AND PRODUCT REQUIREMENTS VARY FROM THE PROVISIONS. 4. PRESSURES LIMITED TO: ENCLOSED BUILDING ONLY,WIND DIRECTIONALITY FACTOR: Kd =1.0, EXPOSURE "C" COEFFICIENT: Kh =0.85, TOPOGRAPHIC FACTOR Kzt=1, TRIBUTARY AREA OF 10 SQF OR GREATER, ANY ROOF SLOPE. 5. WIND PRESSURE ARE VALID FOR WALL CLADDING ONLY. 6. PRODUCTS APPROVALS ADEQUACY TO WIND LOAD CALCULATIONS NOT VERIFIED BY JAMES RODGERS DESIGNED RATING MUST EXCEED PROVIDED POSITIVE AND NEGATIVE LOADS. Customer: 11C,vxty O4�ooN ) O S .A� 9 2 f►4 //tot VT-- K0146^ /C 1 2 3 4 5 6 7 8 9 10 Width Height Zone Product Anchor :. �:.► . s 1 .S 4 r rnp'D / — IFN/III NAM c:2111137IAN r 11Mra VA KIM LSI kW MNMill S 4703707a01 SWAIM =ISM Fla 111.1 II 1 irMIMMIIII I AIM MP SHUTTER SCHEDULE # Width Hei 11 12 13 14 15 16 17 18 19 20 Date: ht Zone 5 5 Order #: QQOS'= 0 33?- Color: TA11i /T- Product A chor CRITERIA DATA Mean Roof Height: Q � Exposure: Roof Slope: d Elevation: End Zone: G WIND CHART: JI rP S DESIGN LOADS Positive: 63 Negative Int Zone: Negative End Zone: 7- ,, Customer: 11C,vxty O4�ooN ) O S .A� 9 2 f►4 //tot VT-- K0146^ /C 1 2 3 4 5 6 7 8 9 10 Width Height Zone Product Anchor :. �:.► . s 1 .S 4 r rnp'D / — IFN/III NAM c:2111137IAN r 11Mra VA KIM LSI kW MNMill S 4703707a01 SWAIM =ISM Fla 111.1 II 1 irMIMMIIII I AIM MP SHUTTER SCHEDULE # Width Hei 11 12 13 14 15 16 17 18 19 20 Date: ht Zone 5 5 Order #: QQOS'= 0 33?- Color: TA11i /T- Product A chor MM I��DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Willard Shutter Company Incorporated 4420 N.W. 35 Court Miami, Florida 33142 ,, SCOPE: • • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County). reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. ' BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ASSA / Residential Bertha Accordion Shutter APPROVAL DOCUMENT: Drawing No. 02 -549, titled `` ASSA / Residential Bertha Accordion Shutter ", sheets 1 through 10 of 10, prepared by Tilteco, Inc., dated November 19, 2002, last revision #1 dated November 19, 2002 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: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials. use. and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 03- 0106.15 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, F.E. MIAMI -DADE COUNTY, FLORIDA M ETRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0703.0E Expiration Date: 08/17/2008 6 g j a 01 / / Approval Date: 08/07/2003 Pagel INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS * *4.4. 1 0 1110 Ili ■ ■ . . 0 ■ • 11 O COSTING GLASS /144/4 3.S SALS. • 6 aC ALTERNATIVE 5 SCALE: 1/4' - I 11 II II II 11 /10.3 /6 SAS. OR 3/16 Atm. POP RAIETS • 'I2 ac. la 3 S.S SAS w/ ,T /l T ( A017a 1104111' SS Sue OR 3/16'4 A L . . POP N 7 • I2• ac I/ /e 20143/4 P40 NEL PIaLSS BOLTS W/ MITE & Nn.4R• 12' O.C. 1 Syr al/r (Nis.) 6063 -75 Nunn fl (cord.) w/(y1 /4 *4• £. Balm • 904 SKID (`+�[ U 7H OF STW) N W 2• Nla . POILTRATIO v PRO pmylic sTw 14900 1PL S.SIS OR !WATER O 24' ac. RCOtARLD AL./EMAIL" FASTENER LOCATION 110a3/4" SS SM.S OR x/16 Anon. POP R7K73 • 12 aC " 1 ;4 ,I/6' (MM.) 605.1-7_ Non nm N/ (2)S/16'..4 LONG LAG SOWI S TO 8410 RATTER OR 7Rt6S. LOLi17E WRENS AT raENNO7H Or (2' tan. NOatial WOW) r/ 2' M' PL'MTRAnay 170.3 SS SMS w/ 7/16 LONG MLON 0IN. ( np.or oR). OY® CT TIJNC d ) O 2R MOTIMiNC IN9TALfliiOA1 - C1!QW .8 37i4f.0 I /4• - I • 0000 TRUSSES Oa RATTED 0 24 3C. RCOtIRCD OW' S3. Saa& w/ 7/16 LaNG NYLGN 619ANG. 7jp.712a • 001TVA. Drumm • 8O77DtL NITYROIL 110,3/4 LS. £M.1 OR 3/16 Akan POP MITTS • 12' o.0 roc moo pax mum (C MAIM ALLOWED) 1 /4o LAG SCREWS w/ :/Y i0► PD;77N7YOV • 1 0.1 NOTE : WALL /FLOOR /CEILING MOUNTING SECTIONS GAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES : 1. INSTALLATIONS ARE ONLY VAUD FOR INSTALLATIONS WITH DESIGN WIND LWDS LESS OR EOU4L THAN 75 p.s.l. AND 9 -0" Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR FOWL. / 1 44/4' SS sMS. • 6• at. - SEC St7t[DUIE mg an. SONIM1OV 70 OIL TI G GLASS /143/4 S.S. S.S•6 1 i2 S Cant (6063 -73 ALLOY') 1, 11 11 II II 1I I &Oration DaEe op l/4'0 LLCO FDMLE ANCIAIM w/ 1 7/0, M.. PD,CTR TION • 6' at. PRODUCT P331:„` 5'7 Pr; .114,. - ... 1 :.:1/t ((r..) 60 J - AMn. TtBC M/ (2)1/t6'M• LONC LAC SCREWS TO £4Of wimp Ow 7RLGS LOCATE sown AT MONIOIH or C17S72C WOOD MC1•71. (2' Ui. N9MNLL AWN) w/ 2' Mn. PflaCTRAT>a1. 110.3' S.S. SLLS w/ +r-- 7/7•'0143/8' LONG II NYLON 8uSN446. fP. I I TOR (INTERIOR) 11 1 1 u ©O' rs 11 11 11 11 7, la . ry� •^2.000 �++ r.r17.1WR b IY.OQ j[fjlM_ TNP :Wm u.4 T N - .$fC'tiDX E1 SCALE 7/4' - r B ig • D.174?: POW Ls SLLS W/ 7 /16'11r7/E LONG AMON OVM'LNG 1YP 7O sorrow (Cx1ERrOR) • BOTTOM 11O,3/4" LS. S.N.S. • 12' 0.C. I ' 2,0 WOOD L7Ntrx PRODUCT REVISED as complying with IAe Florida Bolding Code Acceptaocc No 0 - - C j Espirmioe Date oB tiami Dad Division •. tad nct Co 03 F.B.C.(H.V.H.Z) /MIAMI -DADE COUNTY / itr E3 .\ TIL1xT TESTING • CNG/NCCRING COMPANY ISMS RI .110.11010t A 4, Pr .777. *Wood norm. 110WY 11IM Ni>SIA P -1331 . E8- 00067 7 WALTER A run Jr.. P. t 44 767 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER W ILIRD SHUTTER COMPANY INCORPORATED (ASS' / 780) 4470 N. R_ 33ri C'OUR7 AIWA I1ORIDA 33142 ara►N. t.o 0,D -IL7 our 1 sty. aoean4a - rn AS St7ONW SGLI 71/79/02 OA IT 02 -549 ORAw7NG No SNLTT 10 OF 70 ALTERNATIVE 1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS • 1. LNSTALLATIONS ARE ONLY VAUD FOR INSTALLATIONS WITH DESIGN MO La4OS LESS OR £OVAL THAN 75 p.sJ. AND 9' -0' Max. SHUTTER SPAN. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHER OUTHERN PINE Nc. 2. W/ SPECIFIC D£NSRY or 0.55 OR £DUAL. ALTERNATIVE 2 WALL MOUNTING INSTALLA77ON - SECTION A SCALE: I /e • t• NOT= FOR CQWfipliTION OF SECTIONS; WALL,/FLOOR/CEILING MOUNTING SECTIONS CAN BE COAIBINED W ANY WAY TO SUIT ANY INSTALLATION. CLOS /74d/4 SS SUS. • •• QG ALTERNATIVE 3 • >}s ca:.tviyieq, with a Bolding Cods Acceptance No 03— 0703 • C° E7pirati jute C.t% , cc i • M m D >«del ci - e ro Miioi I Cot:imi Division /loaf• S.S. SM.S W/ 7/1e••7/8• uwiC tenor eusr ra (Tjp. 80717:60. eI , t/lt' (tin) 8067 -13 Mon MEC (Cont.) w /.(?)i/4 ai4• LAC SCREWS • (AOl .371.70 (M101MD1N_ Dr Sn ) 040:91/ 1' Mat Pa[71ARON INTO L3WI G STUD PRODUCT REVISED as complying with the Florida Duidiiiig Codc Acceptance No 03 — 01 6.15 Eipi Lion Date O Mall •0 By Miami 1 r � roduct Control Division F.B.C.(H.V.H.Z.) /ML4Ml —DAD( COUNTY 7 / m i, M. \ TILUT TCSTING t CNGINCCRING COMPANY MO a • JOWL fL 11. 717. q.•r OMm'S 1104 LIM /Arr . (.QZJp1 -13.117 • ? . (=SP 1 13 , C8-0006779 but TER A Tun Jr„ P. L. 110RID' Lic. / 44762 ASS4 / RESIDENTLAL BERTHA ACCORDION SHUTTER WILLARD SHUTTER COMPANY INCORPORATED (ASST / '80) 447C N.W. 15171 COURT MIAAr 11 GRID' 13 74,7 WR w. No n Arc ars+10 aauno MD OD- /1.1 •n AS S7 NN SGLI 11/19/07 • WIT 02 -549 DRAWING No SMITT 9 OF 10 ACT UAL C. 0.= EDGE DISTANCE FACTOR 7APCON / zmmc maim CALK -1N .3' .86 .75 2 1/2' .71 .50 _ 2' .50 - ZAMAC NAILIN 7APCON OR CALK -IN ANCHOR SPACING 1 FGFNQ 1 MAXIMUM DESIGN PRESSURE RATING 'W' (n.s.fJ AND CORRESPONDING _MAXIMUM ANCHOR SPACING end SCHEDULE. + ANCHOR SPACING (1) Max. ANCHOR SPCC. VALID FOR SPANS (2) Max. ANCHOR SPCG. VALID FOR SPANS (J) Max. ANCHOR SPCG. VALID FOR SPANS NOTES ON ANCHOR SPACING SCHEDULE 9 SET SHEET 5 & 10 OF 10 FOR ANCHOR TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR £. C L£55 TO-14N J 1/2; REDUCE ANCHOR SPACING BY n/;J: 11P; rug: SPACINGS SHOWN ON SCHEDULE BY NE FOLLOWING I AC1OR5. (M.n. L. G. FOR CALX -IN IS 2 1/2"). THIS OPERATION SHALL ONLY BE PERFORMED WHEN REOUIR£D SPACING RESULTS INTO A MINIMUM OF J' 0.C. LEGENQ OF 5' -0" OR LESS. GREATER THAN 5 " -O' TO 8' •6: GREATER THAN B' -6• 70 Max. ALLOWED. PRODUCT TiFYTTWET A.ecepaauee Pio 0 C'] 0 C Expirption Date C P. � o o By Ti�iti:;!@ f';i t a'I ruac: Coisic Visisioa PRODUCT REVISED ns complying with the Florida Tinkling Co& AcccpIDn "e Nol0 I 0 Expiration Date 0 /1 irrz N . � 77UJT TCSTIN6 ! CNG/NCCRING COMPANY sae as JIM . iL sa. it 7. MGM. GNC06. noo. Sl.w Iti... Trawl.- ?3.. I• 013p1.- 13J. C6- 000671 WALTER A WS Jr. P. (. FLORIDA Lic. / 44167 ASS4 / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLtRD SHUTTER COMPANY INCORPORATED (ASS. / 180) 44X N. W. Mtn COURT A/NAIL FLORIDA 33742 in ft OLD OD - I15 la./7 •.n4.a1 NV.• aacsro MIT • AS SNOW Scott 17/79/02 aft 02 -549 DRAWING No SHtTT 6 Or 10 By Miami Dad uct Coo Division •l5 F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY szr. ro < A I: C - wave A AI. C t7D6 E • If MAXIMUM DESIGN LOAD .. (p.s.f.) WALL MOUNTING NYS7ALL.ATION AT TOP OR BOTTOM (TO CONCRETE) WALL MOUNTING WSTALLit710N A7 BOTTOM (70 MASONRY) CEILING & FLOOR MOUNTING INSTALLATION AT TOP OR BOTTOM (TO CONCRETE) M71L t i maw 2 NOTE .3 NOM 1 I NOIC 2 NOM J NOTE I NOTE 2 NOTE J FROM 40.0 TO 62.5 r 9' 9" 9' E 6 1/2' 9' 7' 5 1/2' 9 9• 9' 9' 5 1/2' 4 7/2' 9' 9' 9• FROM 62.6 10 75.0 9' 9' 8' 9' 6 1/2" 6' 9' 6' 5' 9' 9' 9' 8' 4 1/2' 4' 9' 9' E' FROM 75.1 TO 92.5 9" 7' r _ 9' 5 1/2' 5 1/2' 8' 5' - 9' 9" 9' 6 1/2' 4' 4' 9- 7 1/2' 7 1/2' FROM 92.6 TD 120.0 9" 7' - 7' 5 1/2' - 6• 5' - 9' 9' - 5' 4' - 9' 7 1/2' - FROM 120.1 70 180.0 7 ' 7' - 5 1/2' 5 1/2' - 5' 5" - 9 . 9 . - _ 4' 4' - 7 1/2' 7 1/I' - ZAMAC NAILIN 7APCON OR CALK -IN ANCHOR SPACING 1 FGFNQ 1 MAXIMUM DESIGN PRESSURE RATING 'W' (n.s.fJ AND CORRESPONDING _MAXIMUM ANCHOR SPACING end SCHEDULE. + ANCHOR SPACING (1) Max. ANCHOR SPCC. VALID FOR SPANS (2) Max. ANCHOR SPCG. VALID FOR SPANS (J) Max. ANCHOR SPCG. VALID FOR SPANS NOTES ON ANCHOR SPACING SCHEDULE 9 SET SHEET 5 & 10 OF 10 FOR ANCHOR TYPE & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR £. C L£55 TO-14N J 1/2; REDUCE ANCHOR SPACING BY n/;J: 11P; rug: SPACINGS SHOWN ON SCHEDULE BY NE FOLLOWING I AC1OR5. (M.n. L. G. FOR CALX -IN IS 2 1/2"). THIS OPERATION SHALL ONLY BE PERFORMED WHEN REOUIR£D SPACING RESULTS INTO A MINIMUM OF J' 0.C. LEGENQ OF 5' -0" OR LESS. GREATER THAN 5 " -O' TO 8' •6: GREATER THAN B' -6• 70 Max. ALLOWED. PRODUCT TiFYTTWET A.ecepaauee Pio 0 C'] 0 C Expirption Date C P. � o o By Ti�iti:;!