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1205 NE 91 Terr (13)NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.f .V�k - 52 0 TAX FOLIO NO. 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. y 1. Legal description of propert and eet /address: L f / /6_ Notary Public Print Notary's Na My commission : xpires: 123.01 -52 PAGE 4 8/02 . Description of improvement: (/ f/' �/ Owner(s) name and address: y ;'interest in property: S i (X e V �� Name and address of fee simple titleholder: ontractor's name and address: L J 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, Name and address: 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: 9. Expir_ti• • :at: of is Nt'tice of commencement: (the expiration date is 1 year from the date of recording unless a Signatur Owner n � 1 Print Owner's Name .l C )61 It1l l Q � � Prepared by Sworn to and subscribed • • e me this 1: day of rc' , 20 (4 �— c STATE OF FLORIDA. COUNTY OF It EREBY CERT'FY that this i^ net i r tune on--/ my hand a HARVEY RUVIN ommisslon 1113, 2007 Bonded Thai a tla ttir Bonding Co..Inc 3 • le' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 III IIIIIIII C_FN 2006R0268707 OR Bk 24320 P9 0135; (1as) RECORDED 03/13/2006 16:08:34 HARVEY RUVIH► CLERK OF COURT MIAMI -DDADE COUNTY, FLORIDA LAST PAGE BUILDING PERMIT APPLICATION FBC 2004 Architect/Engineer's Name (if applicable) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): ■ ilding Electrical Plumbing Mechanical Q Owner's Name (Fee Simple Titleholder) 5 n i O c i 4 - £ Y _0 r � Phone # c � cS / 76 / — 7, .80 Owne 's Address 1 D 5 !// City j ' td - (m� Tenant/Lessee Name State r Job Address (where the work is being done) 54 ' City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name C 10(\ HCA rr CQ "hone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: DAddition DAlteration ['New Repair/Regiape [' Demolition Describe Work: a cne ,S CCAosivie 4 c 2 Uo u '� 5 / it. S Pew ***************************************F *!/ k * *4* * ek * * * * * * * * * * * * * * * * * * * * * * * ** "�� * * Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $3.0 Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ Zip l� CCF $ Double Fee $ Permit No. LUSO � O _ 52-q Master Permit No. Phone # Total Fee Now Due $ IMMEIMMTI SEP 0 E 2006 ki BY: Technology Fee $ Zoning $ 3 CO /CC See Reverse side -÷ Roofing 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 m compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20_,by , day of ,20_,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: bfr Plans Examiner Engineer Zoning , „ 14475 N.W. 26 Avenue • Opalocka, FL 33054. 685 -9990. 685 -9000 • FAX 685 -7511 • • • •••• • • •••• • • • sytiorTETRODUCT APPROVAL AUTHORIZATION FORM Florida Storm Panels ••• • • • • • •• • • • • • • • • • • •••• •••• • • •••• •••• Builiijg, Off dial •• • • •• • • • •••• • • • • • .•• Dear Mr. Building Official: 4�pn We are Dade County Notice of Acceptance holder under number 02- 1120.02 This letter authorizes Guardian Hurricane Protection Products, Inc. to use our 22ga. Panels under number 02- 1120.02 to be used at the following job: Sincerely, Victor V. Cruz Enrique Revilla President or Vice - President Ma©MEUTfil SEP 0 5 2006 B Y: uASOG 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. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION . . •••. • •. NOTICX :OF ACCEPTANCE (NOA) • .Florida Storm Panns:W. • . • 14475 N,W.•36'" Avenue • • • Ppa-Loeltd, Florida 5S094 • • • ••.. •••• "SCOPE: . • • • .... •••• 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 • ; • iris NO(e tSbging issued tinder the applicable rules and regulations governing the use of construction materials. • . • The docu2bInt'8tion uhrfutted has been reviewed by Miami -Dade County Product Control Division and accepted by the Boar..a 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: Q.029" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1 through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02, 2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 02- 1120.02 Expiration Date: 01/23/2008 Approval Date: 01/23/2003 Page 1 Permit was issued for accordion shutters on all windows. Openings no. 2,3,& 4 have shutter panels, instead of accordions. A revision of the permit is required and submitt a current NOA for the shutter panels. 8/31/06 CG. Accordion panels are ok. Passed Inspector Comments Failed 3 Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'inspection Number: INSP -25620 PermitNumber: WS -3 -06 -524 Inspection Date: 08/29/2006 Inspector: Grande, Claudio Owner: SANDOVAL, LYDIA Job Address: 1205 91 Street NE Miami Shores Village, FL 33138- Project: <NONE> Thursday, August 31, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 1 1'0 Block: Contractor: GUARDIAN HURRICANE PROTECTION PRODUCTS, INC Permit Type: Windows /Shutters Inspection Type: Shutter Attachment Work Classification: Shutters Phone Number (305)751 -7980 Parcel Number 1132050010220 Lot: Phone: (305)805 -7050 Page 1 of 2 Issue Date: 3/3/2006 Owner's Name: LYDIA SANDOVAL Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 1205 91 Street NE Miami Shores Village, FL 33138- Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 03/02/2007 Contractor(s) Phone Primary Contractor GUARDIAN HURRICANE PROTECTI (305)805 -7050 Yes Comments: ADDING HURRICANE SHUTTERS TO ALL WINDOWS & FRENCH DOORS -TYPE ACCORDION WHT MANUFACTURED GUARDIAN. Additional Information Type of Work: HURRICANE SHUTTERS No of Openings: 17 Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Buildin •,Depar$n Applicant Signature File Copy Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -3 -06 -524 Phone: (305)751 -7980 1132050010220 Lot: PB: Total Square Feet: 640 Total Valuation: $ 7,300.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $4.80 $1.60 $270.00 $9.00 $6.75 $292.15 Invoice Number WS - 3 - 06 - 24014 Total: Amt Due $292.15 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. 7 4 M BUILDING PERMIT APPLICATION FBC 2001 /CDC° 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 • Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical Plumbing Mechanic] Roofing Owner's Name (Fee Simple Titleholder) 1... C 1 C i•� &L hone # 305 751 0 Owner's Address . 0 / € Ie ‹ Q J City M . ir1. i) (,Q.. State Zip 3 3 1 3i . Tenant/Lessee Name Phone # Contractor's Address City Qualifier Type of Work: Describe Work: (Continued on opposite side) Job Address (where the work is being done) 'S A' Miami Shores Village Building Department City Miami Shores Village County Miami Is Building Historically Designated YES NO V Contractor's Company Name ..(J,AO.n --- oa Q_ Bell ta,0 ate 4 . ICLOO State Certificate or Registration No. Certificate of Competency No. °4 41D 1 Architect/Engineer's Name (if applicable) /1, $ Value of Work For this Permit 500 oD ❑Alteration ew Permit No. CIS % -5 '4 Master Permit No. Zip Phone # '—JO Zip t ❑ Repair/Replace t (I_• • r\ • • •... I•• • 0 i ce �� Ilk " , — `i�� ---C6--LILW-5)--LAIN A * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Total Fee Now Due $ Z _ 1S RECEITED ,n2 MOO ►° '- lO �' CCF $ 4 , e0 . co /cc Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ 4 (O Technology Fee $ (o • — I S Scanning $ 9 - (3:1) Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ ❑ De olition 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: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs : • ) days after - Ni building permit is issued. In the absence of such posted notice, the inspection will of be approved and a einspec) ion fee will be c arged. Signature chc 05/13/03 Owner or Agelif 5+- The foregoing instrument was acknowledged before me this day of `M,O4iltu'l , Q , by LL•golte._ SQ.rlolQtOL L- who is YaLIN C �G p o, ti kknoQP10 tS or who has produced 3 03 itatfication and who did take an oath. NOTi Sign: My Comm t APPLICATION APPROVED BY: Contractor The foregoing instrument was acknowl dged before m „ is i t_\ day of L rcho N olinli Tjj 0, by r 010 -' Zu..r O\ who is a \° G //i p � nor who has produced z a +.nk wcgtion and who did take an oath. S— 0 t • 01, .' • �� ` •O Ogh ••,� _ My Comttsinlltm res: Pru'tFi, s A ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Engineer Zoning Ludia Sandoval 1205 NE 91 TERR. Miami Shores 150 160 17 1 1.76/40 2.75/65 3.38/40 4.75/40 5.54/40 6.75/50 7.89/40 9.39/39 10.27/50 11.75/50 12.105/80 13.142/81 14 2 14.142/81 15.75/40 16.38/28 17.75/40 ••••••• • ' •. .. ... .. • • •• • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • •••• • • • • •• • • • ••• • ••• • 13 NM ••••• • .••• 90 8 5 6 ti: vl..,, Inc 1 1/4, k 1/4 L 1/4) k ) A S ■k.) / C . 