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160 NW 101 StInspection Date: 06/22/2006 Inspector: Grande, Claudio Project: <NONE> Wednesday, June 21, 2006 Owner: VALECILLOS, JUAN Job Address: 160 101 Street NE Miami Shores Village, FL 33150- Contractor: ALUMINUM TECHNOLOGIES CORP. Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (786)229 -5250 Parcel Number 1131010230200 Lot: Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) , No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/22/2006 Inspector: Grande, Claudio Project: <NONE> Wednesday, June 21, 2006 Owner: VALECILLOS, JUAN Job Address: 160 101 Street NE Miami Shores Village, FL 33150- Contractor: ALUMINUM TECHNOLOGIES CORP. Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Final Work Classification: Shutters Phone Number (786)229 -5250 Parcel Number 1131010230200 Lot: Page 2 of 2 Date 06/13/2006 Permit Receipt Permit Number: WS -5 -06 -1212 Invoice Number: WS -5 -06 -24825 Applicant: JUAN VALECILLOS Company Name: Payment Type CheckNum Check 1891 Amount $256.00 Total Payment: $256.00 Tuesday, June 13, 2006 Page 1 of 1 Issue Date: 5/16/2006 Owner's Name: JUAN VALECILLOS Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 160 101 Street NE Contractor(s) Phone Primary Contractor ALUMINUM TECHNOLOGIES CORP Yes Comments: INSTALLATION OF ACCORDION SHUTTERS Additional Information Type of Work: ACCORDION SHUTTERS No of Openings: 14 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. Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $3.00 $1.00 $240.00 $6.00 $6.00 $256.00 Invoice Number WS - 5 - 06 - 24825 Total: Amt Du $256.00 JUN 13 it l® Amt Paid Building Department File Copy Miami Shores Village, FL 33150- 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Expires: 11/06/2006 Applicant Signature Miami Shores Village Permit Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -5 -06 -1212 Phone: (786)229 -5250 1131010230200 Lot: PB: Total Square Feet: 272 Total Valuation: $ 4,130.00 Required Inspections Shutter Attachment Shutter Final 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. BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle Owner's Name (Fee Simple Owner's Address ( CPC) MO) ( o City k.(1'iQS State Tenant/Lessee Name Job Address (where the work is being done) 1 (90 k) (,U / 01 .5 / City Miami Shores Village County Miami -Dade Zip 3 3 1 S FOLIO / PARCEL # /1 3o O z,30 2©CD Is Building Historically Designated YES Contractor's Company Name Contractor's Address City Qualifier Name Type of Work: Describe Work: Miami Shores Village Structural Review. $ State Certificate or Registration No. Certificate of Competency No. co ay Oaf Architect/Engineer's Name (if applicable) Value of Work For this Permit $ ❑Addition 1 ,1 4 ea ' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ,MUM 1. nu on (be I7 . Phone (305 g60 2 - l q c" 7_0 f ite State Flo e_( P- -(Io Oil Building Department Electrical Plumbing a ha cal Roofing W eration On NO Bond $ Code Enforcement $ Double Fee $ Permit No.