@ f';i t a'I ruac: Coisic Visisioa PRODUCT REVISED ns complying with the Florida Tinkling Co& AcccpIDn "e Nol0 I 0 Expiration Date 0 /1 irrz N . � 77UJT TCSTIN6 ! CNG/NCCRING COMPANY sae as JIM . iL sa. it 7. MGM. GNC06. noo. Sl.w Iti... Trawl.- ?3.. I• 013p1.- 13J. C6- 000671 WALTER A WS Jr. P. (. FLORIDA Lic. / 44167 ASS4 / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLtRD SHUTTER COMPANY INCORPORATED (ASS. / 180) 44X N. W. Mtn COURT A/NAIL FLORIDA 33742 in ft OLD OD - I15 la./7 •.n4.a1 NV.• aacsro MIT • AS SNOW Scott 17/79/02 aft 02 -549 DRAWING No SHtTT 6 Or 10 By Miami Dad uct Coo Division •l5 F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY 1 102101 1W OLSIGN Lao W (p...1.) M4XWw SMATTER SPAN 1' (n1 YMWW SEPARATION 70 GLASS rm.) J VI' - .• 85.0 6' - 1 T' J 7/6' J' 87.5 8'..0' J 7/8 J' 90.0 8 -5' J 7/6' J' 923 8 -J' 3 7/6' J 95.0 8-l 3 7/9' J' 973 7-10' 3 3/8" J 100.0 r-6• . 3 3/11 J' 102.5 r-6• J J/8' J 105.0 7 -3' 3 3/8' 3' 107.5 7 - J 3/6' 3 110.0 6' -11 • J 3/6' J' 112.5 6' -10' J J/6' J' 115.0 6'-6• J 3/8' J' 117.5 6 -1' 3 3/6 3* 120.0 6 -5 3 JAI" J' 122.5 6' -3 3 VB J 123.0 6 -1 • 3 3/8' . J' 127.5 - 6' -0' J J/6' J' 130.0 5 =41' J 3/8 3' 137.5 5• - V• .3 J/6 J' 135.0 5' - 6 - J 3/6' J' 137.5 5 -7' .3 J/t J' MAXIMUM DESIGN Lao W (p.a.l.) MAXWLW SHUTTER SPAN 1' (IL) ♦ INAfWI SEPARATION TO CLAM (M.) J VI' >W -0' 70 12 M 14010 5'-6 J J/11' .r. : 142.3 5=4' 3 3/6' J 145.0 5' -3 J 3* 147.5 5 -2 .3 3/8' 3 150.0 3- I' J JJ>1' J• 1523 5-0' J 3/8' 3' 135.0 4 -11' 33/8 . 3' 1573 4' - 10' J 4# r 160.0 4=9 J 3/8" : J' 1623 4-6' J .Z/b' J• 165.0 4 •-d' J J/r J' 1673 4• -7' J 3/8 J 170.0 4' -6' J 3/15 J 172.5 4' -5' J 3/8' J' 175.0 4 ' J 5/11' J' 1773 4' -e J J/6' 3'. 180.0 , 4 • -3' 3 J/6' 3' SHUTTER SPAN 1' (1L) MV9MUM SEPAR41701 LESS OR (OWL THAN 8' -0' J VI' >W -0' 70 12 3 7/8 M4X9JUM , L7CS/GN L.LI40 W (0.aJ.) MAXIMUM SHUTTER MINIMA, SEPARATION 70 GLASS (i.) SPAN 1.* (/t.) • 40.0 •- - 120' J 7 /8. J» • 42.5 11=11" J 7/8' J' 45.0 11 -9' 3 7/8' J' 47.5 111P-7* 3 7/8' J• SILO 11'-5' J 7/8 J' 52.5 11'-J' J 7/0' 3' 55.0 11L1' 3 7/8' J' 57.5 10' -10' 3 7/8' J' 60.0 10 -7' 3 7/6' J' 82.5 10'-4' 3 7/0 J' 650 10'-2 J 7/8 J' 67.5 10-0• J 7/8• J• 70.0 9 -10' J 7/8• J' 72.5 9-6 3 7/8' J. 73.0 9 - 6' 3 7/6' 3• 77.5 9 -4 .3 7/6' 3 80.0 9 -2 J 7/6 .3 82.5 9'-0' 3 7/8- 3- NOTE: 14 : • 14 : ♦• •; • A 4 .' A (VALID FOR SECTION 8 & 81 ON SHEET 2 OF 10). DESIGN PRESSURE RATING CORRESPONDS ONLY TO NEGATIVE PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR A GIVEN OPENING - !f NEGATIVE PRESSURE VALUES COMPLY WITH THE R£OUIREG PRESSURE FOR THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY OUALIFY .4N0 NEED NOT TO BE CHECKED. • fDR SHUTTERS INSTALLED W TI* C THE FRST J0' -0' ELEVATION Or wawa six TABLE 1 Mie M» uW S - PARATON TO GLASS FOR SiWNS SNORTER Rom THE MAMMA, ALLOWED SHOWN ON SCHEDULE. » NOR SHUTTERS INSTALLED ABOVE 3O' -0' ELEVATION Of BALDING. UEASURE0 AT 80770If D' SHUTTER - ty() TABLE • 1; INMUN SEPARATION BETriELW GLASS AND SHUTTER FDA A GIVEM SHUTTER SAW L FDR SHUTTERS INSTALLED Nr1w' THE mar .30 ABOVE' MCC Of A OVEN WILD/NC .30' -0' L1E1MflpV 94L1 Lir MEASL. CD AT BOTTOM or SHUTTER SEPARATION TD BE MEASURED AS INDICATED ON SECTION 0. SHEET 4 Of 10. PP.0.13E:C ??fLNEINF r PRODUCT REVISED as complying with the Florida Marling CAME ■CCC No C: - U 0 . I Exp lion Date IL E C O iNt:. TILLIT TESTING a ENGINEERING COMPANY IMO K• AM SL ti J17. M1v0. CAROM 7Lda JUJU CH- 00067 a14L TL77 A TI LJ/ .1r P. L R ORIDI Lk 44157 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLARD SHUTTER COMPANY INCORPORATED (ASST / 160) 4470 N.W. JSIA CURT ML4M.. 11ORIOI .3.3142 Pry. - 1 OCJOIr1a. • moo- lu R In= Mb OCrIW00• Y11 AS SHOWN SCALE 11/19/02 o.41L 02 -549 DRAWING No SHEET 7 Of 10 ACceptauct NC CS - C / O% • j Expiration Date 0P/11 /l o6g By Division + By Miami Dad Division ioduct Control 0 03 F.B.C.(H.V.H.Z.) /ML4M1 -DAOE COUNTY tit WALL HEADERS WALL HEADERS (INVERTED usO) SCALE J/8' a I 1/e • - 20 S. S. 1HLA aSai ltS I MR= SEE MOTE BELOW © LOCKING PIN SCALE: J /8 = 1' .062 ►- 679 ' © MALE LOCK SLAT 'SCALE: J /8' - I" ,R .125' Om 1.645• .200' r. tar 1 I O it l• l� . l .1 � G i 2.000 '1 .679' _ L r -►; .230.-.....1-.08,7* ° a 1).s. WALL HEADER WALL HEADER (INVERTED ust) SCALE: J /8' = 175' .123' OD SILL ADAPTER O BOTTOM BUILT -OUT • S C A L E : 3 / 8 ' ` 1 ' . SCALE 3/8' a 1 ' • t /4 -203: S 7748A905CREw5 IPA = SEE W01£ &Low 6' Min. FOR UP 777 9 -0 SHUTTER BLADE LENGTHS. • 12' Mn. MR SHUTTER RAW LENCTI6 GREATER 1H44N 9• w TO 12' -o'. .3.994' © ALTERNATE LOCKING PIN SCALE: J /8 = 1994' ® FEMALE LOCK SLAT SCALE: 3 /e - 1' '.477 i 1.000' SC4J.E. 3/8' 4■ 1' FEMALE END SLAT © STARTER STRIP COMPONENTS © CEILING HEADER SCALE: 3/8" = 1" PRODUCT RENEWED as complying with the Florids Balding Code Acceptance No eta - 7 3.0 1 lO MALE LOCK SLAT 0 SCALE: 3/8' = 1 • 125 2.730 PLAN .281 NO LOCKER scuLC : .1 /e' - 1- By Miami D SCALE 4/8' - T' L 1 .679 Expiration Date 0 g Product Castro! FRONT ELEVATION •.477' t- -- 2.048' 473' .644' 1073' © SILL SCALE: 3/8' = 1 ' FEMALE RESIDENTIAL BLADE FEMALE LOCK SLAT SCALE: J /8' = 0.266' 9 . •. /6e RESIDENTIAL BLADE SCALE: J/8 SCALE 4/8'. 1' 0 LOCK CLIP 4 - LONG SC4LE. 4/8' - I' 5.000' Mo... ALUM /NUM ANGLE SCALE: J /8' . GENERAL NOTES: 1. ACC IROON SMR7ER Smarm ON EMS PRODUCT APPR0IML DOOAr(NT HAS 0CCN OCSti 1D N ACCORMNCC TIM roc 2001 wavy Dr TM[ fLORKAA 81A DING COOL. Dc5JcN Na o LH310S SNYL es orrynaptro AS PER SECTION 1619 Or THE AMOK HENTIONED CO . FOR A MSC NINA SPEW Or 146 MAIL. AND N ACCORDINCE w/ ASCE 7 - 98 STANDARD. ACCOROHON SMR1ERS ADC0Locr FOR a(itC7 AND rancor RESSrANc( WS 8E01 WITIRED N Accoo04lCC am? =now 1606.!.• or Da A80rE mtarsono CODE AS PER AR. REPORT 0902.01 -98 t M -201. PA -207. AND PN - 203. 2. SUNLESS 37111 sort METAL scams tam AT LOUTNW PIN SHALL BL AT 10 • J' 410 -14 YNWW a w/ 133.0 b: TCLD POWT t 180 Rai 1ENSRE STRENGTH . SCREWS swat er coital 041)4 MAN 3000 SOR►LS FUUOROPOLTSPER COMM AS WMRACIURCD ST MR17UR0 Co. 8Dr 507 NEST CHESTER At 19.18r. 3. ALL AiUHIM 1 DIRY:VO►6 SMALL 06 6063 -T6 ALLOT. • All SCREW IV LLr 5749813.5 SAGA 30 OR 216 SOLES w/ 30 A., I/CLD PONT AND 90 ita T6NSL( STRENGTH OR cosRoSO44 RESISTANT COATED 0498044 s1EE1 AS PER DIN 30016. 3. ALL ALWMIII POP 9M75 TO Of 3062 ALUI4*AI, ALIOr M6T9 ALUUIUY MAIan. 6. BOLTS TO 6C 2024 -74 ALLAINNAII ALLOT G1MMAIM OR SUNLESS STEEL W119 13 bt I NMAN ANAINN TOO •b0T. 7. ANCHORS TO I0IL SHALL or AS FLILONS (UNLESS OTMENw6( NOmmo) (N 10 Dane POURED CONCRETE: - 1/4'. LAPICON mows. AS MMNFACIt. D 6r L /.w e1IEDa OR two ►L71ON. P . - 1 /4'. MA(MC WAIN ANCHORS. AS MAMArADHAEO e7' Maya FAS'1LTMING. NYC. - 1/4'0 s 7/8' CLLR' -N AS M4•Ira :A/PLa 8r moves FAsry w.0 NO7EY A.7) 80W 008E WENT Or 1APL0V ANCHORS 4410 POLAR CONCRC1C 6 1 3/4' OMAN DrTEDL(LNT OF AMC 164RN IS 1 a/5' Al) 1/4'0 • 7/8' CAIR-N ANCHORS SHALL eE O4Twttr DYnfo NTO TI[ POINTED C .'4 IE. na W8tDt43► too srucco virtu 8E PERMITTEa / /4' 0-20 SCREW'S LLSW 94NLL BE 9 1/7' LONG WAWA/ SNOL 0 STUCCO 01ST. A.3) N CASE 19447 MOUTT STOIC. PRECAST CCT101LTE PAWLS. 0R PNKRS 8C FOUND 04 191E EYLSTNrG MAW. OR 1100R. ANCHORS SHALL EE LONE 0010 MD REACH THE (JAN STRUCTURE 8170,0 5401 RAMIS ANCHORAGE SMLL 6E AS . C.471111 ON NOTES A 1 • .4.1 NICHE (V) TO =ma cce.a 7( actor sal: - 1/4•• VAPCO1t ANCHORS AS awun•crta m 5r LT.W 6UROQ OR LT.00 izrmo.'. HNC. 1/4'• CAME NARAY ANCHORS AS MLMS•C1I.ED POWOes r•snoa c. NC - 1 4'. • 7/5' GILR -N AS WMoucnto D 81" MAIMS FASTE7M C. NC X 6 1) CIN1'.nwr oirco.P/T Or TAPf:D4 ANCHORS. ANO 2AM4C MART ANCHORS NM TI[ 0DNGRE7E 9LOCR LMT SHILL Br 1 9/4'. Hat) 1/4'• a 7/I• 041• -N ANY.GRS ••1 or OV7JdiI'-cleaso D 0470 111 Cowrrir 6101ST LME. NO L71EDL104T .339' 0ILO STUCCO P L.L et K10/TTED. 1/4 4-20 SCREWS toom 8))411 477• BE 1 1/2• LONG 1.aRA/ SC= STUCCO ERST. 83.) N 04Z 11647 FIILC4ST STOIC 0 I PRECAST CONCRETE P#J89.S or roue o• 178 Cb1TWC IOW. ANCHORS 1711U OE WHO ENOUGH TO REACH 144E MIN STRUCTURE 104A0 SUCH PAWLS. ANC SHALL LL 6r 1 1/ C 4 1644* FOR moms 18l47 Hri N U. t 7/5' FOR maims M 7V11omro N 11.&1 " I rAwcww1 9)411 4 valuta FOLLOWING ALL Cr 110 I E)4110. s R�S NO manor= OF 11[ ANcNo a. 61ADE AND DE RM/GRLS Fon 0EW1ERiUES0.0).0 • • Q. • T)4E STARTERS 0•© ARE LRCM ITC PAIEM Or EASTERN YELLS 9. IT SHALL 8E T7E RCSPGH6HBRRV air THE COVTAAC10• 1C L4:IRRFY Mr 30100 Or 144E STRUCTURE WHERE SHUTTER 6 20 8E ATTACHED ID NSW PRCPER ANCWAAGE ►o EAOI WET MIST 80 A PCNINNE E !HIES N A 14•0.E PLACE MINA 'NHRA1lA7 RITE NISIRAKING 104 IT OR MOUE OWNER /FIAT ALL =KM PP4 AS VEIL AS ROTH LOCKERS MAT LLE PROPERLY NSDYLLD • 60L= OWING P01005 Or MREI GONE WNW. 11. sMJT10RY B A STAMP SHALL r N 11 PIA CAI 0r4� UR BURIAL` Or 144E MACE WC% SUM ONE LAM SAIL TiE PIADED 409 EVEN OPOHIN'w LABEL 9NLI. READ AS FOLLOWS MAR TI SHUTTER L77U 4HV tcom'GAtiro 80U FL W11M -DADS COUNTY PRODUCT WARM APPROACD. 12. 41 FMS F90OUCT ANTIGUN. DoawOa (PAD.) PREPARED er 795 ENGTIED1 6 H.'EMRIC Ana ODES NOT PROVIDE 9YPDRw170N 409 A ST7E scrum PROTECT: la WHIM 797' 371E CONO4noNs DEN47E FOOL( 11E PAD. (e CO•RACMD• 717 8r RESecrata( FUN LAC SELIC710N. P1040 457' ANO 9.45nitiAncov 0r 196 Pt400167 645(0 044 796 PRODUCT APPOOwL P 046160 N(/5t_.0 DOGS ND7 04NA7E MOH RC GONo17LJNs 00144[0 ON ma 17001)4[91. (c) 7115 mow ',mow! wawa um or CAN50699 D maw 0' *10130t1D. (4) son s•cc rrc mecum Dori. 8E prow` 77 6► A 1 RfraSTT CD 0 Olt 49041ECT 1n4gY N1L1 6rt0 7' 197 PROFES547441 Or RECORD (P.O.R.) 109 THE PROTECT AND 4440 ACT 8E RESP(Y4S6I Far+ 778 PYYQP(P. US! Or TH! PAC PNO'TSSON4! O' R(CO?