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BP-05-1334BUILDING PERMIT APPLICATION FBC 2001 Total Fee Now Due $ (Continued on opposite side) Z13 .25 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SEP 1 Type (circle): Building Electrical Plumbing Mechanical Roofmg X Owner's Name (Fee Simple Titleholder) 3O 3' pn Szi, e S Owner's Address 0 (0 ( (0C-1 City rYI‘V.Ink.f. I Coif S State R Zip Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name . ..A/ 4.' % 6 ' P JS e- Phone # 3— 9 O CCU Contractor's Address /37 l)/11.1 /5 /— City ii2/1k1,97 State Zip Qualifier "---z State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Perm/ t 5 Square Footage Of Work: O� Type of Work: ❑Addition DAlteration / ❑New ❑ Repair/RReplace ❑ Demolition Describe Work: Via- i 1 9 42- 'l!� � Submittal Fee $ Permit Fee $ 1.4 CCF $ 6 • CO /CC Notary $ 5 CO Training/Education Fee $ 2 • CO Technology Fee $ Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Permit No. S aster Permit No Phone # )szo 33(38' Phone # Zip Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved ajnd a rein . ection fee will be charged. The foreg day of who is person�al_y known to me or who has produced who is personally known t or who has produced I- NOTARY PUBLIC: Sign: Print: � r caner or Ag g instrument was acknowledged before me this 2 4- , 20 Q by My Commission Expires: jRi APPLICATION APPROVED BY: Chc 05/13/03 CS As identification and who did take an oath. NCL- Yssa Mccrea commission #DD444782 Contractor The foregoing instrument was acknowledged before me this 14 day of , 20C Signature NOTARY PUBLIC• Sign: Print: My Commission xpires: ation and who did take an oath. • abel Varg °" .F` "" W W.AARONNowtYcom ............................................................ ..... .... .................................... ar Plans Examiner Engineer Zoning HURRICANE SHUTTERS Passe d j, Inspector Comments ec__ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: August 13, 2010 Inspector. Bruhn, Norman Owner: Job Address: 1320 NE 104 Street Project: <NONE> August 13, 2010 Miami Shores, FL 33138- Contractor: DILBERT ENTERPRISES, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 150111 Permit Number: BP2005 -1334 J For Inspections please call: (305)762 -4949 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1122320320220 Phone: 786/256 -6434 Page 1 of 1 NOTICE OF COMMENCEMEN T A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAY, FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED nereby gives notice that improvements will oe made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: (r4 [? .6C(t1 Pore*. . i f Dfl) P J-0-t- 1 ( k.44 - 76 f I 300 W 04 61 im i ,u• S 2. Description of improvement: ateketen 1 1 L h ( .� . Z hd-Kci rzeo Sac ISae) EUrc.. wwkf shores PI 3. Owner(s) name and address: interest in property: °UA W (ZS Name and address of fee simple titleholder: 4. Contractor's name and address: 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. Expiration a� • this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is s• cified) ( Signature o,f. wne Print O rKer's Name 67;5 EPA 5 Z c'' Prepared by K Sat(') Sworn to anc suoscrioed before me tnis Ili aav of ' - t"�' ill ' 2C;. • Aaares r Notary PUDIIC /� y � � rin" iNotar`.''= Name -1(41 II 4 3310 IVIV commIss;OP expire: %/Ezp fres: • ••• < Commission #DD.i44782 •••• 41 JUNE 26, 2009 Q"�FroW W1tiW.AARONNOTARY.com By TE OF FLORIDA, COUNTY OF DA I..I� REBY RTIF that this ' is oiT on s HARVEY County Courts D.C. 1 1 1 1111 11 CFN 2a ae_r5R0994009 OR Bk 23798 Fs 3083; (1pe) RECORDED 09/22/2005 11: 11:39 HARVEY RUVII1, CLERK OF COURT MIAMI —DADE COMM FLORIDA LAST PAGE Produ iefA C-4//.41')? k Opening et Approval Schedule / Comparison Chart Address: /3_247 Alm /be t Permit No. Mullion Required Yes / No Miami Shores Building Department umuer es gn ressure ( +) PSF ( -) PSF LA./ G D/4 11 Cal Sg t 4 AM • • Product Acce Lance • Description of Window or Door or n on doo r - le/ /11 CJ4,7a4) U, V C1 F) �.1 L1-1 orm � a.1 ciLr It c( Product A , roval 0 ' . in; D ,+ :n Roa, h Opening 'ressure Size ( +) PSF ( -) PSF /p.4' 3'2 Shutter Required Yes /No • • • • . • • • •••. .. •. • • • • • • • • . Impact Yes / No • •• • • •••• ..