‘01%' j, aster Permit No. Zip 35 1SO Phone # Zip 310 Phone # QS ) J — / L/ t Phone # Square / Linear Footage Of Work: 2 ❑ Repair/Replace ❑ Demolition ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *F ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ p_ ' O CCF $ 3 • CO. CO Notary $ Training/Education Fee $ 1 . Technology Fee $ C — CCD E - �' Scanning $ -CO Radon $ DPBR $ Zoning $ Total Fee Now Due $ 2 SCQ OCD. See Reverse JUN 13 PAID Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mor4 ' e a ( t,rcab Mortgit e ender - res i' 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 t ire absence of such posted notice, the inspection will not be approved an reins ction fee will be charged. / Signature Signature O er or Agent Contractor . t A)AL0p \ Au.D The foregoing instrument was acknowledged before me this 95 The foregoing ins ent was acknowledged before me this,0 day of / 9 , 20;0 , by day of : r 20 by who is personally known to me or who has produced who is ersonally known . : r who has produced as identification and who did take an oath. Lion and who did take an oath. €GN CIO DEL VILLAR Notar., ?ablic, State of Florida My ccr::m. expires Mar. 10, 2008 No. DD298859 Sign: — �. Sign: Print: My Commission Expires: / / 2 l 0 Q O My Commission Elia.rrs�� * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0jC NOTARY PUBLIC: As identifi APPLICATION APPROVED BY: (Revised 02/08/06) Print: / - 410'v r v,,/ ( J & 1 Z NOTARY PUBLIC: qvl cad e Z-- B e * * * * ** Q r Expires July 21, 2006 !, <' Atizatg lientled oanm Thrti. Pla ns ca >_;xaminer Engineer Zoning RAMMS ENGINEERING, INC. 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 Robert S. Monsour, P.E. FI # 11955 / 0006024 • DESIGN WIND LOADS (LB T) • Interior & Exterior Zones (4&5 - Walls) Positive Pressures EXPOSURE C For the 146 mph Wind Zone Effective Wind Area (or, Tributary Area) in Square Feet 20 30 40 Height • (M - . ) 50 I 70.2 60 72.8 10 60 1.00 60.5 0.95 52.3 55.3 57.8 64.0 67.0 69.5 0.92 50.8 53.8 56.2 _ 58.6 62.2 65.2 67.6 • 0.89 _ 49.8 52.7 55.1 _ 57.4 60.9 63.9 66.2 0.88 49.0 _ 4874 __ 51.9 51.2 542 53.5' 56.5 - 55.8 60.0 62.8 65.2 0.86 59.2 62.0 64.3 Interior Zone (4.- Walls) Negative Pressures h Wind Zone Exposure C For the 146 mp Effective Wind Area (or, Tributary Area) in Square Feet Height 10 I 20 30 40 50 _ (M -m) -1 . I -1.05 -1.02 -0.99 -0.98 -59.4 ( -56.9 -55.5 -54.4 -53.6 -. -60.3 -58.7 -57.6 -56.8 25 -65.7 1 -62.9 -61.3 _ -60.2 -59.3 30 -68.5 I -65.6 -63.9. -62.8 -61.9 40 l -72.6 -69.6 -67.9 -66.6 -65.6 -68.8 50 60 -76.1 -78.9 S /SQF -73.0 -75.7 -71.1 -73.7 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the Effecti a Wind Area (or, Tributary Area) in Square Feet 30 Height 10 20 40 50 (M- • m) -1.40 -1.29 -1.23 -109 1.15 - -1 fir? •3� -68.4 -65.5 -63.4 zv -77.6 -72.4 -69.3 -67.2 -65.5 25 -81.0 -75.6 -72.4 -70.1 -68.4 30 -84.5 -78.8 -75.5 -73.1 -75.7 40 -89.7 -83.6 •-80.1 .x81.3 - 79.3 50 -94.0 -81 .. . • :84.t • • - 97.4 - 90 • ; ■81.d :.. • • - 