( pia-urn, frvaw r 70 TH( PAL / +•ONCT* 5.149.1 5U6AR1 r0 o-6 UTTER r►.t 5710 S cone 016.$ GS root raww. IL ECO IMt:. TILUT TESTING a ENGINEERING COMPANY 6341 It• X111. Si.. A 217. WOW &MEM /Wad 17`63 Ifs` paw, r- rib E6- 0006 71D WALTER A. MILER N.. F C P10R7DA Lk. 1 14167 ASS4 / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLARD SHUTTER COMPANY INCORPORATED • Ass / Teo) • 4425 N.W: 334 COURT M1AM1. FLORIDA .33 an r 4„. 1117t7w/0.. a0.. rut OFT As SNONN scAL( 11/19/02 DATE 02 -549 DRAWING No 544([7 I OF 10 (.) THIS PAD 311411 e!AR 778 1111E An0 OHDU64L SEAL N40 =maw or 71K PRO ••SSONAL ENCRW flW 7 PREPARED R. PRODUCT REVISED as complying 1411h slhc Florida [lauding 1_lNk Acccplacce No 03 - O Expiration Daft 0 By Miami Dade uct Control Dlvhioa ob • 0 0 3 F.B.C.(H.V.H I.) /MWMI -Q4D£ COUNTY • R QULRW -7 i /14.1.3/4' S.S. S.M.S. O 8' CC. C_ POURED OR CONETE CRBL� N41LL REOU/RED /1023 S.S. / S.M.S. w/ / 7/16'9,2/8 NYLON BUSHING / 0 �-- SET SCHEDULE FOR 1 Arm. SEPARATION TO Drama GLASS CO.vcRtIT ANCHORS (SEE SCHEDULE ON Starr 8 & NOTE 7 ON SHEET 1) l�lpvti 1 u CONCRETE ANCHORS (SEE SCHEDULE OM SHEET 8 & NOTE 7 ON Sr HFJ: 1) SEE NOTE CALK-4i ANCHORS (SEE SCHEDULE 0w SHEET 8 & NOTE 7 t . ON vim r) l r / . 0 — $2CTION Bl 1111V% Fi 10s S.S. S.M.& W/ 7/16 NYLON BUSHING Typ. TOP & BOTTOM (EXTERIOR) & BOTTOM (INTERIOR) WALL MOUrNTJNG INSTALLATION - SECTION A SCALE: J /e ■ T MI • POURED =WM; _f /7 7 REWIRED 1 • . 1 1.300 / 1-1 110.4..T" S.S. S.M.S w/ 7/16'..5/8' LONG NYLON BUSHING (Typ. TOP SNTER/OR) oR 111 1 11 11 11 11 11 it U---- C4LX - IN ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHED 1) • ■ o0 S CALE: J /B' = T . ALTCRNATIV£LY 70 1' r Arum ANGLE W/ ANCHOR. DRILL HOLE AT TO INSTALL CALK -IN AT 6 - COVER HOLE WITH NYLON CAPS. POURED CONCRUTI R[ OUIRE EDGE Or SLAB X APPUC.IBL( POURED CONCRETE" OR CONCRETE' Et= WAU REDL RW w,/ r /1L'••7 /e NnLx. BUSHING (lyp. BOl10M) /1031J/4' S.S. S.M.S. 0 12' O.C. TYP a SIDE. 1'3,2 i 1/8' Cont. AL UMf 4/M ANGLE (606J -T6 ALLOY) SEE SCHL: 3UIE FOR -+ MM. SEP.AI*4Tl0N TO I ExIS Enid' GLASS 1 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 & NOTE 7 ON SHEE7 1) II II 11 11 u n 1 II I 1I CONCRETE ANCHORS �T & NOTE 7 ON SHEET 1) /tOrJ' S.S. S.M.S. w/ 7/16'.75/8' ONG NYLON BUSHING (Typ. TOP INTERIOR) 1 ' a o. n — /10tJ' S:S S.M.S. w/ 7/16'.77/8' NYLON ' BUSHING Typ. TOP BOTTOM 80TTTW (INTERIOR) Alt it' it . t, - SECTION Al SCALE :: 3/8' oa E. O. - (D6( DISTANCf (BETE SCHCDULJ sH£U'T e or 1o; NOTE FOR LtiM9wAT10N Or SCC7)OMS : TIALL/110DR/CELJN h C SECnOw5 G N BE COM9mix .Ii ANY MY TO SLIT ANT V. 7ALLA110AL POURED c0NCRFTr R£OUAREG r-- SEE SCHEDULE FOR Yin. SEPARATION TO EXISTING GLASS /104J/4' S.S. S.M.S. OR J /16'$ AI{Im, POP RATTY 0 12' O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 6 & NOTE 7 ON SHEET 1) \r, 1 \ 117-- E. D. EO . EO-1 n .(//%7�/ II 1 t-1.soo' —. CONCRETE ANCHORS LJ P0.WLP Rar (SEE SCHEDULE ON REQUIRED • SHEET 8 & «P11 7 ON SHEET 1) 7/16. S.S. SM.S w/ • NYLON BUSlaltrG Typ. TOP & BOTTOM (EXTERIOR) & BOTTOM (WEER /10rJ/4 SS S1Ls E. 0. PROM w.ie A c c e p t : a w e No 0 - 0 - 2 0 . 7 .0 I Eipirrsti, : Fi ailsi, d: ice: Con trot Division /10aJ' S.S. S.Y.S. w/ 7/16'.x5/8' LONG NYLON BUSHING (To. TOP INTERIOR) OR 3/16'. Alum. POP RhE75 • 12' 0.0 EDGE Or SLAB IF APPUCABL£ • CEILING & FLOOR MOUNT. INSTALLAT. - SECTION B_ _ SCALE:- 3/8 I! - PRODUCT REVISED as complying wish the Florida Raiding Code Acceptance No03- 0 /0 Expiration Dale 0 By Miami Dad Division net Control _ S o3 F.B.C.(H.V.H.L) /MIAMI -DADS OUN Y /1 i[t 1. \ TWIT TESTING & ENGINEERING COMPANY sus XI .L.. fL fir I. WOW CMtp6 rumor 111 CB- 0006719 VW TEA A ALLlT .0.. P. ( FLORX:$ Lk 1 44167 ASSA / RESIDEN77AL BERTHA ACCORDION SHUTTER WILL4RD SHUTTER COMPANY INCORPORATED (ASS, / 180) 4470 NAY. COURT M&&V. FLORIN .11142 aocII•+s TER /lnll•1 NV. 1 .asrs ao oo-/c NV. r • MR • AS SHOWN SCALE 11/19/07 wrr 02 -549 DRAWING No SHIT'T 7 OF 10 POURED CONCRETE REQUIRED SEE SCHEDULE FOR Aral: SEPARATION TD I E rSSTING GLASS /10sJ/I' SS SM.S OR J /16'. Munn. POP 1 RIVETS O 12' O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REOUIREO ALTERNATE LOCATION FOR TOP LAP FASTENERS CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 8 dr NOTE 7 ON SHEET 1) �- E0 0' 1I II II II II 1 CONCRETE ANCHORS (SEE SCHEDULE ON ON SHEET 1 �1F 7 1/4'0 -20 S.S. xJ /4' PAN HEAD PHILLIPS 80L1S W/ CO NUT 0 12' 0.C. 1 u n O /102.' S.S. S.A1.5. W/ 7/16'..5/8' LONG NYLON BUSHING (Typ. TOP. INTERIOR) \-- War S.S. 5.M.S. W/ 7/16'..'7/8' NIMON BUSHING (Typ. TOP & BOTTVM EXTERIOR) & BOTTOM, INTERIOR) /IOrJ /4' S.S. SITS OR t J/16'• Alum. POP RIVETS O •500' -.4 12' 0.0 1/4'I -20 5.5. rJ /4' PAN .HEM PHILLIPS BOLTS W/ NUT 0 12' O.C. WALL MOUNTING INSTALLATION (BUILD-OUT) - SECT101Y C SCALE L/6" _ 1 TYPICAL ELEVATION N r. s E. D. • EDGE DISTANCE (SEE 6 � 01V SHEET NOTE fVR COMBINATION OK SECTIONS : - WALL/TLOOR/CE7LINC MOUNflNG SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. PRODUCT RENEWED as eoaiPlYiog with the Florida Ridding Code Acceptance No 0 - 7 0 3.0 aspiration Date Mani _ Division Control PRODUCT REVISED as complying with the Florida Duidi Code Acrcpl nR ance Ni 0` - G Expiration Dau Hy , Miami Dade tact Control Division 1'- a F.B.C.(H.V.H.Z.) /ML4M1 -DADS COUNTY ,z-y--/}1( IL EC0 INC. .` TILLJT TESTING f- ENGINEERING COMPANY a as tar J1 A- A 217. .14'sa , oMW nano. ano. }.M 1% "woe : (J W10. -1S» . ra (MUM (8 - 0006 7 1 9 ■fAL 7CR A TILLIT .f.., P. 110R11Y Lk. / 44167 ASST / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLIRD SHUTTER COMPANY INCORPORATED (ASS / 180) 1470 I1.1r. »rn COMM MIAMI. FLORIDA 33142 MV. - m.10• Tilt OD-1as -l1 Of1[M71r -R 1 7,17649 AS SHOWN SCALE 74/79/02 DATr 02 -549 DRAWING No SHEET .3 or 10 CC: dCRETE ANCM 0 9' O.C. (SEE VOTE 7 S ON POURED cONCRETE OR coNCRE7r BLOCK WALL REQUIRED 2- x2'.1/8- OR J iJ L09O' ALUMINUM TUBE (606.7- ALLOT) J /te Alum. POP RIVETS OR 114aJ/4 S.S. S.M.S. 0 5 0.C. (To.) GLASS 3/8 • HOLE FOR LOCKING PIN OR () CASE 1 . 2x2'.1/8' OR J'xJ i.09O' ALUMWUM TUBE (6063 -T3 • 7 1 'x1 . 91/8' Cont. Alum. ANGLE (6053 -T6 ALLOY) O OR (BEYOND) (BEYOND OR (BEYOND) OR REAR * (BEYOND) (BEYOND) 1 x 1 i 1/8 Cont. Alum. ANGLE (606.) -T6 ALLOY) 3/16'0 Mum. POP RIVETS OR /1443/4' S.S. S.M.S. 0 6' 0.C. (T,.) CASE 2 SECTION E SCALE: 3/8' = ] " & OR E0 OR @OR@ /4'• -20x1' LONG SS M.S. • MIDHE1GHT or lb 0 FRONT OR REAR (Typ.) SECTION D SCALE: 3/8' = 1 " (4)3/16 "• num. POP RIVETS OR /14.0/4' S.S. S.M.S. (Typ.) (2) ANCHORS EACH ANGLE CASE 3 OR (BEYOND) 1h • OR 0 (BEYOND) c: 3/8 • HOLE FOR LOCKING PIM I/4 -20x LONG S.S. ALS. SECTIONS D. D' & E W/O © SGIL 3/8' - 1 ISOMETRIC (Typ. AT TOP (CORNER POST) & BOTTOM SL 9- 2i7",(1/8 OR .7'.0'..090" Alum. TUBE POS7 2 12x1/8' r TUBES' SIZE Num. ANGLE (2 REQUIRED) (6063 -T6 ALLOY) EDGE OIL S:A0 II POURED CONCRETE OR CONCRETE BLOCK WALL REOUIRED &D0OREO OR €3) OR® SECTION D ' : ONE SIDED SHUTTER END CONNECTION DETAIL PRODUCT RENEWED SCALE: .3/8' = T . as comply 4'i(i¢ the Lurid: Boiding C. 1 ve n t . gr? a Er, C3 — Z 1 _ (. BY Miami Dade y act Control Division ONCRE7E ANCHORS 0 9" O.C. (SC NOTE 7 ON SHEET 1) CONCRETE ANCHORS 0 9" 0.C. (SEE NDTr 7 ON SHEET I) OR (BEIDND) -- NOTE„' ON LOCKS? APPUCAB,E TO LOCK OVALS SHOWN ON INS Sofa • C£NTIZiLU e QjS 1.L ALW4P RE LOCKED Or USHNG LOCK CLP• IYSTALLED FA ON THE RGV( OP swum w/ 1 /4 0-20 • 1' S. S SIDEWILK BOLT SNOW ON SECTIONS I & BOLT PENE7RATE LOCK CUP. AS KU AS O R) ENTTRELX LOCK w. I/2' SL m Emory PIN BEFORE SIDEWALK BOLT 6 TIGHTENED. •• ALTETNN4INUlr 70 USVAS K®LOCK CLIP, CINTERw7rSOe deSHHALL AMPS BE LOCKED 8r INSTALLING A 14' •-20 x 1 S SIDEWALK T TLY Mu BOTH TES MR THIS PURPOSC I & C ENTERWAIE3 SHALL BE PIE- DRILLED AT THE BOLT LOCATION AS TAPPED DOW IN ORO[P TO ACCEPT INC 1/4' 0 - 20 SOtl14LK BOLT. THIS BOLT 4Mr BE INSTALLED FROM OTHER THE FRONT OR REAR OF SHUTTER. REAR * 2' MIN. T / e (erroND) POURED CO OR BL REQUIRED 1/7"•1 1/2' V OR 2-a2' OR V rit.l . OR xe OR x3' xl /8' Num. ANGLE /14x3/4' SS SM.S OR 3/18'0 Num. POP WETS O a' 0.G PRODUCT REVISED) as complying with the Florida Beiding Cale AccNoC�� 0/0 /C Eipir /lion cplsncc Uolc0 - /j1 ZooJ ily ?distal Dad Division act Control F.B.C. (H. V. H.Z.) /ML4Ml —DADE COUNTY IL E C O INC TIWT TESTING t ENGINEERING COMPANY -- St• JIM A A. x►7, 1wvM C•II006. /LAD• - •w..: (.1041117I -MX . re. : (71201171-13J E8- 0006719 ■AL TER A TIUJT Jr. P. E. FLORID• Lit. l '4167 ASS4 / RESIDENTIAL BERTHA ACCORDION SHUTTER WILLARD SHUTTER COMPANY INCORPORATED (ASS / IBO) 4420 N.w. 331n COURT MH4NL RO A 33742 m •m•l• f10 OD- /U rR .1/1400.1 • ra AS SHOWN SCALE 1 1/ 19/02 DATE 02 -549 DRAWING No SHEET • OF ID • 0 /CRETE ANCHORS 0 S 0.C. (SEE 7TE 7 ON S 1)\ — POURED CONCRLTE oR CONCRETE BLOCK WALL REQUIRED 2"021.1/8" OR J aT' x.090' ALUAJNUM TUBE (6063- ALLOY 3//.16'0 Alum. PoP RIVETS OR / I4iJ /4' S.5. SAS. 0 6' 0.C. h NYL ON SCREW HEAD CASE 1 (BEYOND) 2i2 a1/6W J'iJ i.090 ALUMINUM TUBE (6063 -T5 GLASS J/6 • HOLE FOR LOCKING PIN 15 151/6' Cont. Alum ANGLE (6063 -T6 ALLOY ® OR (BEYOND) (BEYOND OR (BEYOND) (BEYOND) Alum. R7VNL/Tt (TYP.) ** ®OR@ (BrFOND) i 1 /6 Cont. Alum. ANGLE (6063 -T6 ALLOY) 1 3/16'. Alum. POP RIVETS OR / 14,3/4 • S.S. S.M.S. O 6' O.C. NT.) CASE 2 SECTION E SCALE: 3 /E' 7 do OD OR CO OR OR NYLON SCREW HEAD OR () SECTION D SCALE J /a' - r' ** 2+251/!' OR J zra.090' ALUMINUM TUBE (6063- ALLOY) (4)3/16'. Alum. POP RIVETS OR /74x3 /4' S.S. 5.M.S. ( .) 