•. • .••• • • • •• • • • • • • .. - • • • • . • • • • • • • •••• • • •••• • • • • • • • • • • • • • •. . . . . 44 •+ • O O ••• ••• O • ••• 0 guardian ICurricarie 1 rotec�CY ion' roduct • • 7211 e uli • O O Medley, Florit a J3166' • • 'hone: (305) 805 -7050 O O Fad (305) 805 -7058 O * Accordion hutte/' O S product ApprovalAutFiorr�atio Form 0 0 °ear 94r. Buiilding Official O O O We are the Dade County gvotice off cceptance Holderfor the "/ T100»Accordion O Shutter under renewa(number 03- 0717.07. (Previous number 02.0605.07) O a O This fctterauthorizes to use cm: product at this O j o6 OO O O * , <> Sincerely, affo J Ramos CEO guard `tan 2futttcane Protection Products, Inc. e e e e e eeeeeeeeeeeeeeee • • • • • • • • • • • • • • • • • • IVI I A M 1-DADE s • • • MIAMI -DADS COUNTY, FLORIDA • • • • • • METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION ; 140 pl! , GLER . TREET, SUITE 1603 • MIAMfi LORIDA 33130-1563 • • • • • • • • • • • • `, (305) 375 -2901 FAX (305) 375 -2908 • •• NOTICE OF ACCEPTANCE (NOM ••• . ••• . • • 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 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 ofhe 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 advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. LNSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors . and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02 -0605.07 & consists of this page 1 & approval.document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. °SA /o3 • •• • • • •• ••• •• • • • • • • • • • • • • • • • • NOA No 03 -0717.01 Expiration Date: 08/24/2008 Approval Date: 0827/2003 a 0 8 0 ••• • .107" .1 1.840" .875" .945" 60 • 1 41 It1 =:076"1 HEADER -CLG. O MOUNTED 1 SCALE: HALF SIZE .048" 2.4 O HEADER -WALL MOUNTED 2 SCALE: HALF SIZE 3.993" 5 4.478" ADAPTER SLAT SCALE: HALF SIZE ° ' t ` 5 4.78" . 4.5" 34 ® TYP. SLATS SCALE: HALF SIZE • ••• • • • • • • • • • • •• 4t'I .d• : M• • 87197y }}}}pp •N• • • It3 - • • ••• • • • • GENERAL NOTES: 1. 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. 4. 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 61G15 -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_POCUMENTS 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 ANDLJUSTIFY LICENSED SAID OR SHALL BE SUBMITTED DETAIL 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 PERMANENTLY LABELED AS FOLLOWS: GUARDIAN HURRICANE E PROTTE� PRODUCTS, INC MIAMI -DADE COUNTY PRODUCT APPROVED 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 18" OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. 11. STORM SHUTTER EXTRUSIONS SHOWN SHALL BE 6063 -16 ALUMINUM ALLOY, U.O.N. 12. OR GALVANIZED STEEL WITH BE 2024-14 TENSIL ALUMINUM 60 STAINLESS ., U.0 N. POP RIVETS TO BE 3/16 "0, 5052 ALUM. ALLOY, 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 POWERS CALK -IN ANCHORS. 15. THIS SHUTTER SYSTEM IS PATENTED WITH THE U.S. PATENT AND TRADEMARK OFFICE, PATENT No. 5,755,270. O BUILD-OUT WALL HEADER SCALE: HALF SIZE R1 0 0) 0 0 0 m • • • • 3.840" MAX • • • .326" 2.775" in N O CENT 9 ER MATE 1 SCALE: HALF SIZE � � I 2" MIN. -5" MAX., O ANGLE SCALE: HALF SIZE 2.373" r -. I.D. 1 .158" 44 " - •612" O.D. t 151° 1.350" 500" (OPTIONAL) © LOCKING CLIP SCALE: HALF SIZE .483" in N 2 (TYP. 2) 620" 0 J t- o O SILL -WALE: MOUNTED SCALE, HALF SIZE 0 N.190'= .095'= .442 _ 1.100" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. O ROLLER ASSEMBLY 12 SCALE: HALF SIZE a 4 0" .942" I 2.101" STAINLESS STEEL ASSEMBLY .320 "4 HOLE NYLON WHEE IN PLACE .251" 2.984" 2.795" O CENTER MATE 2 SCALE: HALF SIZE M AX. 230" 1300' It1 =I t2 = .0 5 6' @ DJ, A