0 ) 1/4 0 0) 1/41 1 1 1 LL). k ) t. k ) L. 1/41 1 1 1/4 Ll Va Guardian Hurricane Protection Products, 8]]1 NW 102 Street Medley, Florida J31 ]8 Phone: (305) 805 -]050 Fax: (305) Hurricane Protection Products, In 8771 NW 102 Street Medley, Florida 33178 Phone: (305) 805 -7050 Fax: (305) 805 -7058 Accordion Shutter Product Authorization Form Accordion Shutter Product Approval Authorization Form Dear Mr. Building Official: Dear Mr. Building Official: We are the Dade County Notice of Acceptance holder for the "HT100 "Accordion Shutter under renewal number 03- 0717.07. (Previous number 02.0605.07) This letter authorizes Ccuomhou-1 - orneo(\IL to use our product at this job ( Do S' q 1 a irra._c -e . Sin ker ablo J. Ramos •• •.... • .. ..CEO Guardian Hurricane Protection Products, Inc. ••• ••• •• . • • •• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •••••• • • • • • • •• • •••• • • • • •• • • • ••• • ••• • • • ••• • BUILDING CODE COMPLIANCZ Ofl iCL (BCCO) PRODUCT CONTROL DIVISION ' NOTICE OF ACCEPTANCE (NOA) Guardian Hurricane Protection Products, Inc. 7211 N.W. 79" Terrace Miami, Florida 33166 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 area other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this sproduct 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: HT -100 / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -814, titled " HT 100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 4, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each 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.'dvdi'Ksiiig:lit tatiIre If any portion of the NOA is displayed. then it shall be done in its entirety. • • • • INSPECTION: A copy of this entire 146A shall fie proviaea t'o the user by the manufacturer or its distributors and shall be available for inspection at the lob site at the request of the Building Official. • . . . . . . . ...• This NOA revises & renews NOA #14-4645,01k corr fists of t1 silage 1 & approval document mentioned above The submitted documentation was re4teweti by HbImd A. Mdtar; P.E. ••• • : • ws- O-2 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUIT'E 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No 03 -0717.01 Expiration Date: 08/24/2008 Approval Date: 08/27/2003 (t2 = 0 6' HEADER -CLG. O MOUNTED 1 SCALE: HALF SIZE OHEAD ER -WALL MOUNTED SCALE: HALF SIZE 45• t1= .05 t2 3.993,. . 5 1 4.478" ADAPTER SLAT SCALE: HALF SIZE 4.078" 4.534" ® rfp. SLATS SCALE: HALF SIZE 52" 1 GENERAL NOTES; t THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE FLORIDA BUILDING CODE. 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kd .0.85 SHALL BE USED. I.. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 61015 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. - 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL.P000MENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL DOCUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: Al REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "B" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PEI,IIIIdN1 Y:Li BE4tQ 4 I o L�M, S: GUARDIAN HURRICANE PROTECTION IRODINRSANQ • • • MIAMI. FLORIDA • • • • • • • • • • MIAMI -DADE COUNTY :FIDUCi JUsig Q1rED• • • • • • • • • • •• 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER INERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWNbNALI 8f 6063-S6 ALLWINUH ALLQY,.U.O.N. 12. ALL SCREWS AND BOLTS TO BE 20244/7•4 •LYMNIU61 ALICIYA S•TAINLES46 STEEL, OR GALVANIZED STEEL WITH A MINIMUM TENSILE 5.TRENGTM OF 60 K.S.I. &.0.N. POP RIVETS TO BE 3/16"0, 5052 ALUPt LLOW, U.O.N.• • •.• • 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS PoWER51e.LKI-IN ANCNORIS.••• • • • • . • . • • • 15. THIS SHUTTER SYSTEM IS PATENTED WItH THE U.S. PAVENR AND TRADEMARK OFFICE. PATENT No. 5,755,270. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t1-= 2 : 05 / 5" t3 = 124 m 0 0' 0 0 0 N ® BUILD-OUT WALL HEADER ®SILLWALL MOUNTED OADJ. SILL -TOP SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE 2.775" 2.586" O CENTER MATE 1 SCALE: HALF SIZE in 2" MIN. -5" MAX. 11 ANGLE SCALE: HALF SIZE 1 © LOCKING CLIP SCALE: HALF SIZE 0 N CO 151° 1.350" 1 500" (oPT1ONAL) 1.100" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 2.373" x .472" I.D. 1.158" 612" 0.0. t 44 c" / .211" 0 4 It1 =.055" t2 =.0 6' .251" t1 = .055" t2 = .076.. = 097" 0 N 060' o 1.039" 7 t 69S" .09S'= .442 ' .942" STAINLESS STEEL 430•• 375" ASSEMBLY „375"41. . ,15.1 1 .320"0 HOLE NY WHEE I l RIVETED IN 058" v PLACE I I 1 O ROLLER ASSEMBLY SCALE: HALF SIZE 2.795" .165" I.D. .285" 0.0. 60" ,659" 2.101" 2.984" O CENTER MATE 2 SCALE: HALF SIZE .060" 45" 14211" .360"1 . 10550' Co 0 0 n1 r .a O BUSHINGS SCALE: FULL SIZE } 230" }Qg MAX TOP BOTTom MAX' CARRIER 0 0' N "x15 485" 3.245" 3.049" 15" I I 1 I I II I I 230' 1300' MAX. .080" 250" .949" 1.391" .055 'LI P (TYP. --r 1.533" ADJ. SILL -BOT. SCALE: HALF SIZE 1.891" @ CENTER MATE 1 (w/ LOCKING ROD) 9a SCALE: HALF SIZE @INSE RT SCALE: HALF SIZE 1v5 -G?(, -5' 0, N 0 4 t = .200" 1.533" .055' 641" ALTERNATIVE O ADJ. SILL -BOT. SCALE: HALF SIZE WALKOVER SILL LOCKING ARM ALIGNMENT INSIDE HANDLE ° FLOOR MOUNTED ®BUSHING (NYLON) OSHIM (NYLON) SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF SIZE .095 055 / 2 50" .500" f 3.283" 42' 942" 1 050" .025 (TYP. ® 90- END SLAT SCALE: HALF SIZE 1.250" 2.101" 659" O LOCKING ARM 14 SCALE: HALF SIZE � FLAT END SLAT SCALE: HALF SIZE O CENTER MATE 2 cw /LOCKING ROD) SCALE: HALF SIZE PRODUCT REVISE, as complying with the Florida B olding Code Acceptance No03 -0 • a E :piFation Date 0 B Miami D e Product Control Division N N A • se • g 5 1 NN oZ a m ry g e 0 • • w .C•i. AS NO T[D (design by VAC z r 4 v 0 4 nos x V N 0 0 r 8 r 8 1 (e•r• 10/17/200 (dr•rn• by I PICp cn.cr..d e ( v wc dr...ing no. 03 -814 sheet 1 of 7 )10019 ON00 MO110H 1/4" x 1 - 1/4" EMBED 39 ELCO TAPCON 49 onolim058 ellb 12.5" 12.5" 12.5" 16.0 " 16.0" 16.0" 16.0" 12.7" 8.7" 15.8" 12.5" 10.5" 12.5" 6.25" 6.25" 15:5" 12.3" 10.4" 7.8" 5.2" 4.0" 9.9" 7.7" 6.5" 12.5" 6.25" 6.25" 12.6" 10.0" 9.7" 5.4" 3.8" 3.6" 7.9" 6.7 6.0" Tcap (Ib) = 218.00 72 12.5" 13.2" 5.9" 8.3" 6.25" 9. 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" Vcap (Ib) = 398.00 130 6.25" 9.7" 3.6" 6.0" 6.25" 9. 3.6" 6.0" 6.25" 9.7" 3.6" 6.0" 1/4 "x7 /8" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 12.7" 10.3" 12.5" 16.0" 8.8" 8.3" ALL - POINTS SOLID -SET 49 12.5" 16.0" 16.0" 13.1" 12.5" 16 :0" 8.5" 8.2" 12.5" 16.0" 6.2" 6.6" LEAD SHIELD ANCHOR - 12.5" 16.0" 14.3" 11.0" 12.5" 16.0" 6.6" 6.9" 12.5" 15.9" '5.9" 6.4" Tcap (lb) = 358 72 12.5" 16.0" 9.6" 8.8" 12.5" • 15:9" 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" Vcap (Ib) = 249 130 12.5" 15.9" 5.9" 6.4" 12.5" 1 5.9" 6.4" 12.5" 15.9" 5.9" 6.4" 1/4" x 1 -1/4" EMBED 39 12.5" 16.0" 16.0" 12.2" 12.5" 14.5" 7.3" 7.7" 6.25" 11.8" 5.1" 6.2" ELCO PANELMATE 49 12.5" 16.0" 11.9" 9.7" 625" 11.6" 4.9" 6.0" 6.25" 9.4" 3.6" 4.9" * 58 12.5" 15.4" 8.2" 8.1" 6.25" 98" 3.8" 5.1" 6.25" 9.1" 3.4" 4.7" Tcap (Ib) = 204.75 72 6.25" 12.4" 5.5" 6.5" 625" 9:1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" Vcap (Ib) = 233.50 130 6.25" 9.1" 3.4" 4.7" 6.25" 9;1" 3.4" 4.7" 6.25" 9.1" 3.4" 4.7" HOLLOW.CONC BLOCK 1/4" x 1 - 1/4" EMBED ELCOTAPCON Tcap (Ib) = 218.00 Vcap (Ib) = 398.00 ic 39 45 55 65 72 16.0" 16.0" 11.0" 6.4" 5.0" 16.0" 16.0" 16.0" 14.6" 13.2" 7.5" 5.2" 3.4" % / %7Y% % , ; /�/ 15.5" 13.4" 11.0" 9.7" 9.7" 1/4 "x7/8' EMBED 16.0" 39 16.0" 16.0" 12.4" 16.0" ALL - POINTS SOLID-SET 10.7' 45 16.0" 16.0" 8.5" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 5.5" 16.0" Tcap (Ib) = 358 4.9" 65 10.5" 16.0" 4.4" 15.9" Vcap (Ib) = 249 _ 1/4" x 1 - 1/4" EMBED 72 8.2" 16.0" 4.4" 15.9" 1/4" x 1 - 1/4" EMBED 45 39 16.0" 16.0" 7.1" 14.5" ELCO PANELMATE • 7.9" 45 16.0" 16.0" 4.8" 12.6" 6.7" * 55 10.3" 16.0" 3.2" 10.3" Tcap (Ib) = 204.75 4.4" 65 6.0" 13.7" %;' %j 9.1" Vcap (Ib) = 233.50 10.7" 72 4.7" 12.4 " 16.0" 9.1" I HOLLOW CONC BLOCK 1/4" x 1 -1/4" EMBED ELCO TAPCON Tcap (Ib) = 174.00 Vcap (Ib) = 318.00 39 45 55 65 72 12.6" 10.9" 8.9" 7.5" 6.8" 8.2" 7.1" 5.8" 4.9" 4.5" 8.0" 6.9" 5.7" 5.0" 5.0" 5.2" 4.5" 3.7" 3.3" 3.3" 114 "x7 /8' EMBED 39 16.0" 12.3" 10.4" 7.8" ALL - POINTS SOLID -SET 45 14.2" 10.7' 9.0" 6.8" LEAD SHIELD ANCHOR * 55 11.7" 8.7" 7.4" 5.5" Tcap (Ib) = 358 65 9.9" 7.4" 6.5" 4.9" Vcap (Ib) = 249 72 8.9" 6.7" 6.5" 4.9" 1/4" x 1 - 1/4" EMBED 39 11.2" 8.0" 7.1" 5.1" ELCO PANELMATE 45 9.7" 6.9" 6.2" 4 -4" * 55 7.9" 5.6" 5.0" 3.6" Tcap (lb) = 201.50 65 6.7" 4.8" 4.4" 3.2" Vcap (Ib) = 198.50 72 6.1" 4.3" 4.4" 3.2" C)ANCIrIOR SPACING SCHEDULE ANCi -IOR NOTES: I. SPANS AND LOADS SHOWW HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL I ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 13 FOR IDENTIFICATION OF CONNECTION TYPE). d - ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOt T"tENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING- EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, WALL MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR, LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (ib) = 96.74 - 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" DISTANCE 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 142' 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 16.0" 14.2" 11.7" 10.3" 10.3" 6. /WERE LAC- SC FASTEN TD NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G.03S OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. * DESIGNATES ,R=- MOVABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 'h' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. © DESIGNATES ANC:40R CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -12" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 112" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Apprrr_ti z ces,pil ir,4 ;'+'ith ;Cc Florida s 2 3 3 t cc , Date Nom, Miami Dislipmd6a Cc= WIN By FRANK L. BaNARDO. PE. •PE0046549 _ a W O z Q ZZ ZW w Z Zd) QZ a. U z W 1- z z > O <L 9. 