42) ANCHORS EACH ANGLE CASE 3 ISOMETRIC Alum. RIVNUT t (Tj,•) OR (BEIDND) ** J /16'r Alum. POP RIVETS ,OR /14+3/4' S.S. S.M.S O 6' 0.0 (Typ.) 2".22 1 /e' of J iJ i.090' Alum. TUBE POST ?Wirt /6" x TUBES' SIZE Alum. ANCL£ (2 REOUIRfD) • (6063 -76 ALLOY) EDCE OF SLAB ( Typ. AT • TOP (CORNER POST) & sorrou 5LABs) J/6' • HOLE FOR LOCKING PIN. J � By Miami Division POURED CONCRETE OP CONCRETE BLOCK WALL REOUIRCD ONCRETE ANCHORS 0 r ac. (SEE NOTE 7 ON SHEET 1) CONCRETE ANCHORS 0 9' O.C. (SEE NOTE 7ON SHEET 1) ONE SIDED SHUTTER : END CONNECTION DETAIL SEAL .3 /E PRODUCT RENEWED compt ieg with the Florins Raiding Code ) Am spates No 0 1— 0,703.0 Control NOTES ON LOCKS : APPLICABLE TO LOCK DETAILS SHOWN ON THIS SHEET. * LOCKER 0 SHA ALWAYS BE USED FOR ANY SPAN AND INSTALL AIION S AT ANY ELEVATION. LOCKER 0 Aur Inc INSIDE OR OUTSIDE LOCKER IF ATTACHED TO Q )dr ) W/ 1/4' • -20 r 1' LONG 5. S. THREADED BOLT / 1 4 . -20 r s/E'LNTERNALLY THREADED ALUMINUM RIVHU. SEE INSTALLATION DETAIL ON THIS SHEET. no FOP INSTALLA ONS AT ANY ELEVATION or BUILDING AND IN ADDIRON TO LOCKERS. A REGULAR 7 LOCK MAY BE USED FOR. SECUR PURPOSES AT ANY DESIRED LOCATION OF CENTERMATE (INSIDE OR OUTSIDE). WHEN USED INSIDE. MINIMUM SEPARATION TD GLASS SHALL ALSO B£ VERIFIED FROM THE TIP Or SUCH T LOCK OR FROM THE OTHER SHUTTER COMPONENTS SHOWN ON SECTION D (WHICHEVER 5 MORE CRIIC4L). t SERIES 9444 ALUMINUM (2024 -TJ ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART / OB20. AS MANUFACTURED BY AVVEL CHERRY 1EXTORRN. PARSIPPENY. NEW JERSEY 07054 OR EQUAL / 14a3/4' S.S. 5.M.5. OR J /16'• Alum. POP RIVETS • 9' 0.C. rRODUCT REVISED ns cnmplvinl with the Fluid!) Raiding CmIc Acceptance Na 3 - 0 I 0 6.15 Espi Lion Date° :7417 • fly _ Miami Dad • et Castro! Division F.B. C. (H. V. H.Z.) /MIAMI -DADE COUNTY /1 TDIE ' ,Nc. TILUT TESTING t ENGINEERING COMPANY (Ms t• .1M. A A 117. WON. COMM elbO 111N n... (Test -rya . (=Um isJ. CB- 0006710 I11AL TEP A TILLIT Jr.. P. C. Ftoalty Lic. / 44167 ASSA / RESIDENTIAL BERTHA ACCORDION SHUTTER W1U.ARD- SHUTTER COMPANY INCORPORATED (AS5. / 160) 442G N. a'. .13Th COURT • • ' • • MLAML FLORIDA 33742 MR. r -- al• YR 1/VAAP MR AS SHOWN SCALE t i/19/07 DATE 02 -549 DRAWING No SNECr 5 OF 70 04a81UM DESIGN LOAD 14 (p.a.4.) auxiArw SHUTTER SPAN 1• (1L) MNI#JM SEtaARAT10N 1D GLASS (kL) SPAN 1• (11.) - •• 85.0 8' -6' J 7/6' J' 67.5 8' -J' 3 7/8' J 90.0 8• -0' J J/8' J' 92.5 7' -9' J J/8' J' 93.0 7' -7' 3 4/6' J' 97.5 7' -5' .3 J 100.0 r -r , J 3/8' J' 1a2.5 7 3 3/8' J 105.0 8' -10' 3 J/8' J' 107.5 6'-8' 3 3/8' J' 170.0 - 6' -7' 3 3/8' J' 112.3 6 J 3/0' J' 115.0 6%-.7' J J/8' J' 117.3 6 -2' J J/8' J' 120.0 6'-0* J ..3/6' 3' 122.5 S' -11' 3 3/8' J' 125.0 5' -9' J 3/8' 3' 127.5 - 5' -8' • 3 3/8' . 3' 130.0 5' -6' 3 3/8' J' 1.323 5' -5' J 3/8' 3' 135.0 3 • - 4' .3 3/6' 3' 137.3 5' -.3' .3 .3/8' .3' 614481LW DESIGN L040 fir• (psi M4xuluW SMJT1ER LIN/MtAV' SLA•RAAON 70 GLASS (In.) SPAN 1• (11.) • « 40.0 11 I • 3 7/8' 3' 4 2 . 5 I r - 11' J 7/8' 3' 45,0 1r -9' 3 7/8' J' 473 r r =T .3 7/e J' 30.0 1 1'-5' J 7/8' J 32.5 31 . ....1" .3 7 /8' J' 35.0 10 -r0 J 7/8' J' 57.5 r0 -T .3 7/0' J' • 80.0 t0' -5' .7 7/8' J 8 .5 10-2' J 7/8' J' 85,0 10'-C' .7 7/8' J 673 1-70' J 7/8' J' 70.0 9 -7 .3 7/8' J' 72.5 9 3 7/8' 3' 75.0 9' - .3 7/8 3' 77.3 9 -2' J 7/8' 3' 80.0 g -D' 3 7 / 8 ' J' 82.5 8' -9' .7 7/8' .3' • MLAXIARAI DESIGN LOAD 1r (p. ILL) MA3IMUM SHUTTER GRAN 1' 01.) MNNIUM SEPAR4r10N . TD GLASS (ire) J J /0' >'8' -0 TD 12'-O' 740.0 5' -2' J 4/8 .1' 142.3 5' -1' J J/0 J' 145.0 5'-0' J 3/8' - J' 147.3 4'-11' .7 3/0' J' 130.0 4 - rO' .3 J/ J' 132.5 - 4' -11' J J/8 .1' 155.0 4 J a/8' J 1573 4' -7' 3 3/8' '.- . 3' . 1640 4' -I 3 .V 3' 1623 4 =5' J 3/0' J' 165.0 4' -4' J J/8' J' 167.3 4' -4' 3 .V0' J' 170.0 4' -3' 3 3/8' J' 172.5 4' -2' 3 3/8' 3' 175.0 4' - 1' 3 .3/8' J' 177.5 4 •• l' .3 J/8' 3' 180.0 4 ' -0' 3.3/8' 3' SHUTTER SAW 1' (RJ MASAN SEPARATION Las OR EGLML THAN 8'-0' J J /0' >'8' -0 TD 12'-O' .3 7/8' NOTE: i . 4. • . ♦ 11 41 • It .• (VALID FOR SECT IONS A, A1 & C ON SHEET 2 & 3 OF 10). DESIGN PRESSURE RATING CORRESPONDS ONLY TO N£G4TIVc PRESSURE (SUCTION) LOADS. IN ACCORDANCE WITH ASCE 7 -98 CRITERIA FOR A GIVEN OPENING. 17 NEGATIVE PRESSURE ;VALUES COMPL WITH THE REOUIRCD PRESSURE rOP. THE OPENING. THE POSITIVE PRESSURE WILL AUTOMATICALLY OUALIrY AND NCC0 NOT TO B: CHECKED. • roR .57*/17ER5 INSTALLED w!1*fAC of f)RST 30' -O' E1/141/044 or BUYDIVG SEE TABLE 11DR AANLMUAM SEPARA7ON TO GLASS FOR SPANS SHORTER TIMN THE 1•10WUM ALLDUEO SHOWN ON SCHEDULE. •. fOR SHUTTERS INSTALLED ABWE JO' -D' ELEVAT►ON "Or Bl8J INC. UCASURC0 AT BOTTOM or SHUTTER • • TABLE 1; MWVW 3>fi4RAT10N 6ti71■EDI MASS MO SHUTTER FOR A L;Ol.Of UTTER SAN 1' 1128 SHUTTERS INSTALLED W11l0V TIE MST 30'-0' ABOVE GRADE Or A GIVEN BtPLAPA".. 30' -0' ELEVARON SN4LL OE MEASURED AT BOTTOM Of SHUTTER SEPARATION 10 BC masts= As av01GLTLD Ov SEC11ON O. SHEET 4 OH' 70. guiding Cot4e Acceptance floc - 07 03 . G II Divisi on Dogie,Prodnct CaaL PRODUCT REVISED as rnmplpin; with thr Florida Raiding Codc Acceptance No .3 I Expi lion Date • Lniil By 1 • Miami Ds Divisios /i iu iM. \ TTLUT TESTING 8 ENGINEERING COMPANY OW M/ AIM A- As )t7. NOW CORM. /tGlo. 1110/ aw... (X1:01171.. IWO . 7 7I7I -IyI EH- 0006 WALTER A T1UJT J'.. P. E. fLOPiL 4 Lk. / 44 167 ASS4 / RESIDENTIAL BERTHA ACCORDION SHUTTER WILURD SHUTTER COMPANY INCORPORATED (4554 / 780) 4470 N.W. JStn OOURT MIAW :. fLORIDA .33142 N. Sr Mane Art arr. fI/I a OLD pp -I/71 rn AS SNOW SCALt 1 11/,9/82 DATE . 02 -549 DRAWING Pie Parr 6 or I0 roducl Coolml lob•ls Zoo? .) /MIAMI -DADE COUNTY 1/4`0x1 1/2' S.S. LAG SCREW 0 4' O.C. T SEE SCHEDULE EXISIJNC i SEPARATION FOR Min. G.� • TO GLASS 7/8'A73/32' WING NUT 0 0 6' O. 1/4'/x1 1/2" LAG SCREWS 0 6' O.C. .1875' Cont. 1.125• .1875 Cont. 7/8'/x3/,72' WING NUT • EVERY STUD 0 12' O.C. 4'x8' (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXLST7NG WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 2'x6 WOOD DECK REQUIRED 1/4 5.5. SIDEWALK BOLTS, W/3/4' SLOTTED WAD. FIXED INTERIORLY REMOVABLE PANEL THRU KEY FROLE 2 O 6' 0.C. W/1/4"-20 NUT AT REAR. .050' 1/4' HOLE 0 6' O.C. DETAIL 2 — INSTALLATION OF 1/4"x 1 SIDEWALK BOLTS 0 REMOVABLE- PANEL SCALE: 1' m 1' REMOVABLE PANEL 1/4'0.0 1/2' S.S. 1A0 SCREW 0 4' O.C. ( egtIC } SEE SCHEDULE FOR Min. SEPARATION I TO GLASS DETAIL 2 1/4 "0x1 1/2" LAG SCREWS 0 6' O.G ALTERNATIVE 1 9A ALTERNATIVE 198 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 19 SCALE : 1/4' = 1' ALTERNATIVELY, TRACK ® MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHOWN ON ALTERNATIVE 9A, SHEET 13 OF 15. Cont. 7/8'03/32" EVERY STUD 0 12' 0.0. m • Ed v 0 2x6 WOOD 000( REQUIRED INTERIORLY REMOVABLE PANELQI W/ SIDEWALK BOLTS DETAIL 2) CONN TO THRU 5/9'0 1/4%1 1/2' LAG HOLES AT 1 0 6" ac & FASTENED SCREWS co 6' O.C. AT REAR W 7/8'0x3/32' WING NUT 0 EVERY SIDEWALK BOLT. NOTE FOR COMBINATION OF SECTIONS: FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1/4'1 x 1 1/2' S.S. LAG SCREW 0 4' O.C. NC--A SEE SCHEDULE i SEEPNARA Min. I TO GLASS Cont. ALTERNATE LEG LOG NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP ; O +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. Z SURFACED O DP.Y »TI71 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. Cont. 7/8'03/32' WING NUT 0 EVERY STUD 0 12' 0.0. 1/4'10x1 1/2' S.S. LAG SCREW 0 4' 0.C. 4'x8' (Min.) EXISTING WOOD BEAM REOUIRED. STRUCTURAL ADEQUACY OF EXISTING W000 BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. CO 2x6 MOOD DECK REQUIRED f RENO T NC J SEE SCHEDULE SEPARATION TO GLASS Cont. ALTERNATE LEG LOCATION INTER ORLY REMOVABLE PANEL OW/ W/ SIDEWALK BOLTS EE DETAIL 2) CONN TED TO 1 THRU 5/8'1 HOLES AT 11 0 6' 0.0 & FASTENS) AT REAR W 7/8'/x3/32' WING NUT 0 EVERY SIDEWALK BOLT. Cont. DETAIL 2 7/8'03/32' WING NUT O EVERY STUD 0 12' O.C. 1 /4'1x1 1/2" LAG SCREWS 0.6' 0.0 ALTERNATIVE 20A ALTERNATIVE 208 CEILING & FLOOR MOUNTING INSTALLATION SECTIONS 20 SCALE : 1/4' = 1' INSTALLATION DETAILS ON EX /STING WOOD BUILDINGS 7 . A 9 IAA / IL ECOINc.\ TILUT TESTING & ENGINEERING COMPANY 5.25 NW. 3661 St. Sta. 217 1861•11 GRpEN; FI 53165 Phone : (305671 -1530. Fo : 0o31271 -153 £B- 0006719 WALTER A TILUT Jr. P. E. FLORIDA Lk. f 44167 0.050" SOLID BERTHA ALUMINUM STORM PANEL WV. w EASTERN METAL SUPPLY, INC 4268 WESTRQADS DRIVE RIVIERA BEAM FL .33407 otsomninv OLD 01 -056 Mfr 7/SI/W By Miami Da Division 2 Jr 6' W1000 DECK REQUIRED PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 0 Expiration Date roduct Control F.B.C.(H.V.H.Z.) /MIAMI —DADS COUNTY 7• oZ 09 AS SHOWN SCALE 7/2/0.3 DATE 03 -141 DRAWING No SHEET 15 OF 15 1/4'0x1 1/2" S.S. LAG SCREW 0 4' D.C. SEE SCHEDULE FOR Min. SEPARATION TO GLASS _t_ ALTERNATIVE 15 7/8'/x3/12' � STUD 0 12' O.C. ALTERNATE LEG LOCATION 2 z6" WOOD DECK REQUIRED (No RNISH ALLOWED) Cont 1/41x1 1/2" LAG SCREWS O 6" 0.0 4'x8' (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. Cont. ALTERNATIVE 16 * 3 z 1 CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 1/4' - 1' i WOOD HEADER REQUIRED EXISTING 254' STUDS 0 18' ac Max. REO'D 1 7/8' Min. PENETRATION 11 11 11 11 11 11 B RICK SILL PUITE WOOD : 2'x4' , I /. , ,4 7/8' Min.' �, PETNETRAnoN 114 ' . 500' Am 1111 r, 1/4"0x8" &C0 mole PANELMi4E TVAS ANCHORS 0 6' O.C. 70 EXISTING PLYWOOD NOTE FOR COMBINATION OF SECTIONS: WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 2' r Max. AWLS,. 0 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 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. EXISTING • STEEL ANGLE UNTEL AS APPLICABLE DOSING Min. 1/2' PLYWOOD REQ D (TYP) W/ FASTENING 1D STUDS AS PER SECTION 2909 OF THE SOUTH FL. BUILDING CODE EXISTING BRICK VEENER SEE SCHEDULE 11 FOR Min. 11 S TD GLASS DOTING BRICK SILL ALTERNATIVE 17 * * VALID FOR Max. +63.5, —63.5 psf. BUILD -OUT INSTALLATION SCALE : 1/4' = 1' ENSUNC AASHNG AS APPUCASLE 1/4'0x8' ELCO male PANELMATE TVAS ANCHORS 0 12" O.C. ' k 0 N + 1 1/4'0- 20x3/4' BOLTS W/ 7/8163/J2' WUNG NUT • 12' O.0 PRODUCT REVISED WALL MOUNTING INSTALLATIONS as complying with the Flori SECTIONS 1$ * VALID FOR Max. Bolding Cock AcceptanceNo03 —O]O . 