SILL -TOP ®ADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE SCALE: HALF SIZE OADJ. LE SILL F B SI O ZE . fn 0 0' N 0 o) Z5U TOP BOTTOM MAX °BUSHINGS SCALE: FULL SIZE 450" .485" .248 CARRIER .060' MAX. 3.245" 3.049" 15" .biU i b b. o 601-cf0 • N O 6 P D\ . ) 6 0" - `1 .080' 250" .949" 1.391" 055" (TYP.) -� 1.533" 1.891" .055' %060" 0 .0 SCSCEANTLE,EHRALMF ATE SIZE 1 (w/ LOCKING ROD) @ INSERT 13 SCALE: HALF SIZE .500" 4 t = .200" 0 �? m 111 N WALKOVER 5 LL LOCKING ARM ALIGNMENT INSIDE HANDLE 16 FLOOR M� s Z NTED @BUSHING (NYLON) 18 LON) SH LM (NYLON) HALF SIZE 1.533" ••" 050" 025 (TYP. 1 1.250" ® 90" END SLAT SCALE: HALF SIZE 1.250" .095" N . 42 '^ .942" .659" 2.101" ® LOCKING ARM SCALE: HALF SIZE .05o" @FLAT END SLAT SCALE: HALF SIZE ® CENTER MATE 2 Wi' COKING ROD) SCALE: HALF SIZE PRODUCT REVISED as complying with the Florida Bolding Code Acceptance No03 -07 • c 1 Expiration Date /JA / Sy Miami Dfde Product Control Division .2.me8 W r � 18 0 2 6 1 • • e . . • a 1 [date 10/17/2002 (scale AS NOTED ,t dr•wn MX [design b 'Ich•cked b drawing no. 03 -814 sheet 1 of 7 a 0 0 SECTION VARIES - NO LIMIT • • •S . • • ••S • • • • • • • •• •• • TOP TRACK} • • •• • •• • • • • • • • • • • ••. • • • • • • z 4 0 1/1 W 1- 2 J) X 4 P ALT. LOCATION•OF• LOCKING MECHANISM AT SIDE • • •- 044 • • • • • BOTTOM TRACK 0 (TYP.) TYPICAL ELEVATION N.T.S. i 4111V1.14011111111111111111E 111=11•11•1111111 aStwP _Li. I Sivo 0 11 ei EXISTING/ GLASS ® (TYP.) 6 -1/2" FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SINGLE ARM LOCKING MECHANISM AT CENTE OR SIDE OF SHUTTER. LOCK.MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TYPICAL FLAN VIEW SCALE: 3" . 1' -0" 3/4" EE FASTENER SCHEDU ,� 1 -1/2 X. LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. 1 "x1 "x1/8" ALUM. ANGLE W/ 3/16"0 POP RIVETS (lD 6" O.0 OPTIONAL JOINT BETWEEN DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSION®4 REMOVABLE AND FIXED SILL BEFORE ASSEMBLY FOR TRUSS HEAD BOLT (TYP.) PLAN VIEW • rL • • • • •••• • ••• • • • • • • ••• • • • • • ••• •• • • • • • • • • • •• • • • • • • • • • • • • • ••• ••• SECTION S REMOVABLE FLOOR TRACK DETAIL SCALE t 3 ". V - 0" USED WITH PIECES O AND S LOCKING PIN SCALE: 1 -1/2" • 1' -0" FASTENER t 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SSEFIBLY OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SINGLE ARM LOCK N.T.5. 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.5. 2" MI 3/4" MIN. SEE FASTENER SCHEDUL,E." -1/2" MAX. I 1 1 PLAN VIEW FASTENER @ 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 0 (TYP.) (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. (DOES NOT REPLACE SINGLE ARM LOCK) OPTIONAL CLOSER HANDLE N.T.S. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" . 1' -0" 1" x 1" x 1/8" JOINT BETWEEN REMOVABLE AND FIXED SILL NYLON HANDLE MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3 ". V- 0" OPTIONAL PLAN VIEW SCALE: 3" . 1' -0" #10 x 2" SMS. MANUFACTURED FROM #410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING & .460 "0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE EXISTING GLASS 5 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 3/8" 0.0. x 0.90" LONG NYLON MOM BUSHING 2® #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" MIV. FOR ANY ACCEPTABLE { / ANCHOR). PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 03 - Exp , tion DateO / By r' 4.m i.,/. Miami Da ' redact Control Division z Z N W v < —0 U e _ 0 . rz <L W z S W U ; W N � W N z 0 I° N W r 4 V 0 sot a •t X N 0 W W z 0 0 0 1 1 4 m4 al M NC W u a Wtn to -MO) a N otnm 30 _ N z f JX Nf 1 c wS > scab AS NOTED (design by 1 VJK (date 10/17/20021 drawn•by MCP 'chec (checked by ked drawing no. 03 -8 14 ( sheet 2 of 7 LAN • • VIEW • • .50"0 • •• SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON 2 -1/4' NSIDE OR OUTSIDE OF SHUTTER NYLON HANDLE ORM BUSHING 2® 12 I 7/16" LONG NYLON O.D 0.63" LO L01 BUSHING 2 6 rn 1ill 0 SEE TABLE 2 OR b w OwALL MOUNT SECTION SCALE: 3" • 1-0" EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT. 0 CONT. 1/2" 8 R DO 1 1/2" 0 CONT. ALT. ANGLE LEG DIRECTION. REVERSED ANGLE LEG MAY BE FROM ONE ANGLE OR FROM BOTH ANGLES (TYP.). C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPA NG _., 11 CONT. EMBED. 