0 Cn z Q f '4 0 0 LL REVISIONS D ESCRIPTION! DAT= CO2( :- C•711EN SCALE: NTS DRAWN BY: CL CH -EKED oY: FLE pro,' &L a.: 11/15/02 •: 02 -= -5 -Ili DUI m N CO 3 = m �, J a IL i n z uj X 0 Q I- LL = Q co O • 4 • 0 v m� S 'AEE T : 4 OF 4 0 ro3 L O z zW Q/ z W z w Z w J Z e m J u 3 E 3 w 2.5" EDGE DIST. DISTANCE ( '- 25" EDGE DISTANCE SPANS UP TO 8.67 ft 1ST RU1 ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft SPANS UP TO 10.67 ft 1ST Rd ANCHOR LOAD 16.0" 16.0" CONN TYPE MN 3320 PSI CONC) 55 16.0" 16.0" CONN TYPE Tcap (Ib) = 483.00 • 65 14.2" 16.0" CONN TYPE Vcap (ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" (psf) C1 C2 C3 C4 C1 C2 C3 C4 C1 C2 C3 C4 • • . • . • • :S313451103 • • • . •• .. . • ._ •• .• 1/4" x 1 - 3/4" EMBED 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 16:0" 16.0" 12.5" 16.0" 11.9" 13.5" ELCO TEPG8A 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 11.6" 13.3" 12.5" 16.0" 8.4" 10.7" (=IIIN 3320 itgi bNC) 8 12.5" 16.0" 16.0" 16.0" 12.5"' 16.0" 8.9" 11.1" 12.5" 16.0" 8.0" 10.3" • Tcap (1bf g • 4 %3.00 • • 72 12.5" 16.0" 13.0" 14.3" 12.5" 16.0" 8.0" 10.3" 12.5" 16.0" 8.0" 10.3" • Vcap (Ib1 : : • .130 12.5" 16.0" 8.0" 10.3" 12.5" 16 -0" 8.0" 10.3" 12.5" 16.0" 8 -0" 10.3" 1/4"x7/8" EIGIBED " 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 15.2' 15.0" 12.5" 16.0" 10.6" 12.1" ALL -POSIT eQLID SET • • . • • 49 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 10.2" 11.8" 12.5" 16.0" 7.5" 9.5" LEAD SSITELD • *• • • 58 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 7.9" 9.9" 12.5" 16.0" 7.1" 9.2" • Tcap A"41$ ••••••72 12.5" 16.0" 11.5" 12.7" 12.5" 16.0" 7:1" 9.2" 12.5" 16.0" 7.1" 9.2" Vcap(IM•- -•429 •••• 130 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.2" 12.5" 16.0" 7.1" 9.7 S/4" x 2" EMBED • 39 12.5" 16.0" 16.0" 16.0" 12.5" 16.0" 13.3" 15.7" 12.5" 16.0" 9.2" 12.6" tLCO Pd81151.1tirE 49 12.5" 16.0" 16.0" 16 -0" 12.5" 16.0" 8.9" 12.4" 12.5" 16.0" 6.5" 9.9" (MIN 335fl'SI CONC) : •'• 12.5" 16.0" 14.9" 16.0" 12.5" 16.0" 6.9" 10.4" 12.5" 16.0 "• 6.2" 9.6" ' Tcap g )••STS 00 • • 72 12.5" 16.0" 10.0" 13.3" 12.5" 16.b" 6.2" 9.6" 12.5" 16.0" 6.2" 9.6" Vcap (1865.00 130 12.5" 16.0" 6.2" 9.6" 12.5" 16.0" 6.2' 9.6" 12.5" 16.0" 6.2" 9.6" C)ANCIrIOR SPACING SCHEDULE ANCi -IOR NOTES: I. SPANS AND LOADS SHOWW HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL I ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 13 FOR IDENTIFICATION OF CONNECTION TYPE). d - ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOt T"tENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING- EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, WALL MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR, LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (ib) = 96.74 - 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" DISTANCE 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 142' 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 16.0" 14.2" 11.7" 10.3" 10.3" 6. /WERE LAC- SC FASTEN TD NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G.03S OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. * DESIGNATES ,R=- MOVABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 'h' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. © DESIGNATES ANC:40R CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -12" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 112" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Apprrr_ti z ces,pil ir,4 ;'+'ith ;Cc Florida s 2 3 3 t cc , Date Nom, Miami Dislipmd6a Cc= WIN By FRANK L. BaNARDO. PE. •PE0046549 _ a W O z Q ZZ ZW w Z Zd) QZ a. U z W 1- z z > O <L 9. 0 Cn z Q f '4 0 0 LL REVISIONS D ESCRIPTION! DAT= CO2( :- C•711EN SCALE: NTS DRAWN BY: CL CH -EKED oY: FLE pro,' &L a.: 11/15/02 •: 02 -= -5 -Ili DUI m N CO 3 = m �, J a IL i n z uj X 0 Q I- LL = Q co O • 4 • 0 v m� S 'AEE T : 4 OF 4 0 ro3 L O z zW Q/ z W z w Z w J Z e m J u 3 E 3 w 2.5" EDGE DIST. DISTANCE ( '- SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft 1ST RU1 ANCHOR LOAD CONN TYPE CONN TYPE CONN TYPE - (psf) C5 C6 C5 C6 I CONCRETE 1/4" x 1 - 3/4" EMBED . - 39 16.0" 16.0" 16.0" 16.0" ELCO TAPCON 45 16.0" 16.0" 11.4" 16.0" MN 3320 PSI CONC) 55 16.0" 16.0" 7.5" 16.0" Tcap (Ib) = 483.00 • 65 14.2" 16.0" 6.0" 16.0" Vcap (ib) = 475.00 72 11.0" 16.0" 6.0" 16.0" 1/4"x7/8" EMBED • 39 16.0" 16.0" 14.8" 16.0" ALL - POINTS SOLID -SET 45 16.0" 16.0" 10.1" 16.0" LEAD SHIELD ANCHOR * 55 16.0" 16.0" 6.6" 16.0" Tcap (ib) = 428 . 65 12.6" 16.0" 5.3" 16.0" Vcap (Ib) = 429 ` 72 9.8" 16.0" 5.3" 16.0" 1/4" x 2" EMBED 39 16.0" 16.0" 12.9" 16.0" ELCO PANELMATE 45 16.0" 16.0" 8.8" 16.0" (MIN 3350 PSI CONC) * 55 16.0" 16.0" 5.8" 16.0" Tcap (Ib) = 372.00 65 11.0" 16.0" 4.6" 16.0" Vcap (Ib) = 565.00 '. -. 72 8.5" 16.0" _ 4.6" 16.0" C)ANCIrIOR SPACING SCHEDULE ANCi -IOR NOTES: I. SPANS AND LOADS SHOWW HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL I ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 13 FOR IDENTIFICATION OF CONNECTION TYPE). d - ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOt T"tENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING- EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, WALL MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR, LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (ib) = 96.74 - 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" DISTANCE 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 142' 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 16.0" 14.2" 11.7" 10.3" 10.3" 6. /WERE LAC- SC FASTEN TD NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G.03S OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. * DESIGNATES ,R=- MOVABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 'h' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. © DESIGNATES ANC:40R CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -12" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 112" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Apprrr_ti z ces,pil ir,4 ;'+'ith ;Cc Florida s 2 3 3 t cc , Date Nom, Miami Dislipmd6a Cc= WIN By FRANK L. BaNARDO. PE. •PE0046549 _ a W O z Q ZZ ZW w Z Zd) QZ a. U z W 1- z z > O <L 9. 0 Cn z Q f '4 0 0 LL REVISIONS D ESCRIPTION! DAT= CO2( :- C•711EN SCALE: NTS DRAWN BY: CL CH -EKED oY: FLE pro,' &L a.: 11/15/02 •: 02 -= -5 -Ili DUI m N CO 3 = m �, J a IL i n z uj X 0 Q I- LL = Q co O • 4 • 0 v m� S 'AEE T : 4 OF 4 0 ro3 L O z zW Q/ z W z w Z w J Z e m J u 3 E 3 w 20" EDGE DISTANCE ( '- 0.75" EDGE DISTANCE SPANS UP TO 5.50 ft SPANS UP TO 8.67 ft 1ST RU1 ANCHOR LOAD CONN TYPE CONN TYPE _ 12.5" 12.5" 12.5" 12.5" 12.5" (psi) C7 C8 C7 C8 CONCRETE 1/4" x 1 - 3/4" EMBED 39 16.0" 15.3" 13.6" 9.7" ELCO TAPCON 45 16.0" 13.2" 11.8" 8.4" (MIN 3320 PSI CONC) 55 15.2" 10.8" 9.6" 6.9" Tcap (Ib) = 386.40 65 12.9" 9.2" 8.5" 6.0" Vcap (ib) = 380.00 72 11.6" 8.3" 8.5" 6.0" 1/4"x718" EMBED 39 16.0" 16.0" 15.2" 10.8" ALL - POINTS SOUD -SET 45 16.0" 14.7" 13.2' 9.3" LEAD SHIELD ANCHOR * 55 16.0" 12.0" 10.8" 7.6" Tcap (Ib) = 428 65 14.4" 10.2" 9.5" 6.7" Vcap (ib) = 429 72 13.0" 9.2" 9.5" 6.7" 1/4" x 2" EMBED 39 16.0" 11.6" 10.3" 7.4" ELCO PANELMATE 45 14.1" 10.1" 8.9" 6.4" (MIN 3350 PSI CONC) * 55 11.5" 82' 7.3" 5.2" Tcap (Ib) = 297.60 65 9.7" 7.0" 6.4" 4.6" Vcap (Ib) = 282.50 72 8.8" 6.3" 6.4" . 4.6" C)ANCIrIOR SPACING SCHEDULE ANCi -IOR NOTES: I. SPANS AND LOADS SHOWW HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL I ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 13 FOR IDENTIFICATION OF CONNECTION TYPE). d - ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOt T"tENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING- EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, WALL MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR, LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (ib) = 96.74 - 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" DISTANCE 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 142' 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 16.0" 14.2" 11.7" 10.3" 10.3" 6. /WERE LAC- SC FASTEN TD NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G.03S OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. * DESIGNATES ,R=- MOVABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 'h' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. © DESIGNATES ANC:40R CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -12" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 112" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Apprrr_ti z ces,pil ir,4 ;'+'ith ;Cc Florida s 2 3 3 t cc , Date Nom, Miami Dislipmd6a Cc= WIN By FRANK L. BaNARDO. PE. •PE0046549 _ a W O z Q ZZ ZW w Z Zd) QZ a. U z W 1- z z > O <L 9. 