'L SCALE : 1/4" = 1' Expi tion Date O :r./47 By Miami Da Division INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS JUL 0 3 200 Art 1 WOOD HEADER REQUIRED 1 SEE SCHEDULE FOR Min. SEPARATION TO GLASS t Control Cont ALTERNATIVE 18A * 1/41x3' LONG LAC SCREWS 0 6' O.C. W/ 1 27/32' Min. PENETRATION TO EXISTING WOOD HEADER. Cont. 1/4'0-20 SS"' 7 /8' 0x3 /32' WANG NUT 0 12' 0.C. /4 LAG SCREWS O 6" O.C. W/ 1 27/32' Min. PENETRATION 0 MIDMDTH OF PLATE /1itliN TILLEY TESTING & ENGINEERING COMPANY 6395 M W. MA. St, SM 217 WPM G4I7C10 S fl 33166 Phone : (307)871 -1320 . For : (30.7)871 -1331 t. 8- 0006719 mix w WALTER A TIWT Jr P. E FLORIDA Lk. / 44167 1 =m IRM I 1 WOOD HEADER 1 REQUIRED 1SEE SCHEDULE FOR Min. SEPARATION TO GLASS DEVIL 2/15 a ALTERNATIVE mammal 0D o! -0 8 as 7/2/D3 18B * 1/411x3" LONG LAC SCREWS 0 6' O.C. W/ 1 27/32' Min. PENETRATION TO EXISTING WOOD HEADER. /4 LAG SCREWS • 6" O.0 W/ 1 27/32" Min. PENETRATION 0 MIDWIOTH OF PLATE INTERIORLY REMOVABLE PANEL Oi W/ SIDEWALK BOLTS � ( � SEE DETAIL 2) CONNE TO 1 THRU 5/8'0 HOLES AT 0 6' 0.0 & FASTENED AT REAR W 7/8'0x.3/32' WINO NUT 0 EVERY SIDEWALX BOLT. +63.5, —63.5 psf. Cont. y m Q 4 1/41 -20 SS >i BOLTS W/ 7/8%3/32" WING NUT 0 12' 0.C. INSTALLATIONS VALID FOR PANELS (1) USED JOINTLY WITH INTERIORLY REMOVABLE PANELS C F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY 0.050 SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WE37ROADS DRIVE RIVIERA BEACH FL 33407 in No 4 !6>I1 AS SHOWN SCALE 7 / DA TE E 03 -141 DRAWING No SHEET 14 OF 15 WOOD 7RUSSES OR RAFTER 0 24' O.C. REQUIRED 16e. SEAA24f10N TO CLASS ALTERNATIVE 9A 1 14:43/4 L M.S. O 6` 0.C. 7/8'0x3/32' WING NUT 0 I EVERY STUD -0 12 C. Cont. Cont. 1 1/4%x1 1/2' LAG SCREWS • 6' O.C. ALTERNATIVE 9 2'x6' WOOD DECK REQUIRED (NO FINISH ALLOWED) 1'xex 1/8" Min. (6063 —T5) Alum. TUBE W/ (2)5/16 %x4' LAG SCREWS TO EACH JOIST. . LOCATE SCREW AT MIDWID7H OF EXISTING WOOD MEMBER (2' Min. NOMINAL MMD7H) W/ 2' Min. PENETRATION. NOTE FOR COMBINATION OF SECTIONS; WALL/FLOOR /CEIUNG MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. WOOD TRUSSES L1R R4F7ER 0 24' O.C. REQUIRED 14x3/4 s.3. .M.S. 0 6' O.C. 4- ALTERNATIVE 10 1 1/4 10 —200/4 " BOLTS W/ 7/8%xJ/32' NG NUT 0 1 12' O.C. Cont. 1/40x1 1/2' LAG SCREWS 06'0.C. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, —72.0 psf AND PANEL'S LENGTHS UP TO 9 —O , EXCEPT AS NOTED. 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/ SPEC /FTC DENSITY OF 0.55 OR EQUAL. 2'x6' WOOD DECK REQUIRED (NO LLOWED) ALTERNATIVE 11 CEILING & FLOOR MOUNTING INSTALLATIONS SCALE : 1/4' m 1' 1'x4 X1/8' Min. (608.3—T5) Alum. TUBE W/ (2)5/16 %x4' G SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH O EXISTING WOOD MEMBER (2' Min. NOMINAL WIDTH) W/ 2' Min. PENETRATION. ALTERNATIVE 12 * * VALID FOR Max. +63.5, —63.5 psf. INSTALLATION DETAILS. ON EXISTING WOOD BUILDINGS • JUL 0 3 2003 1/411-20 S.S. BOLTS W/ 7/8'0x3/32' WING NUT O 12' O.C. /4•x3' LAG SCREWS 0 6' O.C. W/ 1 27/32' Min. PENETRATION 0 M /DWIDT1.1 OF PLATE WALL MOUNTING INSTALLA TION SCALE : 1/4` = 1' IL /1 i ,N \ TWIT TESTING & ENGINEERING COMPANY 6595 KM. Jsfh 5L, Sts. 277. MONA 64RO /S. Ft 33166 Phone : (307)871 -1556 . Fax : (06)071 -7351 EB- 0006719 WALTER A 71LJJT Jr. P. E FLORIDA Lk. 44167 a% 6. 1 ALTERNATIVE 14 EASTERN METAL SUPPLY, INC 4268 WES7RQADS DRIVE RIVIERA BEACH. FL 33407 IITG►n6M OLD 01 -0516 a1r 7/2/07 max N. a 7 NNUT0 EVERY STUD • 1 ?' O.G ra. Cont. 1 /410x.r LAG SCREWS 0 6' O.C. W/ 1 27/32' Min. PENETRATON 0 MIDWIDTH OF PLATE. PRODUCT REVISED as complying with the Florida . Balding Code Acceptance No 03 — 0 07. O Eipi Lion Date O :161j( • �8 By Miami Dad act Control Division F.B.C.(H.V.N.Z.) /MIAMI -DADE COUNTY 0.050' SOLID BERTHA ALUMINUM STORM PANEL AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING Na SHEET 13 OF 15 - g■11_ A ipmilmi r , L,_ 0 • 2' x 4' PLA REQUIRED 0 I REQUIRED TO PASS 141 ALTERNATIVE 1 ALTERNATIVE 2 SEE S EDU:E FOR SEPAR4TION To GLASS 1810 4 14 -2 0 S.S. /8 % %32' WING NUT 0 12' O.C. ALTERNATIVE 3 1/4%x3' LONG LAC SCREWS 0 6' O.C. W/ 1 27/32' Min. PENETRATION 70 EXISTING WOOD HEADER. 7/8%x3/32' WING NUT • EVERY STUD O 12' O.C. Cont. Cont. Cont. /4'0x3' LAC SCREWS • 6' 0.C. W/ 1 27/32' Min. PENETRATION 0 MIDWIDTH OF PLATE 1/4'11x3' LAG SCREWS 0 6' 0.C. W/ f 27/32' Min. PENETRATION 0 MIDWIDTH OF PLATE 0 $FAIrin 1111 " a1, 0 I REQUIRED L SE satexar FOR Na. SfFKRAnQN TO GLASS I 114x3/4' S.S SM.S 0 6 O.C. 1 'x2'x 1/8' (Min.) Alum. TUBE W/ 1/4"0x4' LONG LAG SCREWS 0 6' 0.C. W 1 27/32' Min. PENETRATION TO EXISTING WOOD HEADER. $i ALTERNATIVE 4 Cont. Cont. 414-20 S.S. 7/6'10x3/32" WING NUT 0 12' 0.C. 1 'x4'x 1/8' (Min.) 6063 —T5 Alum. TUBE (Cont.) (2)1/4'Rx4' LAG SCREWS 0 EACH STUD (MIDWIDTH OF STUD. 2' Min. NOMINAL) AND W/ 2' Min. PENETRATION INTO EXIS11NG STUD. NOTE FOR COMBINATION OF SECTIONS; WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. W000 HEADER I REQUIRED •H1. salmis FoR sEPARVITION TO PASS SECTIONS A NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9' -O ; EXCEPT AS NOTED. 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. 1/4%13' LONG LAG SCREWS 0 6' 0.C. W/ 1 27/32' Min. PENETRATION TO EXISTING WOOD HEADER. ALTERNATIVE 5 ALTERNATIVE 6 \� Cont. 1/4"0-20 S.S. OLTS W/ 7/811x3/32' WING NUT 0 12' O.C. 1/4143' LAG SCREWS 0 6' 0.C. W/ 1 27/32' Min. PENETRATION 0 MIDWIDTH OF PLATE WALL MOUNTING INSTALLATIONS SCALE : 1/4' — 1' JUF O 3' 2003 I3 0 WOOD HEADER REQUIRED L SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4"111x3" LONG LAG SCREWS 0 6' O.C. W/ 1 27/32' Min. PENETRATION TO EXISTING WOOD HEADER. Cont. ALTERNATIVE 7 1/410-20 S.S. BOLTS 0 12' O.C. W/ NUT & WASHER 1' Min. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS i tIiE INC. \ TILL? TESTING & ENGINEERING COMPANY .SAS HW. MM. St, Stn 217. WOW C1RLE1A FL 13166 Phan.: (X6)071 -1330 . For : (X5)071-13.11 EH- 0006719 WALTER A T7LL/T Jr. P. E FLORLD4 Lk. / 44167 2 A SEE SCHEDULE FOR Min. SEPARATION 7O GLASS WOOD PLATE REQUIRED 4 ALTERNATIVE t� .433' 0.D. x .634' LONG BRASS BUSHING W/ 1/414-20x2' S.S. S.M.S. 0 12' 0.C. FOR SPANS UP TO 5'—g' AND 0 6' 0.C. FOR SPANS UP TO 9' -0' Max. OR 1/411-20 ELCO mole /female PANELMAT E 0 12' ac. w/ 1 7 Min. PENETRATION FOR SPAN UP TO 9' -0' �— 0 M!D*IDTH OF PLATE r -- .43.3' 0.D. x 634 LONG BRASS BUSHING W/ 1/411-20x2' .7 S.S. S.M.S. 0 12' 0.C. FOR SPANS UP TO 5' -9' AND • 6' 0.C. FOR SPANS UP 7O 9 =0' Sfax. OR 1/411-20 ELCO male/ female PANELMATE 0 12' 0.C. W/ 1 7/8' Min. PENETRATION FOR SPANS UP 7O 9' - O PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No03 - 0 07 . oZ Expi lion Date 0 By Miami 1 . , i duct Control Division F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY 0.050" SOLID BERTHA ALUMINUM STORM PANEL AS SHOWN SCALE MX N. EASTERN METAL SUPPLY, INC onowncw OLD 01-ase 4268 WESTRO4DS DRIVE RIVIERA BEACH. fl. .33407 MT( 7/2/03 pax N. Glr 7/2/03 DATE 03 -141 DRAWING No F15 * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE,; FOR E D. LESS THAN 3 1/2' REDUCE ANCHOR SPACING BT MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (NOTE Min. E D. FOR CALK-IN ANCHORS I5 2 1/27 FOR THIS OPERATION 70 BE POSfBLE 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 554, ZAMAC N IUNG, PANELM4TE OR PANELM4TE PLUS. CALK-IN CF DIP-GRIP J' .86 .73 1.00 2 1/2' .71 .50 .80 2' .50 - - ANCHOR TYPE ANCHOR SAACTNG REGULAR TAPCON 410 S.S. TAPCON, CRETE-FLEX 5S4, ZAMAC NAIUNG CF TAP -GRIP, PANELAATE OR PANELM4TE PLUS 3.0' CALK - IN 2.5' MAXIMUM DESIGN PRESSURE RATING "ir (p.s.f.) AND CORRESPONDING MAEMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES MAXIMUM DESIGN LOAD W (p.8J.) +65.0, -77.0 +65.0, -72.0 +i2.0. -73.3 MAXIMUM ANCHORS SPACING POI? E 0. - 3 1/2'* REGU. R TAPCONS TO CONCRETE TO MASONRY CALIF -IN TO CONCRETE TO MASONRY 6 12" 12' 12' 12" 12" 12' 12" 12' 12' 9 1/2' 8 1/2' N/A 9 N /A, 12" 6' 6' 6 6' N/A N/A 7' N/A 7' N/A 7' N/A 7' WA 5 1/2" N/A N/A N/A N/A 7 1/2" N/A 6' N/A N/A N/A CRETE -FLDT SSA 70 CONCRETE 70 MASONRY 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 12" N/A N/A N/A N/A N/ N/A N/A N/A N/A IK/A N/A N/ N/A N/A N/A N/A N/A N/A N/A 12' N/A N/A N/A N/A N/A • ZAMNC NAILS TO CONCRETE TO MASONRY 3' 11" 11" 11" 71" 11" 11" 11' 9 1/2" 6 1/2' 5 1/2" N/A N/A N/A N/A 6" 6' 6' 5 ' N/A N/A N/A N/A a" N/A 6" WA 6 1/2' PI/ N/A N/A w A N/ N/A N/A 6 N/A WA N/A 6' 12' 12" 12" 12" 12' 12" 12' 12' 12" 10" 8 1/2' 12" 9 1/2' • 12" 12" 6' 6' 6' 6' 6" N/A 10' WA 10' WA 10' WA 10' WA 8' WA N/A 6' N/A 6' 10 1/2' N/A 6" N/A N/A 6' Cr TAP -GRIP TO CONCRETT TO MASONRY 3 1/2" 12" 12' 12" 12' 12' 12" 12' 12' 10" 7 ' 6' 12" N/A N/A N/A 6 6' 6 5 1/2" 6 ' N/A B 1/2' N /A 6 1/2' WA 6 1/2' WA 6 1/2' WA 5" WA N/A 6' N/A N/A N/A VA 6' N/A WA 6" PANELMATES TO CONCRETE 70 MASONRY 2 1/2' 9 1/2' 9 1/2' 9 1/2' 9 1/2" 9 1/2' 9 1/2' 9 1/2' 9 1/2' 7 1/2' 5 " 4 1/2" 6' 11' 12" 12" 6" 6 " 5' 4' 6" N/A 9 1/2" N/A 9 1/2' N/A 9 1/2" N/A 9 1/2' 7 1/2" N/A N/A 6 N/A 6' 10' N/A 6' N/A N/A 6' PANELMNTE PLUS TO CONCRETE TO MASONRY N/A N/A N/A PI/A PI/A N/A N/A N/ A W A N/A N/A 12" 12' 12' N/A • N/A WA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/ A N/A WA N/A N/A N/A 6' 8 1/2" N/A N/A N/A N/A N/A 410 IS TAPCON TO CONCRETE TO MASONRY P(/A N/A IVA N/A WA N/A N/A W A WA PI/A PI/A N/A 10' N/A 12" N/A N/A wA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A WA N/A 9' N/A N/A N/A N/A N/A APPUCABLE TO .SECTIONS # & ANY COMBINATION OF THEM 1 (TOP) 1 (BOTTOM) 2 MP) 2 (BOTTOM) J (TOP) 3 (BOTTOM) 4 (TOP) 4 (BOTTOM) 5 (TOP) 5 (BOTTOM) 6 (TOP/BOTTOM) 7 (TOP/BOTTOM) 8 (10f'/B0T1011) 7 (TOP/BOTTOM) 11 (TOP) 11 (00770M) 2 (TOP) 2 MOTION) 6 (TOP/BOTTOM) 7 (TOP /BOTTOM) 8 (TOP /BOTTOM) MAXIMUM PANEL LENGTH 1' (R.) 9 OR LESS 9 -0' OR LESS 9' -0" 70 10' -0' ANCHORS LEGEND E. D. = EDGE DISTANCE PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No 03- O 0 • O Z EXpi lion Date 6 ; 6l - 0 8 By I I Miami D: ∎ uct Control Division F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY 0.050" SOLID BERTHA ALUMINUM STORM PANEL / 1 N C. EASTERN METAL SUPPLY, INC n TILDJT TESTING & ENGINEERING COMPANY 4268 WEEACH, FL 3344E JUL 0 3 6 535 Nw. Mt. St, St& 217 WAN 048004 � ,3166 RIVIERA BEAD{ FL 33407 JU 0 3 003 Phone : (X5)671 -1530 . Fax : 43100571-11.11 6r RIM 013G1•11171 013G1•11171 aAm �c M. 6lsa�rnaw 34I3 E9- 0006719 WALTER A. T7LUT Jr. P. E t OW 01 -458 7"/03 3 FLOMO4 Lie. / 44167 , - - 4 AS SHOWN SCALE 7 DA TE 03 -141 DRAWING No SHEET 11 OF 15 ` motzstuu DESILIN LOAD W (as ACT ML E 0. AWXWUM ANCHORS SPACING FAR E. 0. a 3 1 /2'f APPLICABLE TO SECTIONS / & ANr COMBINATION OF THEM M4XJMUM PANEL LENGTH t' (n.) CF TAP—GRIP REGULAR TAPCONS CRETE - FLEX SS4 ZAW4C NAIUN CALK - IN CF TAP - GRIP PANUMAIES PA ELWATE PLUS 410 S.S. TAPCON T) TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO A4ASONRY TO CONCRETE TO MASONRY TV CONCRETE TO MASONRY TO COVCRETE TO MASONRY +63.5, . 