5/8" MAX. 1/2" •• •• "• • • • ••• EXISTING CONCRETE, MASIIN? : �� '• • OR WOOD STRUCTURE. EE • • b�C� N6 TI U TE, MASONRY ANCHOR SCHEDULE, TYP. • •••• AN'CHlOR C2 CONNECTION TYPE EQ. EQ REFERENCE ANCHOR _ __EQ SCHEDULE FOR Mien. • SPACING • . • • ROLLER ASSEMBLY; • TYP. EVERY OTHER P 0 5/8" MAX. 9- 3/16" MAX. 1/2" 1/4" MAX. 1/4" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING TWO 1/4 -20 MACHINE BOLTS W/ NUT OR #14 TEK SCREW @ 12" 0.C. (TYP.. TOP & BOTTOM) SEE TABLE 2 O \ 11 CONT. 11 CONT. 1/2" NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. ® BUULD-OUT MOUNT SECTION SCALE: 3" • 1' -0" • •• • • • ••• • • • • • • • • • • •• •• Q►'"�'• • • i•• •• •,�I'E•TAB& 2 GLq • • •••• og OR D J 3/16 "0 POP RIVET 451 OR #12 TEK SCREW @ 6" 0.C. (TYP.) u X Zw Q= wV) 1 "x1 "x 1/8" W ALUM. ANGLE W/ 3/16 "05 POP RIVETS @ 6" 0.C. • SSEMBLY C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING Q CEILING/INSIDE MOUNT SECTION SCALE: 3" • 1' -0" 1/4 -20 MACHINE BOLT W/ NUT @ 12" 0.C. (TYP., TOP & BOTTOM) 5/8" ROLLER ASSEMBLY TYP. EVERY OTHER P 1/4" MAX— Z w Q J CC ~' ~ D zi OW X v QO E X u Q � 1/4" MAX— w l7 w BR D L7 W EXISTING CONCRETE, MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. Z a a tn iota NaW J J GLgS OR DO Xu Q CLs L 3/16 "0 POP RIVET @ 6" 0.C. (TYP.) 1/4" MAX. O BUIL F D -OUT MOUNT SECTION SCALE: 3" ■ 1-0" o w0 OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER CONNECTION TYPE REFERENCE ANCHOR EDGF nIST. SCHEDULE FOR MAX. FOCiE DIST. SPACING EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER C1 CONNECTION TYPE @ 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL @TYP. TOP & BOTTOM 1/4" MAX.- 1/4" MAX . C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. } #14 SMS 24" l N 0.C. MAX. BETWEEN TRUSSES aw 0J J N-1 0 Qj SEE TABLE 2 Eu w in w ut 1/2" EMBED. EXIST'NG 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/ iPA - UT ( 12" 0.C. (TYP., TOP r BO —" w MA Z Z Q' aw a utm u► Q W p F- O ~ 4w , O Q> 8 DOOR — = V) X XL; c Q w� E —1/4" 3 -3/4" MAA. MAX. p _ 1OTOP & BOTTOM 41 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. BUILD -OUT MOUNT SECTION SCALE: 3" • 1' -0" 1 3" 1 WOOD SOFFIT / ® FLOOR MOUNT SECTION SCALE: 3" • 1-0" SEE TABLE 2 3- 3/16" O 1/4" MAX. Z Z Q' Q aW a VIm u) .03 I W J 5 J.w.! a ` . a= Q wV ) tn 1/4" MAX. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING Z Z a' Q aw cs. vs .03 w 0 1— I— D 7.7j D vl Qw X Eu Q win E w ut 1/4" MAX. 16 C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 5/8" MAX. 4" x 1/8" 6063 -T6 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG SCREWS WITH 2 -3/4" MINIMUM THREADED PENETR. "T" IN WOOD @ EACH RAFTER OF TRUSS, 24" O.C. MAX. WHERE PLATE EXTENDS BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM 1/2" /2" ® BUILD -OUT MOUNT SECTION D SCALE: 3" • 1' -0" PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 0 Expiration Date 0 Sy, Miami Da Division Blinn oi r0 18 0 c 0 M 0 feat. 10/17/2002) [scale AS NOTED 02 [ drown - by OCR (daslq v by racked yy AC VAC draw�nq no 03 -814 sheet 3 of 7 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" 1V -6" Tw = .072" Tf = .224 10' -0" 10' -4" 2" x 9" 5 -0" 15' -5" Tw = .072" 8' -0" 12' -5" Tf = .224 10' -0" 11' -2" • r 0 N O EXISTING STRUCTURE TWO 3/8 "0 POWERS CALK -IN p 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 t 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE TWO 3/8 "0 POWERS CALK -IN (01 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 IT 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE 5/8" MAX. • • • .