0 Cn z Q f '4 0 0 LL REVISIONS D ESCRIPTION! DAT= CO2( :- C•711EN SCALE: NTS DRAWN BY: CL CH -EKED oY: FLE pro,' &L a.: 11/15/02 •: 02 -= -5 -Ili DUI m N CO 3 = m �, J a IL i n z uj X 0 Q I- LL = Q co O • 4 • 0 v m� S 'AEE T : 4 OF 4 0 ro3 L O z zW Q/ z W z w Z w J Z e m J u 3 E 3 w 0.75" EDGE DISTANCE 000M 1/4" x 2" THREAD PENETR. LAG SCREW Tcap (Ib) = 359.53 Vcap (Ib) = 82.97 39 49 58 72 130 _ 12.5" 12.5" 12.5" 12.5" 12.5" 16.0" 16.0" 16.0" 16.0" 16.0" 16.0" 7.5" 16.0" 6.0" 14.4" 5.1" 9.6" 4.1" 6.0" %% "� 12.5" 12.5" 12.5" 12.5" 12.5" 16.0" 16.0" 16.0" 16.0" 16.0" 12.8" 4.8" 8.6" 3.8" 6.6" 32' 6.0" %�jj 6.0" ' % ; 12.5" 12.5" 12.5" 12.5" 12.5" 16.0" 8.9" 16.0" 6.3" 16.0" 6.0" 16.0" 6.0" 16.0" 6.0" 3.9" 3.1" /7 j i % % %` #14 x 1 - 12" THREAD PENETR. WOOD SCREW Tcap (Ib) = 234.00 Vcap (ib) = 96.74 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 16.0" 142" 10.4" 16.0" 7.7" 13.6" 6.1" 9.3" 5.1" 6.3" 4.1" ! 3.9" Vii% _ 12.5" 12.5" 6.25" 6.25" 6.25° 16.0" 132' 11.2' 10.4" 10.4" 8.3" 4.8" 5.6" 3.8" 4.3" 3.2" 3.9" 3.9" ✓j %/, 12.5" 6.25" 6.25" 6.25" 6.25" 13.5" 5.8" 10.7" 4.1" 10.4" 3.9" 10.4" 3.9" 10.4" 3.9" 3.9" 3.1" ; % , .% � %% % °% 7/16"x 5/8" EMBED BRASS BUSHING & 1/4 SCREW Tcap (Ib) = 231.50 Vcap (ib) = 232.50 * 39 49 58 72 130 12.5" 12.5" 12.5" 12.5" 6.25" 16.0" 16.0" 16.0" 14.0" 10.3" 16.0" 13.0" 13.5" 10.3" 9.2" 8.7" 6.2" 6.9" 3.8" 5.0" 12.5" 12.5" 6.25" 6.25" 6.25" 16.0" 13.1" 11.1" 10.3" 10.3" 8.3" 8.1" 5.5" 6.4" 4.3" 5.4" 3.8" 5.0" 3.8" 5.0" 12.5" 6.25" 6.25" 6.25" 6.25" 13.4" 5.7" 10.6 "..4.0" 10.3" 3.8" 10.3" 3.8" 10.3" 3.8" 6.6" 5.2' 5.0" 5.0" 5.0" C)ANCIrIOR SPACING SCHEDULE ANCi -IOR NOTES: I. SPANS AND LOADS SHOWW HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE (TABLE 'TI'). 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL I ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN CR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEETS 2 13 FOR IDENTIFICATION OF CONNECTION TYPE). d - ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOt T"tENDATIONS. 5. WHERE EXISTING STRUCTURE IS WOOD FRAMING- EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ANCHOR SPACING SCHEDULE ( INSIDE MOUNT PANELS, WALL MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR, LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -1/2" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (ib) = 96.74 - 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4-20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 16.0" 16.0" 16.0" 10.6" 8.2" 0.75" EDGE 16.0" 16.0" 16.0" 16.0" 16.0" DISTANCE 12.4" 16.0" 8.5" 16.0" 5.6" 16.0" 4.4" 16.0" 4.4" 16.0" 16.0" 16.0" 11.8" 6.9" 5.3" 16.0" 16.0" 16.0" 15.7" 142' 8.1" 5.5" 3.6" 16.0" 14.4" 11.8" 10.4" 10.4" 16.0" 16.0" 11.7" 6.8" 5.3" 16.0" 16.0" 16.0" 15.5" 14.0" 16.0" 14.2" 11.7" 10.3" 10.3" 6. /WERE LAC- SC FASTEN TD NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING). WOOD STUD SHALL BE 'SOUTHERN PINE' G.03S OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. * DESIGNATES ,R=- MOVABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 'h' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT) UN.O. 9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 10. © DESIGNATES ANC:40R CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. ANCHOR SPACING SCHEDULE (INSIDE MOUNT PANELS, TRAP MOUNT) 0 O 1/4" x 2" THREAD 39 PENETR. LAG SCREW 45 55 Tcap (Ib) = 359.53 65 Vcap (Ib) = 82.97 72 #14 x 1 -12" THREAD 39 PENETR. WOOD SCREW 45 55 Tcap (Ib) = 234.00 65 Vcap (Ib) = 96.74 72 7/16" x 5/8" EMBED BRASS BUSHING & 1/4 -20 SCREW Tcap (Ib) = 231.50 Vcap (Ib) = 232.50 39 45 * 55 65 72 0.75" EDGE DISTANCE 7.5" 6.5" 5.3" 4.5" 4.1" 6.5" 5.7" 4.6" 3.9" 3.5" 7.7" 6.6" 5.4" 4.6" 4.1" 6.2" 5.4" 4.4" 3.7" 3.3" 13.0" 112" 9.2" 7.8" 7.0" 9.2" 8.0" 6.5 5.5" 5.0" 4.9" 4.2" 3.4" 3.0" 3.0" 3.9" 3.4" 8.2" 7.1" 5.8" 5.1" 5.1" 5.8" 5.1" 4.1" 3.7" 3.7" Apprrr_ti z ces,pil ir,4 ;'+'ith ;Cc Florida s 2 3 3 t cc , Date Nom, Miami Dislipmd6a Cc= WIN By FRANK L. BaNARDO. PE. •PE0046549 _ a W O z Q ZZ ZW w Z Zd) QZ a. U z W 1- z z > O <L 9. 0 Cn z Q f '4 0 0 LL REVISIONS D ESCRIPTION! DAT= CO2( :- C•711EN SCALE: NTS DRAWN BY: CL CH -EKED oY: FLE pro,' &L a.: 11/15/02 •: 02 -= -5 -Ili DUI m N CO 3 = m �, J a IL i n z uj X 0 Q I- LL = Q co O • 4 • 0 v m� S 'AEE T : 4 OF 4 0 ro3 L O z zW Q/ z W z w Z w J Z e m J u 3 E 3 w •• •• • • ••• •• • •• • • •• • PENETRATION OR EMBED. EtW • GLAZING • •• • ••• ••• • •• • •••• W GL pfST. (E ASS T ABL E SEP. T. FOR MINIMUM) A,Taaa aSNl,�i: C6 CONNECTION TYPE R ANCHOR SCHEDULE T4 FOR MAX. SPACING. EXISTING GLAZING OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS EDGE DIST. CT CONNECTION TYPE REFER ANC:UOR SCHEDULE T4 FOR MAX. SPACING CLIP LOCKS END PANEL FLUSH AGAINST TOP TRACK (I) HEADER END CAP . END W/ (2) 94 Sr* TO TRACK OPTIONAL PLASTIC KNOB (FOR %IX piT OST...4111DE Mo1M PANELS/ I PERFORATIONS AT MID-SPAN FOR USE WITH REMOVABLE HANDLE AND /OR PLASTIC KNOBS . OPTIONAL PLASTIC KNOB, TO EASE PANEL SLIDING (NON - STRUCTURAL, SEE DETAIL TO LEFT) TOP 'H' -TRACK OR TOP 1)•-TRACK (FASTEN TO STRUCTURE PER SECTIONS TO LEFT) BOTTOM 'H' TRACK OR BOTTOM U' TRACK (FASTEN TO STRUCTU PER DETAILS M, N t0 TO LEFT) EXISTING GLAZING EXISTING CONC HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. 1365 REO'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) 1365' 1 36 5• CS CONN TYPF . ANCHOR SCHED. T4 FOR MAX. SPACING CT CONN TYPE. REF. ANCHOR SCHED. T4 FOR MAX SPACING O EADER/SILL MOUNT SECTION 1- TRAP Ma-NT TRACKS ON An'[-,LE KTS. ///'''' LEG MAY BE BENT TO 30deg MAX LEG MAY SE BENT TO 30dec MAX W W RE O'D GLASS SEP. DIST. (SEE TABLE T2 FOR MINIMUM) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE CF STRUCTURE 0 W ej L - w EXISTING GLAZING EMBED. 0 PENETRATION OR EMBED DIRECT WALL MOUNT SECTION SOTTO(' DIRECT WALL I (. CETAIL '5'7 M.T. S EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T4 FOR MAX SPACING { 0500' X 1 100 MAX OPTION A: (3) '6' ELCO PANELMATES AT BOTTOM OF ADJACENT PANEL FASTEN EACH PANEL ADJACENT TO LAST PANEL • BOTTOM W/ (2) ELCO PANELMATES I (I) ?OILERS CALK -IN. ALTERNATIVELY, USE (3) PANELMATES AND NOTCH BOTTOM CORNERS OF LAST PANEL TO FIT OVER INNERMOST ANCHORS. LAST PANEL MOUNTED FROM INSIDE OF BLDG ADJACENT PANEL TYP I2S COVERAGE [ 'H . -HEA D ER s TOP, PER DETAIL - P' . /11 Y ( II 1 6' MAX rTYPICAL 13-1-11 M r T6' YPIAX CAL OPT. A: 2'x2' MAX NOTCH IN LAST PANEL AROUND WI.NGNUT O DIRECT WALL MOUNT EXTERIOR ELEVATION °w^TTO •'JIFCT WALL !Icl. T CETAIL 'P') N.TS. TYPICAL OV ERLAP (2) '4 - 20 S.S. STITCH BOLTS LW WINGNUTS EACH SIDE OF LAST PANEL ADJACENT PANEL OPTION 5: (2) '4' ELCO PANELMATES AT BOTTOM OF ADJACENT PANELS OPT. 6: (1) '4 - POUF RS CALK -IN, CLOSEST TO LAST PANEL (NO NOTCH RE I'D) FRANK L B= ...Ep046549 Z L!_: T n Lt Z Z > m 4 4 � 0_SLL SILL TRACK ISOMETRIC R 50TTOn TRACK. N.75. -.--R ■ ppr'ved as comps. ies with i!:2 1 4 Florida Pasiiieg Cyde ` Date t') 22co3 o v NOAH n 11 7.c • 0 7 0 Miami Dade Product Cst:' Division DESCRIPTION! DATE CONT REVISIONS CO? ENTS SHE E T 3 oF 4 SCAL 3' 7• (LINO .) D CL G.iEC.K L c7: FLE r'rtIN I D A , I,/IS/E2 DWG ' 02-ea2S -II' Positive Load (psf) Span Less Than: Separation (inches) at <= 30' Separation (inches) at > 30' f tnb bD 53 : 5niokttN °5) Z- 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 .10 bb b3nb>bnboboboboboF. F F- toin4n 6' - 0" 2.75" 1.22" 30 8' - 8" 2.75" 1.94" 10' - 5" 3.00" 3.00" 6' - 0" 2.75" 1.25" 35 8' - 8" 2.75" 2.10" 8 10' - 0" 3.00" 3.00" A 6' - 0" 2.75" 129" 40 8' - 8" 2.75" 2.26" 9' - 8" 3.00" 3.00" 6' - 0" 2.75" 1.32" 45 8' - 8" 2.75" 2.41" 9' - 4" 2.92" . 2.92" 50 6' - 0" 2.75" 1.36" 8' - 10" 2.75" 2.73" 60 6' - 0" 2.75" 1.43" 8' - 1" 2.75" 2.44" 70 6' - 0" 2.75" 1.51" 7' - 6" 2.75 2.24 Load W (psi) No Stitch Bolts LnnAx (ft) Stitch Bolts At Midspan L MAx (ft) f tnb bD 53 : 5niokttN °5) Z- 1 1 1 1 1 1 1 1 1 1 1 1. 