8' WA N/A N/A 4' N/A 8' N/A 5' N/A 3 1 /2' N/A N/A WA N/A N/A 1 (TOP) 9 -0 OR LESS 12' 8' N/A N/A 12' 10' 12' 12' 12' 8' 11" 11' 12' 12' N/A WA 1 (BOTTOM) • 12' N/A N/A N/A 12' N/A 12' N/A 12' N/A 11' N/A N/A N/A N/A N/A 2 (TOP) 12' 8' N/A WA 12' 10' 12' 12' 12' 8' 11' 11' 12' 12' N/A N/A 2 (BOTTOM) 12 • N/A WA N/A 12' WA 12' N/A 12' N/A 11' N/A N/A N/A WA N/A 3 (TOP) 12' 8' N/A N/A 12' 10' 12' 12' 12' 8' 11' 11' 12' 12' N/A N/A+ • • 3 (BOTTOM) 12' WA N/A N/A 12' N/A 12' WA 12' WA 11' WA N/A WA WA N/A 4 (TOP) 12' 8' N/A WA 12' 10' 12' 12' 12' 8" 11' 11' 12' 12' N/A N/A 4 (BOTTOM) 12' N/A N/A WA 12' N/A 12' WA 12' WA 11' N/A N/A N/A N/A N/A 5 (TOP) 12' 8" N/A N/A 12' 10" 12' 12' 12" 8" 11' 11' 12' 12' WA N/A 5 (BOTTOM) 11' N/A 12' N/A 7 1/2" N/A 11 1/2' N/A 8 1/2' N/A 12' WA 12' N/A 12' WA 6 (TOP/BOTTOM) —63.5 10' I(/A 12" WA 6 1/2' WA 10 1/2' N/A 7" WA 12' N/A 12' WA 11' N(/A 7 (TOP /BOTTOM) N/A N/A N/A WA WA WA 12' 12' 12' 6' 6' 6' 12' 12' N/A I(/A 8 (TOP /BOTTOM) 12' WA 12' N/A N/A N/A 12' WA N/A N/A 12' N/A 12' N/A 12' WA 9 (TOP) 12' 8" 12' 12' WA N/A 12' 12' N/A t(/A 12' 11' 12' 9'' 12' 10' 9 (B0770M) N/A N/A WA N/A N/A N/A 12' 6' N/A N/A 12' 6' 12' . 6' N/A N/A 10 (TOP) 12' 7 1/2' 12' 12' WA N/A 12' 10 1/2" WA N/A 12' 10' 12' 8 1/2' 12' 9" 10 (BOTTOM) WA N/A N/A WA N/A N/A WA N/A N/A N/A 12' 11' N/A N/A N/A WA 13 (TOP) WA WA N/A N/A N/A N/A N/A N/A WA N/A 12' 6' WA WA WA WA 13 (BOTTOM) 12' N/A 12' N/A N/A N/A 12' N/A WA WA 12' WA 12' WA 12' WA 14 (TOP) 12' 8' 12' 12' N/A N/A 12' 12' N/A N/A 12' 11' 12' 9' 12' 10' 14 (807704,) 12' WA 12' WA N/A N/A 12' N/A N/A N/A • 12' N(/A 12' WA 12' WA 12 (TOP) 11' WA 12' N/A WA N/A 11 1/2' N/A N/A N/A 12' WA 12' N/A 12' WA 12 (BOTTOM) 12' WA 12' N/A WA N/A 12' WA WA N/A 12' N/A . 12' WA 12' WA 15 (TOP) 11' WA 12' WA N/A N/A 11 1/2' WA N/A N/A 12' WA 12' WA 12' N/A 15 (B07713M) 12' WA 12' WA N/A WA 12' WA N/A WA 12' WA 12' N/A 12' WA 16 (TOP) 11' WA 12' N/A WA N/A 11 1/2' N/A WA N/A 12' WA 12' WA 12' WA 16 (BOTTOM) +65.0, —65.0 6' WA N/A N/A 6' N/A 6' 14/A 6' N/A 6' N/A N/A WA WA rl/A 2 (TOP) 9 -0' TO 10 6' 6' N/A WA 6' 6' 6' 6' 6' 6' 6' 6' WA WA WA N/A 2 (BOTTOM) 6' N/A N/A WA 6' N/A 6' WA 6' N/A 5 1/2' 14/A WA WA WA WA 6 (TOP/BOTTOM) 6' WA N/A WA 5 1/2' N/A 6' N/A 6' N/A 4 1/2' WA WA N/A N/A N/A 7 (TOPj/BOTT.OM) WA WA WA WA N/A WA 6' 6' 6' 6" 6' 6' WA WA N/A WA 8 (TOP /BOTTOM) • MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR E D. LESS THAN 3 1/21 REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE Min. E D. FOR CALK —IN ANCHORS LS 2 1//2') FOR THIS OPERATION TO BE POSIBLE REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FDR EACH ANCHOR TYPE AT ANCHORS LEGEND. ACT ML E 0. FACTOR APCON, CRETE —FLEX SS4, REGULAR TAPCON, 410 S.S. TAPCON Z41,41C NAILING. PANELMATE OR PANELANTE PLUS. CALK —!N CF TAP—GRIP 3' .86 .75 1.00 2 1/2' .71 .50 .80 2" .50 — — ANCHOR TYPE ' Mtn. ANCHOR VACING, REGULAR TAPCON. 410 S.S. TAPCON, CRETE —FLEX SS4, ZAMAC NAILING, CF TAP —GRIP, PANELM4TE OR PANEIMATE PLUS. 3.0' CALK-IN 2.5' MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f,) AND CORRESPONDING MAXIMUM 4NCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURE4' ANCHORS LEGEND /1 ifl? HC . \ 17LLIT TESTING & ENGINEERING COMPANY 6393 MW. J6tA 3Y, Saw 217. N1PGA$4 4:48006. 11 33166 Mon.: (305)671 -7330. Fa : (303)87I - 7331 EB- 0006719 WALTER A. 7RUT .A. P. E FLORIDA Uc. 44167 JUL 0 3 2003 0.050' SOLID BERTHA ALUMINUM STORM PANEL MX N. EASTERN METAL SUPPLY, INC 4268 WESTRQ4DS DRIVE RIVIERA BEACH. Fl 33407 oatar1 ato of -Q76 CNN 7/2/x3 E. 0. = EDGE DISTANCE PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 03— 0 707. 02 Expi Lion 1 ate O : o . 08 B M mi Da Division uct Control F.B.C.(H.V.H.7.) /MIAMI —DADE COUNTY Mt R. aar AS SHOWN SCALE 7/2/0J DATE 03 -141 DRAWING No SHEET 10 OF 15 1.50 Max I 1 Min. 0 I- I Max. 1 Min. 15.119" (TOTAL WIDTH) 12.000" (EFFECTIVE WIDTH) 4.473" •500' 4.473" AS APPLICABLE MP.) --I 2.125" I-- 3.875' 2.125" k- FULL PANEL CONCRETE ANCHORS (SEE SCHEDULE) 0 1 500" CONCRETE ANCHORS (SEE SCHEDULE) SOLID STORM PANEL TYPICAL ELEVATION N. T. S. SECTION A -A N. T. S. Q SOLID STORM PANEL SCALE : 1/2 e 1 • 1 1-1/4" Max. GAP 1/4" Max. GAP -- I Max 1 Min. 0 3 " Max. 1 Min. 1.50 9.119" (TOTAL WIDTH) 6.000" (EFFECTIVE WIDTH) 4.473" AS APPLICABLE (TYP) 2.125' E-- HALF PANEL 1 500" O h PONT. JUL 0 3 GENERAL NOTES 1. STORM PANEL SHOWN O Ai DES PRODUCT APPROVAL DOCUMENT HAS BEEN VERTFED FOR COMPLNNCE IN ACCORDANCE M11H4 TIE 2001 EDITION OF THE FLORIDA BUILDING CODE DESIGN WIND LOADS SHALL BE DETERMINED AS PER scam 1619 OF THE ABOVE MENTIONED CODE: FOR A MSC WM SPEED OF 146 m.p.h. AND N ACCORDANCE W/ ASLE 7 -98 STANDARD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1 6061.4 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORT / 1022.07 -96 AIC / 0221.01 -01 AS PER PA -201, PA -202 AD PA -20. 2. ALL ALUWNUM SHEET METAL PANELS SHALL HAVE 5052 -M32 ALLOY OR 3004 -H34 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMNUM ASSOC4nON 6063 -T6 ALLOY a TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO BE STAINLESS STEEL 304 0R 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 k.1 YIELD POINT AND 90 kW TENSILE STRENGTH. 5. BOLTS TO BE ALUMNUB/ ASSOCIATION 2024 -T4 ALLOY & TEMPER ASTM A -J07 GALVANIZED STEEL OR ASI 304 SERIES STARLESS STEEL, 1117H 36 KM MNMUM MELD 6. ANCHORS TO 116411 SNNLL BE .45 FOLLOWS: (UNLESS OTHERWISE NOTED) (N TD OUTING POURED CONCRETE - 1/4 "1 TAPCWN ANCHORS MANUFACTURED BY I.T.W. 8IA<DHX (REGULAR OR 410 SS.) AND ELCO TEXTRON (REGULAR). - 1/4'1 CRETE -FED( 554 ANCHORS MNNL.FAC7UFED BY O.00 TEXTRON. - 1/4'9 CF TAP -GRP ANCHORS (BERTHA STUD -COMA MANUFACTURED BY TRU -FAST CORPORATION. - 1/4'1 ZAMAC MAIN ANCHORS MNIUFACTURED BY POWERS FASTENING. WC. - 1/4'1 , 7/8' CA4X -W ANCHORS, 1/4 ELCO make & female FAAELM47E' OR ► /4'r act) mat 'PANELLMTE PLUS' MMNUFACTIMED BY POWERS FAS7ENWG. INC. AND ELCO TEXTROK RESPECTIVELY. NOTES: A1) MINIMUM M E T R E N T INTO P O U R E D C O N C R E T E 95 WWI A N C H O R S O R C R E I E F L E X S S 4 6 1 3 / 4 } FOR ZAMAC 444 I 1 I 4 R S 1 J I B ' ; F O R C F TAP -GRIP ANCHORS 6 1 1/41 FOR 5100 PANELMATE AND 5100 malt PANQJN/E PLUS' 6 2'. A.2) 7/e CALK -W ANCHORS SINLL E ENTIRELY 0/BEDDED 9410 THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0 - SCREWS USED 31W1 BE 1 1/2' LONG MINOR& SHOULD STUCCO DST.. AND 1' UNMAN FOR I*4LLS NM NO STUCCO. .4.3) W GUSH THAT PRECAST STONE PRECAST CONCRETE MIEL.S OR PAVERS 6E FOUND ON THE EXIS7NG HALL OR FLOOR ANCHORS SHALL I E LONG ENOUGH TO REACH 77E MAN STRUc1I RE wow SUCK PANELS ANCHORAGE 9ALL 9E AS NDCCA7ED ON NOTES A.1) & A2) ABOVE (e) 10 EX67NO CONCRETE BLOCK NNW - I/4'1 TAPCON ANCHORS MANUFACTURED BY LT.W. BURMA' (REGULAR 0R 410 ES.) AND ELCO TEXTRON ( REGLAR). - 1/4 "I LXlE'1E -FLEX SS4 AN04ORS MANUFACTURED 91 5100 TEXTRON. - 1 /4'I CF 04P -GRP ANCHORS (BURMA STUD -CO1Q MWMFAC7URED eY TRU -EAST CORPORATION. - l/4 "0 ZAM4C 1ALN ANCHORS MANUFACTURED BY' POWERS FAST04148, INC • - 1/4'1 x 7/E CALK -N ANCHORS 1/4'1 5100 male t female 'PAAEUATE" OR 1/4'1 5180 male 'PAT 4447E PLUS' AS MANUFACTURED BY POWERS FASTENING INC. AND ELCO TEXIRLNL R£SPECTa4LY. NOTES Bt) MINIMUM EMBEDMENT OF TAP00N ANCHORS. ZAMAC MAL87 CF TAPCNP, ELCO PANET.MMIE ELCO male 'PANELWTE PUBS' AND CRETE -FLEX SS4. NTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4' 8.2) 7/6' CALK-IN ANCHORS SHALL BE MERIT EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT W70 STUCCO 9k41 BE PER tflED. 1/4'74 -20 SCREWS USED SHALL BE 1 1/2' LONG WNMW SHOULD STUCCO EJOST. AND 1' 1941ULM FOR MALLS M TH NO STUCCO 8.3) N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE COSTING WALL. ANCHORS 94411 LIE LONG ENOUGH NT REACH THE IAN STRUCTURE BEHIND SUCH Aims. ANCHORAGE SHALL BE AS INDICATED ON NOTES N B.1) & B2) ABOV£ (c) ANCHORS SHALL RTE INSTALLED FULLOWNG ALL OF THE RECONr£1G47TONS ANO SPETEIC471O'6 OF THE ANCHOR'S MANUFACTURER 7. PANELS MY ALSO BE INSTALLED HORIZONTALLY 1iX.LOWNG INSTALLATION DETAILS WOW ON SECTIONS 1 T/NU 16 (SHEET 3 THRU 7 OF 15) EXCEPT THAT HEADERS 2. 3 & 4 SHALL NOT BE. USED. & IT SHALL BE THE RESPONSIBLJIY OF THE CONTRACTOR TO VETFY THE SOUNDNESS OF THE SIRUCURE *HERE SHUTTER 6 TO BE ATTACHED 70 INSURE PROPER ANCHORAGE DES SMRTER SHALL ONLY BE ATTACHED TO CONCRL7E BLOCK OR WOOD F7LWE BUILDINGS, A THE IISTALIATION CONTRACTOR 6 TO SEA1/Ci4UX ALL SHUTTER CONPONEM EDGES WHICH MINN IN CONTINUOUS CONTACT MTH THE 8U.SDNG TO PREVENT 11N0/R49 INTRUSION. CAULK AND SEAL STARER TRACKS ALL AROUND FULL LENGTH. 10. STOMt PANEL NSTAL1A7T0N SHALL COMPLY MOH SPECS INDICATED N THIS DRAWING PLUS ANY BOLDING AND ZONeNG REGULATIONS S PROVILIED BY THE JURISDICTION W ERE PERWT 6 APPLED 10. 