• . • 2" 2 3" 1 1 / t" • • 6063-T8 Aa'.l1M! ANGLE : •,• r DETAILS V@1 & •I • THTEE- V..4"Q THRU i T6• • 1 MI • AbUM. ge4M (SEE BEAM seijmns BELOW FOR BEAM AX. HORIZONTAL SPANS) & 4 -20 S.S. MACHINE SCREW • TT 12" 0.C. USE THRU •• BOL•T OR ACCESS PIDLE AS SHOWN IN DETAIL Tw ACCES HOLE a (MAX. DESIGN LOAD *72 PSF) ® TOP SUPPORT BEAM DETAIL SCALE 3" ■ 1' -0" NOTE: 1. USE BEAIMSCHERULE FOR DETAILSFes - ANDQ�. 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM C OF SUPPORT TO Ij OF SUPPORT. 603 ALUM . ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD *72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE= 3" = 1' -0" 1.50" 3.00" V7 III Q �J CC a` w =x� O w mvvl = H F Q I WOOarvi Q VII o E 1 3/16 "0 POP RIVET OR #12 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 _® 12" O.C. PROVIDE 1 "0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL H SCALE = 3 "= 1' 0" DRILL 5/16 "0 HOLE 1.00" 0 0 DRILL. 7/16 "0 HOLE DRILL 5/16 "0 HOLE { 1.13 " 3.75" 0 O N 1.12" 1 1.88" 1.88" 11.12" 6.00" 0 0 0 ANGLE DETAIL USING CALK -IN ANCHOR 3.00" 3.00" 3.00" 1.00" 5/B" MAX. - V2 ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE = 3 "= 1'- 0" OR DOOR PLYWOOD AND STUCCO FINISH 5/8" MAX. -.—{ SEE TABLE 2 Ill 2" O WALL MOUNT SECTON - USING 2" x 6" P.T. WOOD PLATE SCALE= 3" - 1' -0" PLYWOOD AND STUCCO FINISH 4O& Sa ASSEMBLY SEE TABLE 2 SEE TABLE 2 8 R g DSOOR 3/16 "0 POP RIVET OR #12 TEK SCREW @ 6" 0.C. (TYP.) EQ Z1/2" 0 0 11 z Q a to 1/4" MAX. 1/4 -20 S.S. MACHINE SCREW & NUT 12" 0.C. PROVIDE 1 "0 ACCESS HOLE BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW @ 24" O.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 2 72 PSF) O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: 3" a 1' -0" EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 3/16 "0 POP RIVET @ 6" O.C. (TYP.) C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING L1/4" MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR EDGE DIS SCHEDULE FOR MAX. SPACING ®CEIUNG/INSIDE MOUNT SECTION FOR WOOD PLATE USE 1/4 "0 SCALE: 3" = V - 0" S.S. LAG SCREW W/ 1 -3/4" PENETRATION INTO WOOD PLATE @ 12" O.C. TWO 1/4 "0 S.S. LAG SCREW 24" 0.C. MAX. W/ 1 -3/4" ENETRATION IN CENTER OF STUDS 2" x 6" P.T. WOOD PLATE (MAX. DESIGN LOAD 2 72 PSF) 1/4" MAX. z W QJ 0 WAQ ~ ZOW 0. ao W Xv F Q tn 1/4" MAX. 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PRODUCT REVISED as complying with the Florida Beading Co 03 ` O J • O Acceptanc e No _ Eapi Lion Date By - Miami Dad ' ' roduct Control Division 1 z. I 0 5 8 q (date 10/17/2002) scads AS NOTED Idrewn by NCR design by )(checked drevinp no. 03 -814 ( sheet 4of7) MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONS EXCrEPT © EJ FO (FT - IN) TYPE B DETAIL QF OR DETAIL 0 W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - P*1) TYPE D DETAIL Ed 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 - 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 0 0 E 0 t 4 .2 3 *10 TEK SCREWS OR 3- 3/16 "1b ALUM. POP RIVETS (TYP.) 2"x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY ® ALT. CLOSURE DETAIL SCALE: 3" ■ 1' -0" • • • • • •• •• •: .. • • ••• • • • FASTENER 0•24" &.•i• ; ; • • • (USE ANY ANCHOR IN • ••• ANCHOR SCHEDULE) FASTENER ( d 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) wmir ® ALT. CLOSURE DETAIL SCALE: 3" • 1' -0" 1 "x "x1/8" ALUM. ANGLE NOTE: • EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE OCORN ER CLOSURE DETAIL SCALE: 3" • 1' -0" 2" x 2" x .125" ALUM. ANGLE CONT. T A B L E • • • 1 • • • • • • a. • • ••• • • ••• • • • :• • • • • • • • • •• ••• • • • • • • • 4110 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET `•m" Q• ••• :• ••• •• 1" )7,1"3, 1w x :2:ec .055 0 1x2" c 3" 14" A [••• x GE S•• *10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1 "x1 "x.055 "•1 "x2 "x.055 2" x 3" x .055 ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE *10 TEK SCREW OR 3/16 "95 ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "0. FASTENERS 2. EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) \t, 1/4 -20 TRUSS HEAD r -, BOLTS & NUTS W/ LOCK WASHERS @ gyp O ■ HALF OFOB USE MALE OR FEMALE AS REQUIRED Q ALT. CORNER CLOSURE DETAIL SCALE: 3" • 1' -0" EXISTING STRUCTURE NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 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" 1 .4 A e a • 4 z 4 0. CC In I- I- D S In X 4 .0 6C" ®ALTERNATE A o FLOORJUNT DETAIL z 4� LAW m 0 J I- Jw 4? X 0 4W w In uI 1-1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE 0 design by VAC PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 03 - Expi Lion t < to By Miami Dad Division roduct Control 01 0 0 M m L. L./ z 1- 4 u 0 tA X v W N z m 0 0 8 N N 8 8 (d.t• 10/17/2002) !scats AS NOTED drsvntiy INCA [ checked by) 1 vm drswinp no 3 - 814 sheet 5 of 7 g MCantu 08/21 /2003 0 MINIMUM SHUTTER•SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) ACTUAL SPAN (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THA OR EQUAL T 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER TH GRE 30 T ' 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 -5/8 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 -5/8 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 2 -7/8 1 -3/4 11 - 0 3 1 -3/4 11 - 8 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 0 0 E 0 t 4 .2 3 *10 TEK SCREWS OR 3- 3/16 "1b ALUM. POP RIVETS (TYP.) 2"x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY ® ALT. CLOSURE DETAIL SCALE: 3" ■ 1' -0" • • • • • •• •• •: .. • • ••• • • • FASTENER 0•24" &.•i• ; ; • • • (USE ANY ANCHOR IN • ••• ANCHOR SCHEDULE) FASTENER ( d 24" O.C. (USE ANY ANCHOR IN ANCHOR SCHEDULE) wmir ® ALT. CLOSURE DETAIL SCALE: 3" • 1' -0" 1 "x "x1/8" ALUM. ANGLE NOTE: • EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE OCORN ER CLOSURE DETAIL SCALE: 3" • 1' -0" 2" x 2" x .125" ALUM. ANGLE CONT. T A B L E • • • 1 • • • • • • a. • • ••• • • ••• • • • :• • • • • • • • • •• ••• • • • • • • • 4110 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET `•m" Q• ••• :• ••• •• 1" )7,1"3, 1w x :2:ec .055 0 1x2" c 3" 14" A [••• x GE S•• *10 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET @ 18" O.C. 1 "x1 "x.055 "•1 "x2 "x.055 2" x 3" x .055 ; 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE *10 TEK SCREW OR 3/16 "95 ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "0. FASTENERS 2. EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) \t, 1/4 -20 TRUSS HEAD r -, BOLTS & NUTS W/ LOCK WASHERS @ gyp O ■ HALF OFOB USE MALE OR FEMALE AS REQUIRED Q ALT. CORNER CLOSURE DETAIL SCALE: 3" • 1' -0" EXISTING STRUCTURE NOTES: 1. REFERENCE APPROPRIATE COLUMN IN TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 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" 1 .4 A e a • 4 z 4 0. CC In I- I- D S In X 4 .0 6C" ®ALTERNATE A o FLOORJUNT DETAIL z 4� LAW m 0 J I- Jw 4? X 0 4W w In uI 1-1/4" MAX. EXISTING STRUCTURE MIN. 3,000 PSI CONCRETE CONCRETE FASTENER @ 8" O.C. ANY SCHEDULED FASTENER IS ACCEPTABLE 0 design by VAC PRODUCT REVISED as complying with the Florida Raiding Code Acceptance No 03 - Expi Lion t < to By Miami Dad Division roduct Control 01 0 0 M m L. L./ z 1- 4 u 0 tA X v W N z m 0 0 8 N N 8 8 (d.t• 10/17/2002) !scats AS NOTED drsvntiy INCA [ checked by) 1 vm drswinp no 3 - 814 sheet 5 of 7 g MCantu 08/21 /2003 0 • • • • • . • • • • AN SCHEDULE • : ' • FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN WADS AND SPANS W • • • ' • '• A NCHOR frPE • • • • e ' , LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE (Wt P .S� . MAX! ;SPANS.Og ':'(?• :•s • �'•�a •• • SEE t 11r 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) SPANS UP TO 8 -0" (SEE NOTE 1) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13•_1• (SEE NOTE 1) (SEE NOTE • 1) 2 • CONNECTION • • (SEE •'C1•CQ NOTE L3•tr TYPE 3) C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 TYPE (SEE NOTE 3) C2 C3 C4 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 TYPE 3) C4 C5 12 • • 1 45.b 8 1 . 