1 1 1 1 1 .10 bb b3nb>bnboboboboboF. F F- toin4n 10'- 7" 10' - 5" 10' - 0" 9' - 9" 9' -8" 9' - 5" 9'- 3" 9' - 2" 8'- 11" 8' -10" 8 8' -9" 8' - 3" 7' -8" 7' - 6" 7' - 2" 6' - 9" 6' - 0" 5' - 4" 4' - 10" 4' - 6" 4' - 1" • • • • • • • • • • EM BED i • • • • • • EXISTIN G CONCI HOLLOW BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE 13 BASED ON TYPE CF STRUCTURE) 'u Talc SCREW OR 11 .20 MACHINE 6CF . NUT • w' • • • eZ'hYP ALL Su'. • • • • • • r.GN ECTIONS • • • • • EAISDT4INGs • LN • • • • • • • • • • • • • /• • _•• w0 EDGE_ DIST. EXISTING GLAZING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STrR...CTURE •••• • • •••• REQ'D SEPARATION • • IIPP201 GLASS • (- TABLE T2) • • • CI CONNECTION TYPE ANCHORS TO BE AT 125' OR 625' O.C. (REFERENCE ANCHOR SCHEDULE 13 FOR MAX SPACING). USE REMOVABLE ANCHORS ONLY SEPARATION FROM GLASS (REF. TABLE T2) C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE T3 FOR MAX SPACING SHORT LEG MAY BE REVERSED TOWARDS THE OPEN 0 0500' EO EQ C2 CONNECTION TYPE R ANCHOR SCHEDULE T3 FOR MAX SPACING O BUILD - OUT MOUNT SECTION N.T.S. W ▪ W J 0_ Q E • . O r J N W W _ U a) z J O. 'I) 025' I/4 -20 X 1 5S. MACHINE 5CI1.1.1 • I25' O.C. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTUR I . -20 x 3 4' S.S. MACHINE SCREWS • 125' O.G. E .QED. : `C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE 13 FOR MAX SPACING TRACK/DIRECT MOUNT SECTION N. TS. g2 CONNECTION TYPE RE ANCHOR SCHEDULE T3 FOR MAX SPACING 0500' EQ I EQ - A ST= ANGLE DIRECTION MAY BE F5vERsEa. AS 5HOUN 2 CONNECTION TYPE REFE ANCHOR SCHEDULE 13 FOR MAX. SPACING, 'OPTIONAL BUILDOUT MOUNTING CONFIGURATION5 (AT HEADER "'&2 - 5ILL) EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SOWED. BASED ON TYPE OF STRUCTURE EXISTING GLAZING w EXISTING GLAZING EMBED - W a EMBED. ® WALL MOUNT SECTION NTS EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. REO'D SEPARATION FROM GLASS I (REF. TABLE T2) 1 <- 20x <' SS MACHINE SC 1 • 125' C.C. LEG DIR MAY BE RE VERSED EMBED. 1 025. j .AX 025' t MAX. U CE1L ING/FLOOR MOUNT SECTION O N.TS. EXISTING COICR HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SO-ED. BASED ON TYPE OF STRUCTUR C3 CONNECTION TYPE Nttt RENCE ANCHOR SCHEDULE T3 FOR MAX SPACING r 0500' 0.250' 025' - 20.X 34. 55. MACHINE SCREW W/ WING •125' O.C. C2 CONNECTION TYPE REFERENCE ANC%=CR SCHEDULE T3 FOR MAX. SPACING C4 CONNECTION TYPE" RE FERENCE ANCHOR SCHEDULE 13 FOR MAX. SPACING MAXIMUM ALLOWABLE SPAN SCHEDULE SPAN SCHEDULE NOTES: TABLE T2 NOTES: I. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXISTING GLAZING ./ RECD SEPARATION FROM GLASS ( TABLE T2) O K TRUSS MOUNT SECTION NTS. r EXISTING WOOD TRUSSES J • 24' O.C. MAX. EXISTING CONCRETE. HOLLOW BLOCK OR WOOD F. - TAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE. I ` EXISTING GLAZING O OFFSET WALL MONT SECTION NTS. MINIMUM SEPARATION FROM GLASS SCHEDULE 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DETERMINE MINIMUM ALLOWABLE STORM PANEL SEPARATION FROM GLASS OR DOOR TO BE PROTECTED. SCHEDULE IS R FOR USE WITH POSITIVE LOADS ONLY. 2. INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. EXTERIOR WALL FINISH STEEL TUBE TO BOTTOM TRUSS CHORDS W/ (3) '4'x2' EMBED LAG SCREWS • EACH TRIES (24' O.C. MAX) 4., / MIN STEEL TUBE U' HEADER TO ROLLED STEEL TUBE WI CENTER LAG (AS DESCRIBED ABOVE • TRJSSES t 94 511.5 TO PLATE • 6' O.C. BETWEEN TRUSSES ��Lrrox = 5' -0' (MAX SPAN) MAX DESIGN LOAD = :60 Fs( EMBED ALUM OR GALV STEEL SPACER. AS R`O'D. EXTERIOR WALL FINIS. PROTRIDINO FROM MOUNTING SINE ACE CI CONNECTION TYPE ANCHORS TO BE AT 125' OR 625' O.C. REFE ANCHOR SCHEDULE T3 FOR MAX. SPACING). USE REMOVABLE ANCHORS ONLY FRANC L. 5_ 'PE0046549 ow ow Z Z ZW z Zcs) Q Z U Z W � Z n WWc(1 Qu Z >m WZ Q Q N Q EL S LL -` \ V Q 0 O U v� D =SCRIPTIONI DATE CO1NTt I(1 cA E jX a 'J = m m c i �'J Z w I i fl _ ZZX Wz X Q z • LL J LL _ m z h- az W z O Q m n, U 2 LL ✓ CO `' 3 w REVISIONS CQ'CEN75 SCALE: DRAWN 5Y: C CH =CK=L.) FL Pr IN : .) A FE: 11/15/0_ DWG ': 02- 865 -III Si-IEET 2 OF 4 200 112103 J r--- FOR MAX ALLOWA9LE PANEL; LENGTHS (VERT. OR NORIZ.) x m a E,OTTOM j Z MouNT (CO TYPE m IN AS REO'D) Vi 4 MAX TRUCTIOW GAP / mA07 LOCATION / TOP MONT 1 (CON-1 TYPE - AS 1 x m -)a N PANEL BELOL OBSTRUCTION I •'4 -20 x ,) ei• • S5.5. STUD. P • • • • • 1 • 0.150' 11 ••• • c ••• 2S' • P. J-I 1900' L. •faVt • • O STUDDI'Ili Ac: • •••• • • •••• • • • , - • • ••t• •n• • L ••• •••• • • GENERAL NOTES: 0.125' F rye. 100' MIN. • • 5000' MAX. • AUILDOUT /CLOSURE ANGLE • •W • • • 1. THIS SHUTTER SYSTEM HAS BEEN DESIGNED AND TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT. TA5 202 FOR UNIFORM STATIC AIR PR AND TAS 203 FOR CYCLIC WIND LOADING. 2. NO 333% INCREASE IN ALLOWABLE STRESS FIAS BEEN USED IN THE DESIGN OF THE ANCHOR SPACING TABLES. 3. POSITIVE AND NEGATIVE DESIGN PR TO BE USED WITH THESE DRAWINGS SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. WI-EN ASCE 1 -98 15 USED TO CALCULATE PRESSUR FOR USE WITH THIS PRODUCT, THE USE OF A DIRECTIONALITY FACTOR Kd =085 15 ALLOWED. 4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS DETAILED HEREIN. A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO BE USED IN CONJUNCTION WITH THIS DOCUMENT. 5. PERMIT HOLDER 51 -TALL VERIFY TI-4E ADEQUACY OF THE EXISTING'STRJCTURE TO WITHSTAND ADDITIONAL IMPOSED LOADS. STORM 7 PANELS SHALL BE 229a STEEL (GALVANIZED THICKNESS t =0.029• MN) CONFORMING TO ASTM A653. STRUCTURAL QUALITY, GRADE 80. G90 GALV. COATING WITH A MIN. Fy =920 K5I. ALL EXTRUSIONS SHALL BE 6063 -T6 ALUMINUM ALLOY, UN.O. 1. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM' OF ONE MARKING PER PANEL AS FOLLOWS: FLORIDA STORM PANELS, INC. OPA- LOCKA, FLORIDA M!AM! -DADE COUNTY PROD. CONTROL AI-% I OVED 8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE MAXIMUM SPANS AND LOADS SHOWN ON THESE DRAWINGS. REFERENCE CONSTRUCTION TESTING CORPORATION (CTC), OF MIAMI. FL, TEST REPORT Nc. 02 -041. 10. TOP 4 BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY SE MOUNTED HORIZONTALLY WHERE APPLICABLE. EXCEPT FOR MOUNTING CONDITIONS INCLUDING 'I-!' OR 'U' HEADERS. 11. ALL BOLTS a WASHERS -SHALL BE ZINC COATED. GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSI. 0 m L EXISTING CONCRETE. !- IOLLOW BLOCK OR WOO= FRAMING. - BUILD -OUT - DISTANCE ISga TYP (t 00516• ( - GALV STEEL, GRADE 50) imp. mist. 5.000' MAX. J -PAN CLOSU '4 -20 5S. SIDEWALK OR MACHINE BOLT 4 WASI.IERED dJINCOUT • 24',O.C. TYP. I8 GA. GALV. STEEL BENT PLATE (00418• 51 T HK.) dR 2'x2'x.I2S' 6063 -T6 ALUM. ANGLE 0062' - 1.181 TYP ' - i 10250• 1.181' F O 1-1' HEADER J ' -I 4' MAX . C CORNER CLOSURE DETAIL 0350.-.4 1 I r °-25°. 0.050 0.085' +1 08 65 2 50 ' 10 WASHERED WINGNUT (ZAMAC 3 ALLOT) EXISTIN WINDOW OVERLAP WALL BEYOND WINDOW DISTANCE GREATER THAN OR EQUAL TO 13 TIMES BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13) ALUM. ANGLE ® OR J -PAN CLOSURE PIECE ® (SEE DETAILS ABOVE). LEG DIRECTION MAY BE RcVERSED FASTENER • 15' O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO Slpsr (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GR THAN 8ipsr,USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS • I0' O.C. O BUILD -OUT MOUNT CLOSURE DETAIL N.T.S. O V' HEADER 0.125' 025' MAX 0063' 3 315' MAX. 0_3,5. I , S,315'XTh D.189' , L 0D90' ' Tom' D 320'J r T 0.4 0b50' t= 0.015' 6-) KEYHOLE WASHER GAL V. STEEL GRADE S0 (J E IS DP:IO'1AL REO IITED. ONLY FOR USE WR4 MISS MEAD AND-10PS I C4LK -00 In 0 0.015' 0.063 . 063' 1-- 1.931' --I 13 TOP 'H•' TRACK IS TOP 'U' TRACK 5313' x 0.093' 49' I 1 T 't *n .•n 025' U MAX. EXIST. CONC, ., HOLLOW BLOCK OR WOOD FRAMING -� E.0-0 J EMBED 0063' r 0.125' 0 js, • [ S- 0.�3; �15 215 • 11 _ 0055. TYP. 0093' --J I ,± I I 0093' -II- I } 5313' ` I6 BOTTOM 'U' TRACK EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING . WALL MOUNT CLOSURE DETAIL v N.T.S. F TRAP MOUNT CLOSURE DETAIL N.T.S. UI ,u z am J 'U ALUM. ANGLE ® OR J - PAN CLOSUR PIECE 90 (SEE DETAILS ABON). LEG DIRECTION MAY BE REVERSED. CtDTU IDNLCI!TED (PERP. TO PANEL SPAIN) TOP MOUNT (COIN TYPE TYP. SECTIONS AS WO•D) A TYPICAL MOUNT ELEVATION N.T5. TOP MOUNT (GONN TYPICAL Py,BL a sp TYPE AS ! O'D) LAST FOR BEEFOG PANEL ce6TRUCTION OBSTRUCTIONS OvERLAP7 0500' OVERLAP MINIMUM FASTENER • 15' O.C. FOR DESIGN LOADS LESS TI-IAN OR EQUAL TO Sips( (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). FOR DESIGN LOADS GREATER THAN 81pst. USE ALUM ANGLE CLOSURE PIECE ONLY WITH ANCHORS • 10' O.C. 5Z OPTIONAL '4 -2S STITCH BOLTS WITH I'IASHERED WII•CMJ1S FASTENED • OVERLAPS • FIIDSPAN Tu (USE APPROPRIATE m SPAN TABLE) : `a n W ' PLAN VIEW o aJ � O Q am4> BOTTOM MOUNT (CONN •o ROM2* •� I� _ , �� TYPE 4$ REO�) N 80150" 025' MAX EXISTING CONCRETE. HOLLOW BLOCK OR WOO:: FRAMING NAT EE AT / TOP I GOTTEN" z _ - 031S' MN • EDGE DIST. 0 0 BOTTOM MOUNT (COIN / / ` TYP. PANEL OVER AP TYPE '45 REDID)" L OPTIONAL '4-20 STITCH BOLTS WITH IUASH_ WNGNUTS FASTENED • OVERLAPS • MIDSPAN (USE APPROPRIATE SPAN TABLE) YPICAL MOUNT ELEVATION AROUND OBSTRUCTION © NYS. Approved as cm :plying with tk: forida )r»3 in C d o Date 01 Z 'LC c3 t oA ) - 1 2L -4Sc� Miami Bide Product Cast:rri DiVi310 • E / r. FRANC L. BENNARDO. PE. •PE0046S49 0 Z W W Z z W LL U Z CD d Z Z > C Q4 0w LLI N Q Q- S LL