84.3 - 82.2 60 ... •• • • ••• Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal tiirr rtsion.er,3 4h = o rwean.roof height in feet). •••• .. • •• . • • • •• • • ••• •• •• ••• AN 8% REDUCTION OF LCADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOF •••• • •• • • • • • • • • • • • ••• • • • • . • • • •••••• ••• • • • • Kd = 1.00 FLORIDA BUILDING CODE, 2004 ASCE 7 -02 WIND CODE 146 MPH ZONE • • • • • •• •• •• -69.8 -72.4 IJ SO-t.22 -71.3 60 -0.96 -53.0 -56.1 -58.6 -61.1 -64.8 -68.0 -70.5 60 -1.13 -60.5 -64.1 -66.9 -69.8 -74.1 -77.6 -80.5 • . • .... • .... • • •,rM .... .. .... • • • ... •... • • ••• • • • • • • • • • • 0 ••• • • • • •••• ••• 1(' •. . • • •... . .. • • • • • • J Va4 2_ (6./ 3 ?yg_3 ¢o)47 76x gy `Pt x 39 3Y x .z7 2(27 7•Z X SY 3 7 x TO 39xJD 36 7( ti t7 .367(5Y 6 73j 7k1 y 3? x1.3 DATE: To Whom It May Concern: This lett At the follow According w Sincerely, \n1 J.B.S. TRAM 0 JAVIER SA I INAS VP. 1. THIS FORM MUST BECOME PART OF 2. THE AUTHORIZED SEAL OF THE COMPANY. 13818 SW 139 CT MIAMI FL, 33186 PHONE 305- 235 -2229 / 305- 228 -6198 J.B.S.TRADE CORP. is the Dade County Notice of Acceptance holder for the following: Product Description. HT -100 ACCORDION SHUTTERS Product Approval No.05- 0411.03 authorizes ALUMINUM TEGNOLOGIS. I 3. '11°14()3) PI 33/SD County Building Code, ACCOMPANY FOR BUILDING PERMIT AND SHALL THE PBRMIT:DOJCUMENTS.• • • • • OOOOOO • SIGNA'ru1 'Mr1ST'BFAR THE RAISED CORPORATE M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) J. B. S. Trade Corporation 13818 S.W. 139 Court Miami, Florida 33186 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 mariner, 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 T -100 Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 05 -335, titled "HT -100 Aluminum Accordion Shutter ",sheets 1 through 7 of 7, prepared by Thornton - Tomasetti Group, dated 10/17/02, last revision #2 dated 12/20/2004, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each 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 m 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 pre vided:t o tke use8 q the manufacturer or its distributors and shall be available for inspection at the job sire at thnege st pf:h1 13uild1ng Official. •• ••• . • • • • • • This NOA consists of this page 1, evidence submitted page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. • • •.. • •• - -? NOA No 05-0411;03 • • • F1' ■)xpiration Date: 05/19/20107 • Approval Date: 05/19/2005 Page 1 • • • • •• • •. • ••• 20v5' •••• ••••••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •.•••• • • • •• • ••• • • • • ••• • • 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 J. B. S. Trade Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 05 -335, titled "HT -100 Aluminum Accordion Shutter ", sheets 1 through 7 of 7, prepared by Thornton- Tomasetti Group, dated 10/17/02, last revision #2 dated 12120/2004, signed and sealed by V. J. Knezevich, P.E., B. TESTS 1. See Association's generic approval under 02 -0799. C. CALCULATIONS 1. See Association's generic approval under 02 -0799. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 02 -0799. F. STATEMENTS 1. Statement letter of conformance by Thornton - Tomasetti Group, dated April 4, 2005, signed and sealed by V. J. Knezevich, P.E. •. ... • • • • • .. • • •. • • • • • • • •. •.• •. • • Helmy A. Makar, P. E. Product Control Examiner • • • • • • • • • • • • • • • • • • • NOA No 05- 0411.03 •.•. • • • • • • • • • • • • • • • • • • Zxpi Date: 05/19/2010 •• "' • Approval Date: 05/19/2005 E -1 ... • • • • • • I • • • • • • • • • • • • • ... • • • • • • • • • .. .. • • • . .. 0 .. • • • 10 . • • 7. 966" ..875 ". 83 I�n 600i, 91 a .050" I t7 = 897" • Ii 01 N N 125" x.107" r - 1.840" .945" i t2 -0111 -t i 757' r"7,1 i�1H 1 -1 670'} • i5t1 1 01 = . 0" t2 =. 0 6' HEADER -CLG. MOUNTED 1 SCALE: HALF SIZE .048 4 LO H EAD ER - W ALL MOUNTED SCALE+. MALF.SIZE� 3993" ' 4 478" O ADAPTER SLAT 8a SCALE. HALF 512E 45• 4.078" 4.534" 875" 483" 121 TYP•2 I ut 1 9 P- 1 I N 1 � • t/ 7 _ .125 " "{ • • • • • • 1 B TTYP.SLATS SIZE • •••• •_ - • • - �J • • • • G NO TES; • • • L• TH SSE THE ISSUA OF NOTICE OF ACCEPTANCE (N • • • • C00E, 20011 G�ION wirer ANO 2 EE I FOR TH F LORIDA B • • 2 APPROVAL V� T SNNO I INC •REASTE { � ALLOWABLE STRE55 IN FASTENER ANALYSIS. • • • T GA p H SE II/ACCORDAl E WI1 LOADS ERNING CO E WHEN AND GOVE • • • • BUILD NG C004 2 WITH 2002 1 A R ND 200 REVVISIONS A D R ECTIONALITY FACTO • OF GOVERNING •0.. � 05 SH USED. ((��qA • • • 4. FOR S 5170S: ECI 8t�1if PLICATION� P T i 4 t �NOTTER SY S EM�LUCIE INFORMATION ...5. OF THE FLORIVD C NN { p OT�� ZI SE pp : EEy � 11,,� � 77 COMPLY WITH CHAPTER 61515 -23 6. PR 1001 98W D TI1E QQ !NTRACTORR EVERIRES 1'HETETME 0015T BY THE CONTRACTOR • • • • N ING 5 RUCS RE 0005 NOOT T DE A/R1[[II 1 VI TE EITI1 FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES • DETAILEC�1�ijIN. • • • • 7. ANY MODIFICATIONS OR ADDITIONS TSTHES•APPROVAL DOCUMENTS WILL VOID p A j • • • • THE APPR0 sQ4UMENTS. • • B. WHEN TI4 SITE CONVT10NS DEVIATE FROM THESE APPROVAL DOCUMENTS, THE N j BUILDING OF 199. 1AY ELECT ONE OF THE FOLLOWING OPTIONS: AI REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND ED BY AN UST FY LICENSE 1 DEVIATION. 54110 DO UMENTS 59611. BE TTED TO THE • PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQU FROM THE E-TI E SITE SPECIFIC APPROVAL BE APPLIED FOR A DADE COUNTY PRODUCT CO 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 A55EMBLY SHALL BE PERMANENTLY LABELE0 AS FOLLOWS JAS. TRADE CORP. A•AMFOI(OE MO9MI R LTA77ROV® 10. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM AT CENTER OR SIDE CLOSURE WITHIN 10 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. ALL SCREWS AND BOLTS TO BE 2024 -14 ALUMINUM A1101 STAINLESS STEEL. NJJ OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.5.1., U.O.N. POP RIVETS TO BE 3/16 "•, 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. 