11. (a) THE PRODUCT APPROVAL DOCUMIENT (PAD.) PREPARED BY DNS ENGINEER IS GENETIC AND DOES NOT PROVIDE INFORMATION FOR VIE SPECFG PROJECT; Le. WHERE DE SITE OONOIITONLS 1361447E FROM 744E PAD. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SE.ECIONL PURCHASE AND INSTALLATION 9ICLUDING LFE SAFETY OF THE PRODUCT BISED ON THIS PRODUCT APPROVAL PRONGED HE/SHE DOES NOT DEVIATE FROM 71E CONDITIONS DETAILED ON 1765 DOCUMENT. CONSTRUCTION S4FE71 AT STE 6 THE CONTRACTOR'S RESPONSIBILITY. (c) TIES PRODUCT APPROVAL DOCUMENT WU. BE CWVSDERED INVALID F MIODFI (d) SITE SPECFIC PROJECTS SHALL BE PREPARED BY A FLOIInA FECfS1ERED ENGINEER 0R ARCHITECT W4/C4 WULL BECOME THE PROFE OF RECORD (P.O.R.) FOR PROJECT AND WHO WILL EE RESPONSIBLE FOR THE PROPER USE OF DE PAD. PROFESSIONAL OF RECORD, ACING AS DELEGATED ENGINEER TO THE PAD. ENGREFR SHALL SUBMIT 70 7765 UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW (.) 115 PAD. SHALL BEAR TIE 041E AND ORIGINAL SEAL AND SIGN4711RE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. 12. SHUTTER WNDFACTU?ER5 LABEL SHALL RE PLACED AT BOTTOM OF EACH PANEL LABEL MAIL READ AS FOLLOWS: L7.STOWI METAL SUPPLY. INC. NtIVSc7R4 85401. FL MIAMI-P4 COUNTY PRODUCT CONTROL APPROVED. /1 iUE NC.\ TILUT TESTING & ENGINEERING COMPANY 6595 NW. J6th St, St& 217. 47800744 CARLEN9. F1 33166 Phone : (307)671 -1530. Fax : (X5)671 -1571 EB- 0006719 am No WALTER A 71LUT Jr. P. E FLORIDA Lie. / 44167 0.050" SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESIRO4DS DRIVE RMER4 BEACH. Fl. 33407 DOCRIPMN OLD 01 -076 MIT MM Nr 7/2/173 a - 4 PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 03 - 070 o Z Expiration Date 0 By Miami Da Division aimIPaaw F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY roduct Control as 08 AS SHOWN SCALE 7/2/03 DATE 0.3-141 DRAWING Na SHEET 1 OF 15 1 • h 3/16" -41- .075' op. 2.470' R.125' R.125' I R.250' ' 1 �� �, • , pp - M h O h _ -h N I - 2.250' --I 2.591' Q 'h HEADER STALE : 3/8 . r 3/16' MAMMY PURE I , .095' 1 1 b I 0 REVERSED 'F" ANGLE TRACK srALE : 4 - 1' (3) 5/8 HOLES AT TOP LINE Pi ( 5/16" HOLES T BOTTOM LINE FOR 1/4'1- 20x1' 52. M4CHPE SCREW TAPCONS 12' 14 3.000' Max. .125' xi 3 -IF - .125' 0 3/16 "x7'x 14' LONG WALL PLATE SoALE J/16' r. 125' ® 3' Max. 'U" BUILD OUT SLILE : 3/411 1' 2.470' r. 125' R.200' R.125' - .075' - .075"- - INFULL R. I 2230' I 2.591' ® 'F' TRACK ANGLE smez : 3;/6- 1- " R.250' 0 STUDDED ANGLE 8063 -T5 Abn. ALLOY SCALE : a/8' _ 1' 12 KEY HOLE AT PANEL. � 2170� R. ?50' R.12.5" _ • , �igS 7 119. r- N I - 2.250' FULL R. 25121 -.075 4® 'U" HEADER STALE : 3/8' I N 11 �i�i���� 11 F-. PARES DETAIL 1: STUD W/ WING NUT IL Q 3" ANGLE BUILD OUT BRACKET sot. : J/D . I 9© MINI WALL 1.75 ANGLE WITH STUD 1© KEY HOLE WASHER 3105 -H154 NUT ALLOY SCALE : 3/1 • 1 STALL 1/2' • 1' ALTERNATE LEG LOCATION © "F' TRACK SLUE : 3/8' . 1' .186' 1.25' Maz- -1 .500 Alm L ®1 1/4' MAX. B. 0. 'F' TRACK SCALE: a/ _ 1• 10 Z'x5'(MAX.)x 1/8' ANGLE WITH STUD SCALD 3/E _ 1 . - 11.090' I .090' PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No o3 - o7 0 Expiration Date 0 By Miami D. j roduet Control Division COMPONENTS .1875' JUG..O 3 2003 /1TrIi TILLIT TESTING & ENGINEERING COMPANY 65f6 - f�L . 36LA SL,SLa 717. WOW CARL$M Ft 33166 Pbo71►� 005)871-1530 row : (303 )871 -1331 EB- 0006719 WALTER A TRLT Jr. P. E FLORIDA Lic. / 44167 0.050 SOLID BERTHA ALUMINUM STORM PANEL AS SHOWN SCALE 6Lr. M. EASTERN METAL SUPPLY, INC 4268 WES7ROADS DRIVE RIVIERA BEOCh4 ft .33407 LxscHna,r OLD 0t-O arr xtt No 7/)N3 a 6arwmwv arc 2 4 7/ DA E 03-141 DRAWING No SHEET 2 OF 15 F.B.C.(H.V.H.Z.) /MIAMI -DADE COUNTY • . CONCRETE ANCHORS (SEE SCHEDULE) POURED C \ CRETE w REQUIRED 7 \\\ \ \ \ \ \ \\, 1 SEE SCHEDULE FOR L Min. SEPARATION TO GLASS //)// ./1 / CONCRETE c // R CK N WE� / REQUIRED CONCRETE (SEE SCHEDULE) 1.125' SECTION 0 ANCHOR POUR e C C R 7/8"x3/32" OR W BLOCK WALL MG NUT 0 1 REQUIRED EVERT STUD 0 12' 0.C. O o H � • j 8 CONCRETE ANCHORS (SEE SCHEDULE) TO GLASS O \ POURED \ CONCRETE REQUIRED —\ \\ \\ \ \ \ \ \ \ \ \ \ \\ \ SEE SCHEDULE FOR Min. SEPARATION 1//4 %- 2 BOLTS W 7/8"x3 J2 4?NC NUT • 12" O.C. / / /)/ ////// POUR EED✓ CONCRETE p / OR CONCRETE BLOCK WALL 4 1 REQUIRED 1.000' Cont. 9 Cont. I I N S - -0 i i, ho j5625' CONCRETE ANCHORS (SEE SCHEDULE) / WALL MOUNTING INSTALLATION SECTION 2 SCALE : 3/8" — 1' E D. a EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) v1 6 4 CONCRETE ANCHORS (SEE SCHEDULE) O \ POURED CONCRETE REQUIRED —\\ \N \ \\ \ \ \ \\.\\ ///// POUR —' CONCRETE ci OR CONCRETE BLOCK NALL 14 REQUIRED I NOTE FOR COMBINATION OF SECTIONS ; WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (SEE SCHEDULE) I SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4 0- 20x3/4" BOLTS W/ 7/8 WING NUT 0 12" O.0 t. BUILD OUT INSTALLATION SECTION 3 SCALE J /8" = 1' Cont. SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION 1 SCALE : 3/8' = 1" NOTE : DETAIL OF SECTION 0 STUD VALID ALSO FOR WALL MOUNTING INSTALLATION — SECTION 2 (TOP) •w JUL 0 3 2003 I TIWT TESTING & ENGINEERING COMPANY assn tIR Jo1h M., ST. 247. MOM G4RX7 . 11 .3165 Phone : (304,$71 -1030. Fm : 000871—LS 31 EB- 0006719 WALTER A. 71WT .k. P. E FLORIDA Lk. if 44167 0.050" SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESIRO4DS DRIVE RMERA BEACH, FL 33407 ■l: M. 1 0001/ MIN OLD o,— ms MAW 7/2/03 RnG R. oaoAPnon M1[ s 4 AS SHOWN SCALE 7 / DATE 03 -141 DRAWING No SHEET 3 OF 15 Cont. • h N � trs a. CONCRETE ANCHORS (SEE SCHEDULE) C \ \ \ \\ \ \ \ \ \\ POURED CONCRETE REQUIRED CONCRETE OR CONCRETE BLOCK WALL REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS ///// ) / /// 1. // 4i I—/ • CONCRETE ANCHO/ (SEE SCHEDULE) / 7/8x3/32" WANG NUT • EVERY STUD 0 12' O.C. Cont. 1.126' BUILD OUT INSTALLATION SECTION 4 SCALE : J /8' = 1 " Cont. o N � 1/4'0-20 ALS Cont. W/ NUT 0 12' O.C. PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No 03 — O 0 •0 2 Expi • tion Dale O :7L•S7' o By . . y /A. Mix I Da Division net Control F.B.C.(H.V.H.Z.) /MIAMI —DARE COUNTY CONCRETE ANCHORS \\ (SEE, SCHEDULE) I_ - -- o POURED 4i \ CONCRETE REQUIRED--\ \ \\\ SEE SCHEDULE FOR Min. SEPARATION TO CLASS 1/4 "0- 20x3/4" BOLTS W/ 7/8'x3/32' WING NUT • 12' O.C. ALTERNATE LEG LOCATION / // / / / / /// / POURED CONCRETE' . OR CONCRETE / REQUIRED BLOCK WALL W / CONCRETE ANCHOR / (SEE SCHEDULE) / Cont. E D. a .EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) 10 Cont. 1/4% -20 5.S. MACHINE BOLT W/ NUT & WASHER O 12' 0.C. 1" Min. BUILD OUT INSTALLATION — SECTION 5 SCALE : 3/8' = 1 NOTE FOR COMBINATION OF SECTIONS; WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. oe N� Cont. V h 1/4'0-20 £5 MACHINE BOLT W/ NUT & WASHER 0 12' O.C. POURED CONCRETE REQUIRED \\)\\\\\\\ CONCRETE ANCHORS (SEE SCHEDULE) f ... SEE SCHEDULE FOR Min. SEPARATION" TO GLASS 9 Cont. - r - E. —E0.- -rEQ.— \ \\N ), \ \ \\ 1:41 Cont. 7/8'x3/32' WING NUT 0 EVERY STUD 0 12' O.C. ^ I 750' 1.1 25' I Min• � 4 POURED II CONCRETE ANCHORS /u E D.— (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE : 3/8' = 1' CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED E. D. 11 II 1 I 1' �1 v JUL 0 3 ZG03 ALTERNATE LEG LOCATION— Cola 1/4"10-20113/4' BOLTS W/ 7/8143 /32' WING NUT • 12' 0.C. _ J [ SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1 1/4 "0- 20x3/4' 7 ; 13173 2 NUT O 12' 0.G .75d' l OC ont /11 Min / / / / / / /// / --/•4 /;I (/ 1 / / / / /// POURED CONCRETE 1 REQUIRED 1 1 / CONCRETE ANCHORS� (SEE SCHEDULE) E. D. CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8' - 1" tn 0 / IL ECO I N C T TESTING a ENGINEERING COMPANY 6597 W. J616. St, Stet 217. 77Rw 4 C4 114 f1 33188 . 005)871-7530 . For . (.73)671 -7531 EB- 0006719 WALTER A TILLIT Jr. P. E FLOR1114 LJc. / 44167 2 CALK -IN OR ELCO mole femole PANELAWE OR CF TAP -GRIP (SEE SCHEDULE) POURED CONCRETE C OR CONCRETE BLOCK WALL REQUIRED "T\\ \ \ \\ .1 POURED •CONCRETE OR CONCRETE BLOCK WALL W REQUIRED OD 07 -858 ( SEE SCHEDULE FOR Min. SEPARATION I 7O GLASS //*/17/// 0 1 CALK -R4 OR ELCO mole/female PANELMATE OR CF TAP -GRIP (SEE SCHEDULE) .750' Min. WALL MOUNTING INSTALLATION (D — SECTION 8 SCALE F.B.C. (H. 0.050" SOLID SOLID BERTHA ALUMINUM STORM PANEL _y. . EASTERN METAL SUPPLY, INC 4268 WESTRQ4DS DRIVE RIVIERA BERG{ FL 33407 OfstsOON ail XY. N. 0411 3 4 AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING No SHEET 4 OF 15 a . M. 3/8' 1' PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No 03 - O O •0 t Expiration Date 0 : 7 Zcag rol DADE COUNTY POURED CONCRETE REQUIRED EXISTING } GLASS CONCRETE ANCHORS (SEE SCHEDULE) I SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4 S.S. M.S. W/ 7/8'IxJ/32 WING NUT 0 12' O.C. POURED CONCRETE OR CONCRETE BLOCK WALL c REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) Cont. E D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) h WALL MOUNTING INSTALLATION SECTION 9 SCALE : 3/8' = 1' 0 00 N3 Cont. NOTE FOR COMBINATION OF SECTIONS; WALL/FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CALK —IN OR ELCO mole /lemole PANELMATE OR ELCO mole /lemole PANELMATE PLUS SIDEWALK BO OR b9 - 20 TRUSSHE AO BOLT + + (SEE SCHEDULE FOR SPACING) POURED CONCRETE REQUIRED 1/4% -20x1' S.S. M.S. W/ 7/8%x3/J2' WING NUT 0 12' 0.C. POURED • CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE FOR Min. SEPARATION TO GLASS E Cont. WALL MOUNTING INSTALLATION SECTION 10 SCALE : 3/8' = 1' + + SIDE WALL( BOLTS ARE 3/4 Mx3 327HICK HEAD MACHINE SCREW w/LENGTH AS PER NOTES 44.2 & B.2 (SHEET 1) TRUSS HEAD BOLTS ARE 1 2'Ixl/8"THICK HEAD MACHINE SCREW W/LENGTH AS PER NOTES A2 & B.2 (SHEET 1) CALK — IN OR ELCO mole /lemole PANELMATE OR ELCO mole /femole PANELMATE PLUS 1//4% -20 SIDEWALK B OLT OR O (V/1/r. -20 TRUSS BOLT + + (SEE SCHEDULE FOR SPACING) \v o \ POURED `" \ CONCRETE REQUIRED \ \ \ \ \ \ \ \ 1 1 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED JUL 0 3. 