Q (- • L 0 • ~ VISIONS DESCRIPTION CQ►ITT CO:E Ts DATE N./03 SCALE: 3• I• DRAWN 5Y: CL G• :F "RINI Ch' I_: I1)15/E2 DILL; ': 02- 868 -III SL) I OF 4 11 11 10 ilinerA 12 12 12 12 7 12 12 12 6 1 2 9 9 8 12 12 12 9 S 11 11 11 6 10 7 4 / 6 12 12 12 7 4 9 5 4 56 B INIPPRIP u"„© "it "©"" mmu"m'numum AffnEWMOMMEINNOMEINZIMIWAIIMEMAINIEEMNIIMEmeratz HOININNIP 6 6 81191118111110.11 10 10 10 7 4 7 7 7 56 3 5 3 ' ©'m""u" m " 8 B 8 5 3 6 3 3 4 ©, "©'llea©' ,Ali' FM"' ICI'M"CIE"' AINVIMI' E'IJ ©' EI"®' .'Ai'FFA"'CI" "iCIM"'CIWAWAT11013'EI"©'I"©' 12 12 12 IID 1 2 12 12 10 6 12 12 12 7 10 10 10 ,2 12 12 8 5 10 10 10 5 8 4 4 12 12 12 6 4 8 4 4 4 PIIIIIIPI1N AlIBI'EW' ©' "©'MEIME ADI'R"©'U" ©' 0 J 5 u q 0 z ANCHOR TYPE Aum1(1un11uunu11m1a1V- 1/4 "0 ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 1/4 - 0 POWERS CALK -IN W/ 7/8" EMBEDMENT t 1/4 -20 STAINLESS STEEL MACHINE SCREW 1/4 POWERS . ZAMAC NAIL -IN W/ 1 -1/8" MIN. EMBEDMENT * 881808E113111111> * 1/4 "0 ELCO MALE/ FEMALE "PANELMATE" W/ 1-1/6 MIN. EMBEDMENT IL 1/4 -20 MACHINE SCREW WITH NUT laan%%%%hmueu I. 1/4•' ELCO TEXTRON HEX - FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -1/4" EMBED 1/4 "0 ELCO CRETE FtE3C W/ 1 -1/4•• MIN. EMBEDMENT LOAD (W) P.S.F MAX (SEE NOTE 1) 45.0 57.0 73.0 105.0 170.0 45.0 73.0 105.0 170.0 45.0 57.0 57.0 73.0 105.0 170.0 45.0 57.0 `12 73.0 105.0 170.0 45.0 57.0 73.0 105.0 170.0 45.0 57.0 SPANS UP TO 5' - 8' (SEE NOTE 1) SPANS UP TO 8' - 0' (SEE NOTE 1) SPANS UP TO 9 . -0 . (SEE NOTE 1) SPANS UP TO 13' -1' (SEE NOTE 1) SPANS UP TO 5' - 8' • (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYP CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 Cl C2 C3 C4 C5 C1 C2 C3 C4 C5 Cl C2 C3 C4 C5 12 10 7 5 4 12 12 10 7 5 12 9 7 5 4 12 11 8 6 12 12 10 7 5 12 12 12 7 12 12 10 3 12. 9 7 12 12 11 4 1 1 2 10 1 2 12 12 7 4 9 9 9 5 3 8 8 8 4 5 3 3 3 12 12 12 B 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3 10 5 3 7 7 7 4 4 6 5 5 3 4 4 , A O 11 11 11 6 4 8 8 8 4 4 7 5 6 4 • 5 3 4' 5 3 ©©'CI""� ' 'A' 8 B B 5 3 6 3 3 3 '©"©m©"m©' AJI'�'i "EI" „CI" "� �'©" ©'©" ©' 10 7 12 12 10 3 12 9 7 12 12 11 4 12 12 73.0 10 10 10 6 105.0 7 3 3 4 170.0 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 7 6 4 3 7 6 4 9 7 5 3 10 B MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 8-0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) Cl C2 C3 C4 CS 2 12 8 11 11 1 12 12 12 12 7 12 12 12 9 12 10 6 7 4 6 12 12 12 7 4 8 5 4 5 7 11011111 11 11 10 l r 12 12 1 12 7 12 12 1 9 g 8 7 4 6 ' o A 12 12 1 2 '7 4 5 11 11 11 7 8 5 4 5 7 � � / 11114111101111111 / �'�I' ©'© "i©'©" ©' �'EI"�'E"�'i SPANS UP TO 9' - 0' (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1 C2 C3 C4 C5 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 PAGE 5. 2. ENTER AM•HOR•StHEDULE BA5AtE�CDON THE EXISTING STRUCTURE MATERIAL. O EQUAL NE J1 AP ON ER I AND SELECT SPAN GREATER THAN OR EQUAI• TO $HWT E PAK •• •• •• • • • •• 3. EXISTING STRUTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS iGR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHOR'S 6t1ALL B+E IMSiALLIED IN ACCORDANCE WITH MANUFACTURERS' RECOM19 {N 7A rICNaS. • • • • •• • • 5. MINIM81 EMSEDMEN AN77 EDG! EXCLUDES WALL FINISH OR STUCCO. 6. WHERE EXISTING STRUCTURE IS WOOD FRAMING WOOD, FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INT6 ADEQUATE WOOD FRAMING MEMBERS NOR PLYWQD O!PASs ENIMG TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOIURC PIEcEI.•• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MINI WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION O ANCHOR SPACING SHALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying with the Florida !inkling Code Acceplence No 0 Expiration Date 0 By M mi D:. ' ' roduct Control Division VJ. KNEZEVICH PROFESSIONAL EER FL Lane .1 • • 10!17 NOM ear• 10/17/2002 C 0 N d • Ls Z - N W -r- N F LU V Qo V a • H IA cc 021 V � lL NJ W N z Y O ro I° 'scale Al NOTED ( design by I vm W 8 3 W ULD IC - -mom Fmnln I o v ; a No mm " 3 Z f J x - <lO< N.L N Oral/Why plc' f vac drawing nu. 03 -814 sheet 7 of 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. • •• ••• • • • • • •• • • • AINCH O R • TI ' P E . • •• ••• •• • • • ••• • LOAD '111) • •SPANS p,S!F.• maw MIN. 3/4" EDGE DISTANCE UP TO 5' -B" • • (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) • • •_ (SEE NOTE 1)• CONNECTION C1 (SEE 42 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 mom • • i • i • . • 1fs111111d11111.1U11111'�d1►• • 1/4°0 WOOD LAG W/ • 1 - 3/4" MIN. THREAD PENETRATION SHEAR •R RALLEL IRPERPs1 • Tow000�G� IN 4 4510 ,� 57% 1 1E 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 5 12 a C5 12 7 12 12 12 5 3 12 12 12 4 3 12 5 4 3 7 73 12 12 12 5 4 12 9 9 3 3 12 6 6 3/ 12 12 5 4 3 / /' 105 • • 12 • • 9 8 3 3 12 S 4 3 / 12 5 4 3 / 12 S 4 3 17C.0 1Z 5 4 3 "/ 12 5 4 3/ 12 5 6 3 ` 12 5 I. 3 // ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS V OC N uJ LOAD ANCHOR TYPE MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE (WI P.S.F. MAX. SPANS UP TO 5' -B" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13 (SEE NOTE 1) SPANS UP TO 5 (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13 (SEE NOTE 1) (SEE NOTE 1) CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 CS CONNECTION (SEE Cl C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 NOTE C2 C3 TYP 3) C4 3 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYP 3) C4 a C5 iiz11111111111111111111111111111ti 1/4 - 0 ITW 1 - 1/4" MIN. (MIN. 3.100 45.0 12 12 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 S 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 12 12 6 4 11 9 10 6 3 8 3/ 4 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 8 3 4/ 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 TAPCON W/ EMBEDMENT 105.0 10 5 5 5 3 8 3 4 8 3 4 B 3 / 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 P.S.I. CONCRETE) 170.0 8 3 4 B 3 4 / 8 3 4 8 3 / 4 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 ��uu GE u v * 1/4"0 POWERS W/ 7/8" 1. 1/4 - 20 STEEL MACHINE (MM. 3,000 45.0 12 12 12 12 9 12 12 9 12 12 8 12 9 9 5 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 CALK - IN EMBEDMENT STAINLESS SCREW P.S.I. CONCRETE) 57.0 12 12 12 10 7 12 12 7 12 12 6 12 5 4 4 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 9 5 12 6 5 12 5 4 4 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 12 5 4 12 5 4 4 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 4 12 5 4 12 5 4 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 p 45.0 12 12 12 10 6 12 12 7 12 12 6 8 4 4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 6 4 9 5 5 5 3 A E 46 4 .0 2 u , 1/4" POWERS ZAMAC MIN. EMBEDMENT (MIN. 3.000 Psi. CONCRETE) 73.0 11 11 11 6 3 8 4 4 4 9 7 3 3 4 A 6 4 g 3 A 12 12 12 7 4 9 S 5 5 3 8 3 3 4 A 7 105.0 8 4 4 4 ' 6 , ME 3 I/ 6 ME 3 P A 6 'AM 3 ' 9 5 5 3 7 4 " //. 7 " 4 ' 7 170.0 E" 3 ' 6 '.' 3 ' 6 " 3 '. 6 En 3 ' 7 ,4 ". 4 02 7 r#102 4 IX 7 " 4 7 ow 4 • +R 1/4"0 ELCO MALE/ FEMALE `PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT L 1/4 - 20 MACHINE SCREW WITH NUT (MIN. 3.300 Psi. CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 B 7 7 4 12 12 12 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 8 5 57 0 12 12 12 12 8 12 12 12 9 6 12 12 12 B 5 11 4 4 6 3 12 12 12 12 9 12 12 12 11 .6 12 12 12 10 6 12 4 4 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 '12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 iI_I111111111111 \11111111111 1/4" ELCO TEXTRON HEX HEAD TAPCON TAPCON/ W/ 1 - 3/4" EMBED (MIN. 3.320 P.S.I. CONCRETE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 B 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 B 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 • 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 5 7.