2, 1'i 12 12 7 12 12 12 8 5 12 12 12 7 4 10 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 miN11111111111NN11N11111V11111 ►> 1/4 "O ITW TAPCON W/ 57.0 12 1 12 5 6 12 12 12 6 4 11 9 10 6 3 8 3 4 4/ 5 12 12 12 12 12 12 11 9 7 5 12 11 12 6 12 6 8 6 5 4 12 10 10 4 12 4 7 5 4 3 9 9 3 3 3 3 5 5 3 3 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 8 3 1 - 1/4" MIN. EMBEDMENT 105.0 10 5 5 5 3 8 3% 4 j 8 3/ 4/ 8 3 4 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 (MIN. 3,100 PSI CONCRETE) 17 0-0 8 3 /j 4/ 8 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 3 313 I3NOD * ' 1/4 "0 POWERS CALK - IN W/ 7/6" EMBEDMENT & 1/4 - 20 STAINLESS STEEL MACHINE SCREW (MIN. 3,000 P.S.I. CONCRETE) 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 • 12 9 5 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 12 5 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 9 5 4 12 6 6 5 12 5 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 4 3 12 5 4 4 12 5 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 4 3 12 5 4 4 12 5 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 45.0 12 12 12 10 6 12 12 12 7 4 12 12 12 6 6 4 4 12 12 12 12 7 12 12 12 9 5 12 12 12 8 4 9 5 5 5 3 V Q T� 57.0 12 12 12 8 5. 10 10 10 5 3 9 7 8 5 6 j 3 412 12 12 10 6 12 12 12 7 4 10 8 9 6 3 '7 j 4 li 1/4 "0 POWERS 2AMAC NAIL -IN w/ 1-1/6" MIN. EMBEDMENT (MIN. 3.000 PSI CONCRETE) 73.0 11 11 11 6 3 8 4 4 4 / 7 3 3 4 6 3 12 12 12 7 4 9 5 5 5 3 8 3 3 4 7 4 105.0 8 4 4 4 6 7�E�VA � � 3 9 5 4 5 3 �� 4 170.0 6 / • /'Aires 3 '�','/ 4 * ,...i :,w ....> ttt 1 111v' ° 1/4'0 ELCO MALE/ FEMALE "PANELMATE" W/ 1 - 1/4 MIN. EMBEDMENT & 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 8 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 8 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 7llmimaaauu um„ m,-. 1/4" ELCO TEXTRON HEX HEAD TAPCON / W/ 1 - 3/4" EMBED (MIN. 3,320 PS.1. CONCRETE) 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 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 . 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 7 3 4 12 12 6 5 12 7 12 4 12 12 12 6 12 5 12 7 12 4 9 12 12 6 12 5 12 7 12 4 8 12 12 6 10 5 10 7 9 4 6 • 45.0 12 12 12 12 11 12 12 12 12 7 12 12 11 7 12 8 8 1/4 "W/ 1 - EMBEDMENT (MIN. 3,350 PSJ. CONCRETE) 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 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -O" (SEE NOTE 1) SPANS UP TO 13•_1•• (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4•C5 0001% fllilit111111111NN1111111111111"► 1 14 "0 WOOD LAG W/ 1 - 3/4" MIN. THREAD PARALLEL OR PERP. PENETRATION SMEAR TO WOOD GRAIN 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 12 12 12 7 5 12 12 12 5 3 12 12 12 4 3 12 5 4 3 73.0 12 12 12 5 4 12 9 . 9 3 3 12 6 6 3 7 12 5 4 3 105.0 12 9 8 3 3 12 5 4 3 j 12 5 4 3/ 12 5 4 3 170.0 12 5 4 3 // 12 5 4 3 7/ 12 5 4 3 G 12 5 4 3 • • ••• • • ••••• • • • •• • •• SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED as complying with the Florida Balding Code Acceptance piratio g Es at ` 0 •0 Expiration Date � toot? By DadD Product Control Division - W W U QC3 O V' 0 . 1 e Q W = z w LU NJ= W N $ 10 o fig d i n r W r0 18 0 2 6 m • 9 w a S • • J L e•►• 10/17/2002) scale *0 NOTU) drown roy PICK [design by 1!checked by) vmll wK . drawing no. 03 -814 sheet 6 of 7 revisions ' •• :: ' ' ANCHOR SCHEDULE • • • • • :e: • • • • ' • 1 MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS J W W • • • I' lW) ANCHOR TYPE• • 4 • • '• LOAD MIN. 2e EDGE DISTANCE MIN. 3" EDGE DISTANCE R NAX. •• SPINS UP TO : '18e • • • •••(SEE VOTE t),: ••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) SPANS UP TO 8' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) (SEE NOTE :i CONNECTION • (S.E DC* Ca NOTE :tt TYPE 3) gS y• IONNECTION (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 C5 CONNECTION (SEE Cl 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 (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 m V C 0 = " i � : dI1N11111111111111111H11111111�> 1 MIN. "• ' 57 0 10 10 110 9 9 9 5 7 7 4 6 5 5 3 a 4 Re 90 11 11 11 6 4 8 8 B 4 1 7 5 6 4 A 5 pp 3 73.0 7 7 7 4 5 3 3 3 � 4 � WAWA � 4 ���,� � � 8 8 8 5 3 6 3 3 3 S aria 3 � 5 �� Es 3 02 2 EMBEDMENT 105.0 5 'IM' 4 "" 4 "" 4 'area • , E' 5 i 3 ' 5 " 3 In" 4 I'/„ 4 KOKO 4 „" . "" �� ' ljnii' 5 o 3 r 1.4 5 „ 3 * 1 POWERS W/ 78" & 1/4 -20 STEEL MACHINE ��� i ■ I CALK-IN EMBEDMENT STAINLESS SCREW 45.0 12 12 12 7 5 11 11 11 5 10 4 7 I 12 12 12 12 7 12 12 12 8 5 12 12 12 7 B 5 57.0 12 12 12 6 4 9 9 9 4 8 3 5 � 12 12 12 9 5 11 11 11 6 4 10 8 9 5 7 7 py / " 4 4 4 a re 73.0 10 10 10 4 3 7 4 3 3/ 6 ' A 3 / 5 / � t' 12 12 12 7 4 9 5 4 5 3 8 3 3 4 A 105.0 7 3 3 3 '' 5 r " ' r 5 MEM 5 � , "�� 8 4 '�' 7 " 4 ' 7 r 170.0 5 ///' 5 "" 5 „" 5 i, i, � "M' 7 "� 4 ' 7 „ 4' 45.0 12 12. 12 7 4 = 8 8 8 S 9 7 7 7 4% 5 %% 12 12 12 9 5 9 9 9 6 3 8 8 8 5 3 6 3 3 3' 3 rerA 11 a j 57.0 9 9 9 6 3 6 6 4 6 4 5 3/ 4 � 10 10 10 7 4 7 7 7 5 ' 6 6 4' 4 �' 1/4 ". NAIL - MIN. POWERS , ZC NA 1 -1/8- EMBEDMENT 73.0 7 7 7 4 ' 5 3 ' 3 Ea 4 "„ 4 EOM 8 8 8 5 3 6 3 3 4 ' 5 " 3 1. 3 ' 105.0 5 /� ' 4 „" 4 ,%I'�' 4 "" 5 3 © um /0 4 Era 3 ' 4 20 . 3 170.0 4 // % ' 4 " S ' 4 " „� 4 " �� ,' � 4 NE 3 ' 4 Fp e " 3' 4 3 3 0 * * I mu.: 1/4 "e ELCO MALE/ FEMALE 1- /4 MIN. EMBEDMENT / M EDME T & 1/4 - 20 MACHINE SCREW WITH NUT 4 5.0 12 12 12 9 5 12 12 12 6 11 11 11 5 8 3 ; 12 12 12 10 6 12 12 12 7 12 12 12 6 8 57.0 12 12 12 7 4 10 10 10 5 9 7 8 4 9 6 p 3/ 12 12 12 8 5 10 10 10 5 9 7 8 5 6 73.0 11 11 11 5 3 8 4 4 3 A 7 3 3 3 4 6 f / � 3 12 12 12 6 4 8 4 4 4 4 7 3 3 4 ' 6 105.0 8 4 4 3' 6 " 3 ' 6 02 3 6 gr 8 4 , r 0 6 2 2 3' 3' 6 6 MN " 3' 3 170.0 6 /' r 6 MA 3 ' 6 r " 3' 6 "U'�M �'�' 6 " (I� " " " " " ° "' " " " "` ` a �`" ` " " " " "` " " "` HEX FLANGE TAPCON/ HEX 1 1 /4 ° " EMBED 4 5.0 12 12 12 10 5 11 11 11 7 10 6 7 /12 12 12 12 7 12 12 12 9 5 12 12 12 8 8 5 57.0 12 12 12 8 4 9 9 9 5 8 5 5 12 12 12 10 5 11 11 11 7 4 10 8 9 6 7 4 7 3.0 10 10 10 6 3 7 4 3 4 A 6 3. 5 �� 12 12 12 7 4 8 5 4 5 3 7 3 3 4 7 �� 4 105.0 7 3 3 4' 5 " 3 ' S ", 3' S rs '��E �' 7'N 4 ' 7 " 4 0 170.0 5 AMI' 5 " 3' 5 " 3 ' 5'.%I 3'�/�� 7 ". 4 ' 7 " 4' c C 0 a r c a n i > 1/4 "a ELCO CRETE FtE5C EMBEDME I BA 4 g 57.0 12 12 12 8 4 9 9 9 5 3 8 6 7 5 9 5 9I 3 A 12 12 12 10 5 11 11 11 7 4 10 8 9 6 3 7 73.0 10 10 10 6 3 7 4 3 4 6 " 3 ' 5 OEM 12 12 12 7 4 8 5 4 5 3 7 3 3 4 ' 7 " 4 rei 105.0 7 3 3 4' 5 EN 3 -6, 5 E 3 ' 5 " 3 ' c KOZI' 7 " 4 ' 7 " %, 4 r e 4 170.0 5 .11,11 5 WA 3 VI 5 rd IN 3 PAI 5 arAl 3 WI�V�� 7 Wite 4 W 7 VA a ref 0 IR • ••• • • •• •• • • • ••• 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 ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING CE ANCHOR R SCHEDULE FOR ANCHO E BASED ON FRAMING. REFERENCE EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE A. FIELDTVERIFYRTHAT STRUCTURE FASTENERS ARE INTb ADEQUATE WOOD FRAMING ME M S NOT PIE[ WOOD. FASTENING TO PLYWOOD 1S ACCEPTABLE ONLY FOR 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) WOOD ITUD. 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 BASK 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. F8-1/2 BU" ILD -OUT O.C• MOUNT SECTION OD ANCHOR SPACING SHALL NOT EXCEED 12. FOR BUILD -OUT MOUNT SECTION ()ANCHOR SPACING SHALL NOT EXCEED 6" O.C. PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 0 Expiration Date 0 By nil D; ' rodnct Control Division 8 z ZN W V H < 0 -o U ct O , N N to a Q W __ W U W N Z NG M m $ N 0 1- v O N V W N 2 T 0 0 ro 0 8 z S d a M C 0 0 [data 10/17/2002] scale AS NOTED design by Vac drawn'by NCR (checked by) I vm) drawing no. 03 -814 sheet 7 of 7 ••• • • • • • ••• • • • • ••• •• • • • • • • ••• •• • • • • • ••• • • • • • • • • ••• • • • • • • ••• • • • • • • • • • •• • • • • ••• • • •• • • • • • • • • • • • •• ••• • ••• • • • • • • • •• ••• •• • • • •• • • • •• • •• • • •• ••• • • • • • ••