2003 SEE SCHEDULE FORD Min. SEPARATION I TO GLASS 7/8'1x3/32' WING .NUT 0 EVERY STUD 012'00 7 /8%x.3/J2' WING NUTS 0 12" O.C. WALL MOUNTING INSTALLATION SECTION 11 SCALE : J /8' 1 PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No03 Expiratio Date 0 7 07.02 61 2008 By 2 A ...anIi M " i Daete jL'!..:.;t Control Division /i irw r \ NC. "ILLWT TESTING & ENGINEERING COMPANY 5593 N W. JAM SL, 54 277, WOW CAR1Z71 . FL 3J711 Mont : (30.7671 - ,5x . Far : (307)677 -73J1 EB- 0006719 WALTER .4. TILUT Jr. P. E FLORIDA Lic. / 44167 POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) \ \ \ \ \ \ \ \\ I SEE SCHEDULE FOR E - Min. SEPARATION TO GLASS Arr. M. 7/8'1x3/32" WING NUT 0 EVERY STUD 0 12 "0.. Cont. ALTERNATE LEG LOCATION fnreON LLD o7 -G7e -- E0.4- - E0. \ \ \ \N \ \ 1 ew7r - r a 4 Cont. ' 2 //i i / r /i/ / / / / ////// / 1 I L POURED 1 j • I I CONCRETE. 1 1 u REWIRED / CONCRETE' ANCHORS (SEE SCHEDULE.) CEILING & FLOOR MOUNTING INSTALLATION SECTION 12 SCALE : 3/8' = 1' F.B.C.(H.V..H.Z.) /MIAMI -DADS COUNTY 0.050" SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTROADS DRIVE RIVIERA BEACH, ft 33407 a 547r ►—EDGE OF SLAB IF APPLICABLE AS SHOWN SCALE 7/2/03 DATE 03-141 - DRAWING No SHEET 5 OF 15 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1 1/4" MINL • • PENETRATION 70 CONCRETE BLOCK • • 8: 2' TO CONCRETE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED • • 1/4 "0x7" ELCO male PANELAUTE TVAS ANCHORS (SEE SCHEDULE FOR SPACING). 1u -- 2 1 /4'08" ELCO mole R4NELMA7E TVAS ANCHORS (SEE SCHEDULE FOR SPACING). BUILD OUT INSTALLATION SECTION 13 SCALE : 3/8" = 1' SEE SCHEDULE FOR Min. SEPARATION TO GLASS EXISTING — STEEL LE UNTEL AS 3 1/2" --� Max. Max. EXLS7ING BRICK VEENER IX/ST7NG BRICK VEENER b h... -- 1..-\1511 4 / EXISTING BRICK SILL 1/4"0- 20x3/4" BOLTS W/ 1 7/8'0x3/32' WING NUT O 12"o. �4PAV : . GBLE r • KV A Cont. Cont. E D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) _VOTE FOR COMBINATION OF SFCTTONS ; WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 1/4"0-20x1" IS M.S. W/ 7/8%x3/32" NG NUT 0 12" O.C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) L SEE SCHEDULE FOR Min. SEPARATION TO GLASS c 1 SECTION 14A JUL 032003 .375' Cont. Cont. WALL MOUNTING INSTALLATIONS SECTIONS 14 SCALE : 3/8' = 1' , IL /1 wNC. \ TILUT TESTING & ENGINEERING COMPANY NW. 36th 57., SI". 277. MOW GAl1L><NS R 33166 yAw" : (305)877-1530. Fax : (X.5)871 -1331 EB- 0006719 WALTER A. TAUT Jr. P. E FLORIDA Lic. / 44167 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED 1 POURED CONCRETE OR CONCRETE BLOCK QQUIIRED ' CONCRETE ANCHORS (SEE SCHEDULE) EXISTING GLASS —Al_ SCHEDULE FOR IIIIffT Min. SEPARATION TO GLASS DETAIL 2/7 ti 1/414-20x1" S.S. M.S. W/ 7/8"6x3/32' WING NUT 0 12" 0.C. ////y//// 0 Cont. SECTION 148 INSTALLATIONS VALID FOR PANELS U USED JOINTLY • WITH INTERIORLY REMOVABLE PANELS .375' h r § Cont. INTERIORLY REMOVABLE PANEL O W/ SIDEWALK BOLTS SEE DETAIL 2) CONNECTED 70 1 7HRU 5/8'I HOLES AT 1 1 O 6" 0.0 O FASTENED AT REAR W 7/8 "03/32' WING NUT 0 EVERY SIDEWALK BOLT. PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No o3 Exp . tion Date 0 M iami Da Division F.B. C (H.V.H.Z.) /MIAMI -DADE COUNTY 0.050" SOLID BERTHA ALUMINUM STORM PANEL MK No EASTERN METAL SUPPLY, INC 4268 WESTRQ4DS DRIVE RMERA BEACIt, FL 33407 OlICIIIIION OR[ alt xI CCZCIIMION 011[ 2 eta 01 -038 7/2/G3 3 4 uct Control 707. AS SHOWN SCALE 7/2/03 DATE 03 -141 DRAWING No SHEET 6 OF 15 CONCRETE ANCHORS (SEE SCHEDULE ) \ POURED CONCRETE ` Q. T I ED. REQUIRED n \\\\\\\\N � �r ti SEE SCHEDULE FOR Alin. SEPARATION >a GLASS 1////////////1 / POURED CONCRETE I L7 • REQUIRED CONCRETE ANCHORS fr (SEE SCHEDULE ) 7/8 WPC NUT 0 O 6' QC .1875 .1875' of 4 E. D. ® Cont. 7/8'0x3/32' WING NUT • EVERY STUD 0 12' O.C. z f // / / / i-•-SLAB EDGE OF APPUCABLE E. D.�� 1/4"-20x1" S S SIDEWALK BOLTS. W/3 /4' SLOTTED HEAD, FIXED TO VfERIORLY REMOVABLE PANEL f THRU KEY HOLE J2 o 6 ac. W/ 1/4'-20 NUT AT REAR. 1 —.050" 7/4' HOLE 0 5 O.C. DETAIL 2 - INSTALLATION OF 1/4'14 SIDEWALK BOLTS 0 REMOVABLE PANEL. SCALE: 1' - 1' CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE REQUIRED - E0. Tr EQ. \\ 1 \ \\ \ \ \ \ \ \N r 1r ti REMOVABLE PANG /SEE SCHEDULE FOR I M in. SEPARA 10 GLASS DETAIL 2 M Cont. 7/8'Ix3/32 W1NG NUT 0 EVERY STUD O 12 0.0. / / / / / / / /// ) V/ ////// EDGE OF \ POURED CONCRETE -/ 1 1 1 - / SLAB IF REO APPLICABLE OWED 1 / CONCRETE ANCHORS _A-I � (SEE SCHEDULE) E D. // INTERIORLY REMOVABLE PANEL 1OW /- SE CTION 1 5A SECTION 1 5B slDEWAIx BOLTS EE DETAIL 2) CONNE TO tu THRU 5/8'0 CEILING & FLOOR MOUNTING INSTALLATIONS HOLES AT 1 • 6' O.0 & FASTENED . AT REAR W 7/8 WING NUT SECTIONS 15 o EVERY S/DEWAL/( BOLT. SCALE : 3/8' 1' E. D. • EDGE DISTANCE (SEE SCHEDULE ON SHEET 10 & 11 OF 15) NOTE FOR COMBINATION OF SECTIONS : FLOOR /CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO sun- ANY INSTALLATION. E. D. \ - EQ. - - T - EQ. - \ \ \ \ \ \ \ \ \\ \ \ \ \ \v N\ \\ \ \\\ I li NI SEE SCHEDULE FOR - Min. SEPARATION TO GLASS CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE REQUIRED 7/8'03/22' WING NUT 0 EVERY STUD 0 12 0.C. Cont. ALTERNATE LEG LOCATION N J11f 0 3 2003 o n INSTALLATIONS VALID FOR PANELS U USED JOINTLY WITH INTERIORLY REMOVABLE PANELS (1) SECTION 1 6A Cont. /// ✓ / / / / / / / / / / / / / / / //A I /�/�/ 1 1 1 4- ' -I / II POURED II u / CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE) CEILING & FLOOR MOUNTING SECTIONS 16 SCALE : 3/8' - 1' / IL ECOINC. 3J LJJT TESTING & ENGINEERING COMPANY MAI MW. Je11t. �SU. 217, MASA CAR012; FL 32166 Phone : (3125)871- IMO . Fo : 042171 -13.31 EB- 0006719 WALTER A. TWIT Jr. P. E FLORIDA Lk. II 44167 J7: N. 2 CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE _\ REQUIRED \ \ \ \ \ \ \ \ \ \\ SEE SCHEDULE FOR Min. SEPARATION - TO GLASS J DETAIL 2 'r 1 ti asornaM o D of -000 7/8'/x3/32' WING NUT 0 EVERY STUD O 12' 0.C. Cont. EDGE OF ALTERNATE LEG SLAB IF /— LOCATION V. APPUCA L • 7/ / /// / /// ////////// 1 1 POURED L CONCRETE REOLYRED SECTION 1 6B INSTALLATIONS 0.050 SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTRQ4DS DRIVE RIVIERA BEACH, FL 33407 DAIS 7/yb3 a tt z )IV/ 1 1 111,7 CONCRETE ANCHORS (SEE SCHEDULE) u / E.D. INTERIORLY REMOVABLE PANEL OW/ - SIDEWALK BOLTSJSEE DETAIL 2) CONN TO 1 THRU 5/8'I HOLES AT 11 0 B' 0.0 & FASTENED AT REAR W 7/8'0x3/32' WING NUT 0 EVERY SIDEWALK BOLT. PRODUCT REVISED to complying with the Florida Balding Code Acceptance No - O , Expi . lion Date o O3 0 . OZ By Miami Dad Division MIK N. F.B.C.(H.V.H.Z.) /MIAMI -DAOE COUNTY ascsnaw uet Control 8 AS SHOWN SCALE 7 / DAM 03 -141 DRAWING No SHEET 7 OF 15 1/4 Max. GAP O (WHOLE) -- Max. 1 Min. SECTION B -B SCALE: 1/8 "= 1" (WHOLE) BUT NOTCHED EA CORNER BOTTOM AS SHOWN. • 2" 148/6, 14A/6, 15,168/7 15,16A/7 . .. .. .. .. ... a. .. . • 1 • _i 1/4"-20x1" S.S. SIDEWALK BOLTS. SEE DETAILS 2/7, 2/15. • OR 09 OR 1� 14B/6, 15,16B/7 CONCRETE ANCHORS (SEE SCHEDULE) 14A/6, 15,16A/7 1/4" Max. GAP INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1/8' = 1' (WHOLE) 3' Max. 1 Min. INTERIORLY REMOVABLE PANEL IOW/ SIDEWALK BOLTS (SEE DETAILS 2/7, 2/14) CONNECTED TO O THRU 5/8'0 HOLES AT ©® 6' 0.0 & FASTENED AT REAR W/7/8 "0x3/32' WING NUT 0 EVERY SIDEWALK BOLT. F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY As SHOWN SCALE JUL 0 3 2003 FE1iZ IWT TESTING et ENGINEERING COMPANY 6393 ?t ..1616. 54 Sh 217. 11/3:001 6490093, Fl 33166 Phone : (303)371 -1530 . raw : (303)671 -1531 E8- 0006719 WALTER A. TILLIT Jr. P. E FLORIDA LIc. / 44167 0.050" SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTRQ4DS DRIVE RIVIERA BEACH. Ft J3407 am N. mammal Mil MIK No 1 ow 01 -056 7/9/03 3 4 PRODUCT REVISED as complying with the Florida Balding Code Acceptance No Expi tion Date 0 1 By Miami Da fit'redact Control Division MA oZ o8 7/2/03 DATE 03 -141 DRAWING No SHEET 8 OF 15 MAXIMUM DESIGN PRESSURE RATING W (p.s.f.) Max. PANEL LENGTH L (ft.) (SEE SECTIONS) MINIMUM SEPARATION TO CLASS APPLICABLE TO SECTIONS / & ANY COMBINATION OF THEM +65.0, —77.0 8' -0" OR LESS 2 1/4" 1 7HRU 8 +65.0, —77.0 9' -0" OR LESS .3 11/16" 1 7HRU 8 +65.0, —72.0 9' -0" OR LESS 3 1/2" 11 +62.0, —73.3 10' —O" 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 2'x4'x 1/8" 3105 —H14 OR 6063 —T6 ALLOY Cont Alum. ANGLE CUT PANEL CASE A (Plan) SCALE: 1/4' = 1' POURED CONCRETE OR CONCRETE BLOCK WALL REOUIRED 1 /4 % BOLT 0 24' 0.C. W/.L4CKNUT CASE B (Plan) SCALE: 1/4' = 1" POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS 0 12' 0.C. 4"x4 x.072" 3105 —H14 01? 6063 —T6 ALLOY Conf. Alum. ANGLE © ©°B OOR® OR O OR O OR O OR O OR 2'xJx.093' 3105 H -14 OR 6063 —T6 ALLOY Cont. Alum. ANGLE WITH ANCHORS 0 12' 0.C. HALF PANEL END CLOSURES DETAILS 1/4' GAP CASE D (Plan) SCALE: 1/4" = 1 " POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 2'x2 x.055" TO ?'x5 x.055' Cont. Alum. ANGLE OR .080' .3105—H154 SHEET METAL Alum. BENT PLATE 930' 1 _2.500' Min. CONCRETE ANCHORS 2.500' 0 12' O.C. 1.000 ALTERNATE LEG LOCATION CASE . C (Plan) SCALE: 1/4' = 1 " POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED JUL 0 3 2003 MAXIMUM DESIGN PRESSURE RATING "W" (p.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH I" SCHEDULE / IL ECO I N C ALIT TESTIN G & ENGINEERING COMPANY tur. Mk S Phone (50.7)671 --15J0 . r 6705)871-15J, •U166 EB- 0006719 WALTER A GLUT Jr. P. E FLORIDA Lk. / 44167 0.050" SOLID BERTHA ALUMINUM STORM PANEL EASTERN METAL SUPPLY, INC 4268 WESTRQ4DS DRIVE RIVIERA BEACH. FI. 33407 —.. x. r crswnoo OLD 01-076 DATE 7f1/Ll1 Rx. ". F.B.C.(H.V.H.Z.) /MIAMI —DADE COUNTY PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No 03— 07 07.0 Z Expi Lion Date 6 ri rt - -8 By Miami Da Division MXLMIIMI uct Control. DAIS AS SHOWN SCALE 7/2/03 d1TE 03 -141 DRAWING No SHEET 9 OF 15