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 1 /4 "WELCO /4REMiN. EMBEDMENT (MIN. 3.350 PS.I• CONCRETE) 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 CO v' 3 v c M Fe a 0) I n a o. x Ls U U v N 0 0 0 a I) 0 0 0 0 C c 0 u • •• •• • • • •• •• 000 • • • 000 • • f SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying with the Florida Bolding Code Acceptencc No O Expiration Date o = Q By gp� d. Mia i Da roduct Control Division • lJ z z W -I- H W u I- D Q o _O v CC 0 O N N Q oy W = W W e WV^ Z O I 06 r 0 I0 8 VJ. KNEZEVICH PROFESSIONAL NEES R license No: ~ 0983 200 C 0 M H (a,r• 10/17/2002, I ac .t. AS NOTED ' design by VIA dr,rn'•y NCR [ oh %%%%% by) l VIA drooping no. 03 -814 sheet 6 of 7 MCantu 08/21 /2003 05: 51: 45pm Print Information: MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCEPT © EO FQ (FT - IN) TYPE El ,-_, DETAIL OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) C DETAIL © DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE D DETAIL 0 9- 3/16" MAX. B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 40.0 12 - 11 10 - 8 12 - 5 10 - 11 48.0 12 -4 9 -9 10 -4 10 -0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 -0 9 -0 9 -3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8 -6 8 -6 8 -8 66.8 10- 11 8 -3 8-3 8 -5 67.5 10 -9 8 -3 8 -3 8 -5 71.2 10 - 3 8- 0 8- 0 8- 2 75.0 9 -8 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.8 8 -5 6 -7 6 -7 6- 10 91.4 8- 0 6- 3 6- 3 6- 6 100.0 7 -3 5 -9 5 -9 6 -0 110.0 6- 7 5- 2 5- 2 5- 5 120.0 6- 1 4 -9 4 -9 5 -0 130.0 5 -7 4 -5 4 -5 4 -7 140.0 5 -2 4 -1 4 -1 4 -3 150.0 4 -10 3 -10 3-10 "4 -0 160.0 4 -6 3 -7 3-7 3 -9 170.0 4. -3 3 -4 3 -4 3 -6 ® ALT. CLOSURE DETAIL SCALE: 3" • 1' -0" 3 #10 TEK SCREWS OR 3- 3/16"0 ALUM. POP RIVETS (TYP.) 2"x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY FASTENER @ 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) $110 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @18 "O.C. 1" x 1" x .055" ; 1" x 2" x .055 "; 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE FASTENER (a 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" • 1' -0" 1" x 2" x 1/8" ALUM. ANGLE #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055" 2" x 3" x .055" • 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE O P CORNER CLOSURE DETAIL SCALE: 3" • 2"x2 "x.125" ALUM. ANGLE CONT. T A B L E 1 $110 TEK SCREW OR 3/16 "0 ALUM'POP RIVET @ 24" O.C. (TYP.) TWO 1/4"0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) •• •• • • • • •• 1 / 4: WY$R 1�l.f}}(�& HEIyo • MK r.ETR � • S '• •• 24" O.C. W* V‘le• • • • • • • . 16TdN6 • • •IRE • • • • • • • • ••• • LF OF t�B USE MALE OR FEMALE AS ••• • REQUIRED ••• • • ®ALT. A 3 CLOSUBE I]ETAIL • ••• • • • ••• • NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4: ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" z Q Q 0. O. N m CC VI oQ w J ~ N J w D . D I X 0 til Q X 1 v Q w in 1= 1/4" MAX. OALTE RNATE FLOOR MOUNT DETAIL SCALE: 3" • 1' -0" EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER Cnl 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE VJ. KNEZEVICH PROFESSIONAL E R Ucarw • • • 109a1 design by V/K PRODUCT REVISED as complying with the Florida Buiding Code Acceptance No03 .07 Expiration Date 0 By I • •v Miami Da Division roduct Control °! L ro I � I8 0 C D WI acd• AS NOTED N N 0 dare 10/17/2002 [drawn by MCR (chec by [ checked drawing no 03 -814 sheet 5 of 7 icone\ko\CAOD\Associo MContu 08/21/2003 ch\GHPP\03-814V1—sub\03-814-05.dwg MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 3 0' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREA TER THAN 30' ABOVE GRADE (INCHES) 30.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/B 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 40.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -5/B 11 - 0 3 2 -1/4 12 - 11 . 3 -3/4 3 50.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 60.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 Y -7./8 1 -3/4 11 - 0 3 1 -3/4 11 - B 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 80.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 90.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 100.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 ® ALT. CLOSURE DETAIL SCALE: 3" • 1' -0" 3 #10 TEK SCREWS OR 3- 3/16"0 ALUM. POP RIVETS (TYP.) 2"x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY FASTENER @ 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) $110 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @18 "O.C. 1" x 1" x .055" ; 1" x 2" x .055 "; 2" x 3" x .055" ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE FASTENER (a 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) ® ALT. CLOSURE DETAIL SCALE: 3" • 1' -0" 1" x 2" x 1/8" ALUM. ANGLE #10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1" x 1" x .055" ; 1" x 2" x .055" 2" x 3" x .055" • 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE O P CORNER CLOSURE DETAIL SCALE: 3" • 2"x2 "x.125" ALUM. ANGLE CONT. T A B L E 1 $110 TEK SCREW OR 3/16 "0 ALUM'POP RIVET @ 24" O.C. (TYP.) TWO 1/4"0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) •• •• • • • • •• 1 / 4: WY$R 1�l.f}}(�& HEIyo • MK r.ETR � • S '• •• 24" O.C. W* V‘le• • • • • • • . 16TdN6 • • •IRE • • • • • • • • ••• • LF OF t�B USE MALE OR FEMALE AS ••• • REQUIRED ••• • • ®ALT. A 3 CLOSUBE I]ETAIL • ••• • • • ••• • NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4: ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE) 1 -1/4" z Q Q 0. O. N m CC VI oQ w J ~ N J w D . D I X 0 til Q X 1 v Q w in 1= 1/4" MAX. OALTE RNATE FLOOR MOUNT DETAIL SCALE: 3" • 1' -0" EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER Cnl 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE VJ. KNEZEVICH PROFESSIONAL E R Ucarw • • • 109a1 design by V/K PRODUCT REVISED as complying with the Florida Buiding Code Acceptance No03 .07 Expiration Date 0 By I • •v Miami Da Division roduct Control °! L ro I � I8 0 C D WI acd• AS NOTED N N 0 dare 10/17/2002 [drawn by MCR (chec by [ checked drawing no 03 -814 sheet 5 of 7 icone\ko\CAOD\Associo MContu 08/21/2003 ch\GHPP\03-814V1—sub\03-814-05.dwg ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 x 5 5' -0" 9' -5" Tw = .125" 8' -0" 8 -1" Tf = .125" 10 -0" 7' -6" 2' x 8" 5' -0" 14' -0" 8' -0" 11' -6" Tw = .072" Tf = .224 10' -0" 10' -4" 2' x 9" 5 -0 15' -5" 8' -0" 12' -5" Tw = .072" TI = .224 10' -0" 11' -2" TWO '8 "0 POWERS CALK-IN @ 3 -3/4" O.C. /4 MIN. EMBED. IN 3 KSI CONC. WITH -1/2" MIN. EDGE IST. OR FOUR ELCO CRETE -FLE .C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE EXISTING STRUCTURE TWO 3/8 "0 POWERS CALK -IN @ 3 -3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 KSI CONC. WITH 4 -1/2" MIN. EDGE DIST. OR FOUR 1/4 "0 ELCO CRETE -FLE 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE STRUCTURE 5/8" MAX. 2 "x3 "x1/4" 6063 -T6 ALUM. ANGLE r DETAILSOI &© THREE -1/4"o THRU BOLTS 1" MIN (MAX. DESIGN LOAD : 72 PSF) O TOP SUPPORT BEAM DETAIL SCALE: 3" OR DOOR SEE TABLE 2 • • • • (MAiC. 0E6IGM GOAD : 32 PSF) • • • • • • • • rjOTtOWFSLFPP4Ri DETAIL • TCATE: T"•= NOTE: 1. USE BEAMSCHE.QULE FOR DETAILS iOj) AND(9. 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM q_ OF SUPPORT TO C OF SUPPORT. ••• 2" x • 3" x 1/4" • • .606 J€1,7 ANGLE �. •° . • T,1-114%,E-1/4"0 THRU BOLTS • •-----o- • • ALT...I•EI •CTIRECTION ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) o 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" 0.C. USE THRU BOLT OR ACCESS LE AS SHOWN IN DETAIL J) r1 /4" MAX. 0 0 1.50" 3.00" 3/16 "0 POP RIVET OR 4112 TEK SCREW @ 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW & NUT (off 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL H) 1.50" 3.00" OR DOOR /7 :DRILL 7/16 "0 HOLE r / DRILL 5/16 "0 HOLE 1.13" ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3"= 1'- 0" DRILL 5/16 "0 HOLE 1.00" V2 ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3 "= 1'- 0" EMBED. PLYWOOD AND 7 STUCCO FINISH 5/8" MAX. SEE TABLE 2 3.75 PLYWOOD AND STUCCO FINISH 3.00" 3.00" 3.00" 1.00" 5/6" MAX. (MAX. DESIGN LOAD : 72 PSF) I1/2" O RDOOR ® WALL MOUNT SECTION - USING 2° x 6' P.T. WOOD PLATE SCALE 3" = SEE TABLE 2 1/4 -20 S.S. MACHINE SCREW Z. NUT 12" O.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW @ 24" 0.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1 "x3 "x1 /8 "OR 1 "x4 "x1/8" • 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD = 72 PSF) l L SEE TABLE 2 OR DOOR 3/16"0 POP RIVET OR 4412 TEK SCREW (ol 6" O.C. (TYP.) O & ASSEMBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING X1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FOR WOOD PLATE USE 1/4 "0 S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE (01 12" O.C. TWO 1/4 "0 S.S. LAG SCREW 24" O.C. MAX. W/ 1 -3/4" PENETRATION IN CENTER OF STUDS 2" x 6" P.T. W000 PLATE — 11/2" O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" = 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ. 1/4" MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 3/16 "0 POP RIVET L (al 6" O.C. (TYP.) 1/4" MAX. EDGE DISTJ, ® CEILING/INSIDE MOUNT SECTION SCALE: 3" 1 1' -0" PRODUCT REVISED as complying with the Florida Buiding Code 3 - 7 Acceptcacc No D O E2piption Date 0 0)', Miami Dad#lroduct Control Division -0! toog VJ. KNEZEVICH PROFESSIONAL acwml Aft m 0 01 N 0 N N O 0 s 0 F (7 der. 10/17/2002 scat. AS NOTED `design by 1 l VJK (drawn 'by MCA ch•ck•d by VJK drawing no. 03 -814 sheet 4 of 7 l7 0 W atr SEE ABLE 2 ® WALL MOUNT SECTION SCALE: 3" • 1' -0" EXISTING CONCRETE. MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. LLq OR DOOR v C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT. 11 CONT. 1/2" r..r..= .r..r..r... _= 1/2" 1/2" 11 CONT. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX." SPACING BUT DO NOT • EXCEED 6" SPA NG •• CONT 1/2" .. "i 1/ EMBED. 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMBLY TYP. EVERY OTHER P 1/2" 0 C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. TWO 1/4 -20 MACHINE BOLTS W/ NUT OR 1116 TEK SCREW @ 12" 0.C. (TYP., TOP & BOTTOM) SEE TABLE 2 9- 3/16" MAX. 11 CONT. • • • . • 1/4" MAX- z Z Q• Q aw �m L O Di 3c 8b DOOR 3/16 "o POP RIVET 1- -AU OR 1112 TEK SCREW • Qj (0 6" 0.C. (TYP.) 1/1 )(3 (4 ) & OS X EL/ ASSEMBLY Q wV) 1" x 1" x 1/8" w ALUM. ANGLE .V W/ 3/16"� POP RIVETS (al 6" 0.C. 1/4" 0 \ MAX- ... • • • •• SEE TABLE 2 C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT W/ NUT (T 12" 0.C. (TYP., TOP & BOTTOM) ROLLER ASSEMBLY TYP. EVERY OTHER P 1/4" MAX- :/ a" NAX-J • • •• EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EQ. EQ • • • • _ _ --- y • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • ••• • NOTE: BOTTOM MOUNT DETAIL MAloe€ WSEDeA•T i0A• • • • • • • • • • • ®BUILD_OUT MOUNT SECTIOIS • • "' • • • • SCALE: 3" • 1' -0" • • • • • • • • • • • • ••• • • • ••• • • SL O CEILING/INSIDE MOUNT SECTION SCALE: 3" • 1• -0" Z QJ am OW JD 410 W XI Q F W OR DOOR w 0 w Ff1GF DIST Ff1GF DIST 1 1 • EXISTING CONCRETE. MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. -5 /8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 -1/4" MAX. Z QJ warn wt^Q ZOw Q JD CL <0 w X3 Q � F 3/16 "0 POP RIVET @ 6" 0.C. (TYP.) 1 -1/4" MAX. O BUILD -OUT MOUNT SECTION F SCALE: 3" • 1' -0" EDGE DIST. OR DOOR O 0 1/2" SEE TABLE 2 2 -7/8' C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX.- 1/6" MAX.- /2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5 /8" MAX. l7 0- to 0 OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER 5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2®T-YP. TOP & BOTTOM AL T . ANEE D�REC Y EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER @ 24" MAX. O.C. EXISTING WOOD OR STUCCO FINISH MATERIAL 1114 SMS (nl 24" O.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBED. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT DO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ ; ; _ TY- U BO 12" 0.C. (TYP., TOP L7 —1/4" w MAX. O 3 -3/4" MA )6. 1 -1/2' -1/2' —1/4" MAX. 1OTOP & BOTTOM �/►�j� C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. O BUILD -OUT MOUNT SECTION SCALE: 3•' • 1• -0" 1 3" WOOD SOFFIT / ® FLOOR MOUNT SECTION SCALE: 3" • 1• -0" OR DOOR o � : 0 CC W W C "' = w ~ o. z Q a a w 1- 1- V) w L7 0 w —1/4" MAX. 16 C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 5/8" MAX. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2" 1/2" 1/4" MAX- 1/4" MAX.- O BUILD -OUT MOUNT SECTION D SCALE: 3" • 1' -0" 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4"o WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD (ol EACH RAFTER OF TRUSS. 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS z z Q' Q c.uJ avlm L 3Q a & - W J � J J 7_, = X.0 to Q w X Et Q w in Z C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING PRODUCT REVISED as complying with the Florida Balding Codc Acceptance No 0 Expiration Date O 13y Miami Da ,''roduct Control Division cs tt O i L T O I � I° 0 Q M c 0 N 0 N m 0 0 s 0 co date 10/17/2002, AS NOTED] d•sipn by VJK drawn by MCR (Checked by) VJK drawing no. 03 -814 sheet 3 of 7 1 T . --- --- -- --7 1111 ® 6H11111 EalEl I'll' 131111111111 L dais 10/17/2002 scDy Ax at• NOTED► draopn- i s idssign Dy )(chack.d Dy V 1K JJ V 1K drooping no. 03 -814 [ sheet 2 of 7 rea 0. N 0 Iii 0 CL CC a. o i esi 5. w BOTTOM TRACK FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 0 (TYP.) SECTION VARIES - NO LIMIT TYPICAL ELEVATION N.T.S. t r AI ��a•ss mmi 14 YM fa YY EXISTING GLASS — (TYP.) 6 -1/2" SINGLE ARM LOCKING c MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK-MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER /4 " ^ M OPTIONAL DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSION •4 BEFORE ASSEMBLY FOR • TRUSS HEAD BOLT (TYP.) PLAN VIEW TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE �I LOCKING MECHANISM CAN BE (0 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DtSTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. TYPICAL PLAN VIEW SCALE: 3" • 1' -0" 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "0 POP R4VET6 @a•6" 9 -- • • • • • • • • • •• • • •• •• • '— JOIN BETWEEN I EMO �/I!LE•AND SjOL: • • • • • • • • • • • • • • •• • • • PLAN VIEW • • • • • • ••• ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • SECT1ON S REMOVABLE P.LQOR TRACKS)ETAIL SCALE*: 3•'• 1' -10" • • • • • • USED WITH PIECES 0 AND LOCKING PIN SCALE: 1 -1/2" • 1' -0" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SSEFIBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 • • I;OR COMPLETE INFORMATION • C5 CONNECTION TYPE • •SCHED UE LEFOR MAX. SPACING SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1/4 INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. 2" MI . . /It PLAN VIEW FASTENER ( 2 O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP 3/4" MIN. SEE FASTENER SCHEDULEVr1 -1/2" MAX. 1 rr SCALE: 3' • 1' -0 1" x 1" x 1/8" 3/16 "0 POP NYLON HANDLE (DOES NOT REPLACE SINGLE ARM L000 OPTIONAL CLOSER HANDLE N.T.S. 0 (DOES NOT REPLACE SINGLE ARM 1.000 NYLON HANDLE OPTIONAL CLOSER HANDLE N.T.S. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 0 � � % A op t fyg- 1 ■■.r 13 14 ;Min' IM EXISTING/ GLASS s (TYP.) 6 -1/2" SINGLE ARM LOCKING OR SIDE OF SHUTTER. T UTTER. OR SI OF HTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER OPTIONAL PLAN VIEW SCALE: 3" • 1' -0" JOINT BETWEEN REMOVABLE AND FIXED SILL SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "• 1'- 0" 7/16" 0.0. MP BUSHING #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "m x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP P. BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE SSEMBLY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CARRIER BUSHING 2® 12 0.63" LONG NYLON 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE 2- MI FOR ANY ACCEPTABLE 1 ANCHOR). PRODUCT REVISED as complying with the Florida Riding Code Acceptance No 03 - o7/7 Expirption Date° By Miami D rodact Cooirol Division W UI0 < ¢ Mmin ui crihin v v 0 N 0111111 z- JX - <W N f N T . --- --- -- --7 1._ ® co EalEl [01E0 NIOBIUM rea 0. N 0 Iii 0 CL CC a. o i esi 5. w BOTTOM TRACK FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 0 (TYP.) SECTION VARIES - NO LIMIT TYPICAL ELEVATION N.T.S. t r AI ��a•ss mmi 14 YM fa YY EXISTING GLASS — (TYP.) 6 -1/2" SINGLE ARM LOCKING c MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK-MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER /4 " ^ M OPTIONAL DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSION •4 BEFORE ASSEMBLY FOR • TRUSS HEAD BOLT (TYP.) PLAN VIEW TOP TRACK ALT. LOCATION OF LOCKING MECHANISM AT SIDE �I LOCKING MECHANISM CAN BE (0 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DtSTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. TYPICAL PLAN VIEW SCALE: 3" • 1' -0" 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16 "0 POP R4VET6 @a•6" 9 -- • • • • • • • • • •• • • •• •• • '— JOIN BETWEEN I EMO �/I!LE•AND SjOL: • • • • • • • • • • • • • • •• • • • PLAN VIEW • • • • • • ••• ••• • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • SECT1ON S REMOVABLE P.LQOR TRACKS)ETAIL SCALE*: 3•'• 1' -10" • • • • • • USED WITH PIECES 0 AND LOCKING PIN SCALE: 1 -1/2" • 1' -0" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SSEFIBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 • • I;OR COMPLETE INFORMATION • C5 CONNECTION TYPE • •SCHED UE LEFOR MAX. SPACING SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1/4 INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 2 -1/4' SINGLE ARM LOCK N.T.S. 2" MI . . /It PLAN VIEW FASTENER ( 2 O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). (TYP 3/4" MIN. SEE FASTENER SCHEDULEVr1 -1/2" MAX. 1 rr SCALE: 3' • 1' -0 1" x 1" x 1/8" 3/16 "0 POP NYLON HANDLE (DOES NOT REPLACE SINGLE ARM L000 OPTIONAL CLOSER HANDLE N.T.S. 0 (DOES NOT REPLACE SINGLE ARM 1.000 NYLON HANDLE OPTIONAL CLOSER HANDLE N.T.S. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 0 � � % A op t fyg- 1 ■■.r 13 14 ;Min' IM EXISTING/ GLASS s (TYP.) 6 -1/2" SINGLE ARM LOCKING OR SIDE OF SHUTTER. T UTTER. OR SI OF HTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER OPTIONAL PLAN VIEW SCALE: 3" • 1' -0" JOINT BETWEEN REMOVABLE AND FIXED SILL SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 "• 1'- 0" 7/16" 0.0. MP BUSHING #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "m x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP P. BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE SSEMBLY OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING CARRIER BUSHING 2® 12 0.63" LONG NYLON 3/8" O.D. x 0.90" LONG NYLON BOTTOM BUSHING #10 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE 2- MI FOR ANY ACCEPTABLE 1 ANCHOR). PRODUCT REVISED as complying with the Florida Riding Code Acceptance No 03 - o7/7 Expirption Date° By Miami D rodact Cooirol Division W UI0 < ¢ Mmin ui crihin v v 0 N 0111111 z- JX - <W N f N