048" 3.840" MAX '" -- - .326840' •620" ;; aUIILD -OUT WALL HEADER .248 N .060" 1.891' CENTER _ 'MATE 1 O 1 O M SC SIZE/ 1.100" 1,2" MIN. -5" MAX., TYP. AT EVERY OR(BI IDE INS JOINT AT TOP. ANGLE R�LLER ASSEMBL SCALD. HALF SIZE 12 5 ALE:_HALF SIZE 2.373" 1.158 1.350' 1500" COFIIONALU 15 SOCKING 0 TYP. 2) x .472" I.D. �I 612" 0.0. 1/1 .211"44 t1 =. 5 t2 = .076 251" �J o 2) 1 t3 ,SCA� SILL- L MOUNT. ADJ. SILL -TOP ADJ. SILL -BOT ALT SIZE ^"^ O 5CALE .- MACP'SIZE'✓OSCACErHACF'SRE SILL -BOT. S2 SCALE: HALF SIZE . ' 060" 1.0 9" m ° 190" 1 ,060" _ _ + 6D" I!c 45" STAINLESS STEEL ASSEMBLY .320 "0 HOLE NYLON WHEE1 RIVETED AC IN 1 CENTER MATE 2 CALE: HALF -SIZE 47,1BUSHINGS INSERT SCALE. FULL 512E !\ SIZE 2 WALKOVER 5 LL O FLOOR MOUNTED 16 SCALE. HALF SIZE 211" .3 50" 80" 1TYP.) 1.533" .055" .500" - ()CEN ()CENTER MATE 1 RV/LOCKINGRD0) TER HALF SIZE .375" R .505" R 315" R t LOCKING ARM ALIGNMENT INSIDE HANDLE O BUSHI S 1B NYLON) SHI (NYLON) SCALE. i 1.533" :630 " . 5" I ze ".0 160" R - 160" �l:45" 942" ® CENTER MATE 2 (ou O) SCALE: HALF 5124 050" (TYP. 1 1.25Q" 1 O 90' I END L SLAT 1.250" 1_L2S0= 985` t _ 1/C MO( MAWS SITES () LOCKING ARM 14 SCALE. HALF SIZE B7 025 .050 () FLAT END SLAT 7 SCALE: HALF SIZE Append as e6apIyIR{•ttb the Mid& BB R d S Cod o Date NOAI 0 - 0 • 01 Mud Dade " .., .. Data 1- 2 "V J. Knezevich Nnk R Liam 5 ! I d.' 10/17/20021 *5 ) AS NOTED 05 -335 1 sheet 1 of 7 1 . a Ma 0 SECTION TOP TRACK ALT. OCKING AT II LO SIDE ATION MECHANISM OF 1 `— LOCKING MECHANI Z. 0 0 0 U •4 •u, r • •i err •F •y i 0 0 E 0 a • • • •••i •••• • •••• • •••• • •••• • •••• z 4 z a 4 N O w� E 0 W W w Q X N N Q BOTTOM TRACK I ( T � 1 24 - O.C. F0 AN`• *CC PTABLE ANCHCIfi). • TYPICAL ELEVATION N.T.S. • • SM CAN BE 18 ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) r rMIN. SHUTTER SEPARATION I FROM GLASS (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED • • • • • •NS10E. (TYP ) 6 -1/2" i ',• r � � iL1 "DIM BI_.ABt �'a -j 13 ?i _u •: •7 . •� • • �• i51r?If! (TYP.) BN I V • • • O • ED • • • Q MECH L ANIISiM B / TI TER N • • ON NIS OF SHUTTER. ••• • DEOR43LTSpED • • • • OF SHUT 2 INS ANb0EUW7 • • TYPICAL PLAN VIEW • • • • SCALE: 3" • 1.-0- T E FASTENER SCHEDUL 3/4'• MIN. 1 1 -1/2" MAX f 1 ^x 1 "x 1/8" ALUM. ANGLE W/ 3/16"0 POP RIVETS 5 6" O.0 OPTIONAL JOINT BETWEEN DRILL 5/8 "0 HOLE FROM BOTTOM OF EXTRUSION REMOVABLE ANO SILL BEFORE ASSEMBLY FOR FIXED TRUSS HEAD BOLT (TYP.) PLAN VIEW PLAN VIEW REMOVABLE FLOOR TRACK DETAIL SCALE : 3 1'- 0" IMEOIE0711 P0a5 (Duo LOCKING PIN SCALE: 1 -1 /Z • 1• -0 FASTENER 24" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). 8 �5 SSE GI) OPTIONAL ACCESS HOLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2" MI ( 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 2 -1 /4• INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N Y.S. ( TYP.) MIN. SE FASTENER SCHEDUL ?1 MAX. T 1' xt "xt /8' 3/16'•0 POP PLAN NEW 030E3 NOT PEN.ACE !ENGLE NM LOCO OPTIONAL CLOSER HANDLE, NYLON HANDLE (DOES NOT REPLACE SINGLE AEM LOCO OPTIONAL CLOSER HANDLE N TS. MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE ASTENER ((5� 24" OC SHEET 5). DISTANCE TO BE (SEE ANCHOR SCHEDULE MEASURED FROM BACK OF FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM ANCHOR). HANDLE WHEN MOUNTED INSIDE. SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3' • 1*"0 JOINT BETWEEN REMOVABLE AND FIXED SILL OPTIONAL PLAN VIEW SECTION T OPTIONAL REMOVABLE FLOOR TRACK DETAIL, SCALE • 3"• 1•- Cr ILAP 111 010 x 2" SMS. MANUFACTURED FROM 0410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING 8 .660 - 0 : .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP T. BOTTOM) 010 x 3" SMS. MANUFACTURED FROM #410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING 8..460"0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP 8 BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE 8. SSE LY PTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING XISTING STRUCTURE C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING LIMB BUSHING 2® 12 7/16" 0.D. +t0.63" LONG NYLON I$ BUSHING 3/8" 0.0 x 0.90 LONG NYLON ! l061 BUSHING ® FASTENER @ 24" O.C. (SEE ANCHOR SCHEDULE 2•• FOR ANY ACCEPTABLE ANCHOR). MI with SEE SECTION L ON SHEET 4 FOR COMPLETE NF SH T [IoEId• •0�P�8 0 ro 01 0 Ch N 0 O 0 0 1- S � 10/17/20021 AS NOTED l�xJ 1...„ CA ) I •mf ns 05 m-335 I sheet 2 of 7 0 U • 9 • •a•••• • I • • n • ; I••• N •n • • 1••• x) • j • •i • E • r ) L. GLgS OR DOOR E ir W.•. . 1 2 • • ` C2 CONNECTION TYPE REFERENCE ANCHOR • SCHEDULE FOR MAX. SPACING S /8 "r1AX.•• SEE TABLE 2 OR OSO0R EMBED. 5/8" MAX. EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLER ASSEMB 1/2 "/ TYP. EVERY OTHELY R 1/4" MAX- . • • 1fIA4U. MOUNT SECTION / s �� 1:, 7F o= —• �- - •• EXISTING CON!REPE!IPMSONRY OR W000 STRUCTURE. SEE • • NICHOR SCHE � �liP. •R ENC! ROW* SCHEDULE FOR MAX •F•�1CCEE0 6 •SPAACCI 11 810NT. •••• 11 CONT. ■ 1/2" 9 -3/16" MAX. 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 a w T7/2„ CONT. ■1/2 CONT. CONT. NOTE: BOTTOM USED AT A DETAIL OOP E UILD - OUT MOUNT SECTION <- N� GLSSSEE TABLE A O R DOOR 3/16 "0 POP RIVET OR 12 7 @ 6 "0 CCEW 0.C. (TYP , 02- O Lu ASSEMBLY X WN 1" x 1" x 1/8" EW ALUM. ANGLE ur W/ 3/16 "0 POP 1/4" MAX. RIVETS @ 6" 0.0 CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING • • /2" • 1 /2 "lj TM!fr1!4 -? MACHINE BOLTS WINUTOA N14 TES SORE W 0)12" 0.C. • • • • (TYP• TOP 8iB OTT) • • SEE TABLE 2 1� • 1 C • • 5/8" 1/ /2 11 O 1/4" MAX-J EXISTING CONCRETE, MASONRY EXISTING CONCRETE MASONR OR WOOD STRUCTURE. SEE OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. ANCHOR SCHEDULE, TYP. 0. 0 1/4 -20 MACHINE BOLT W/ NUT @ 12" O.C. (TYP., TOP & BOTTOM) ROLLER ASSEMBLY �++ TYP. EVERY OTHER P w VIa' � Xu Xu • OR DOOR 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1- ]: a L -1/4" MAX. EDGE i Z DIST- aJ a N 3} GG``q v OR DOOR XI ¢`J 3/16 "0 POP RIVET @ 6" 0 C. (TYP.) -1/4" MAX. '4' to PTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER CONNECTION TYPE REFERENCE ANCHOR FORE nisi' SCHEDULE FOR MAX. FflCE f11CT ; SPACING OCEIU NG/INSIDE MOUNT SECTION SCALE. 3" • 1' -0" SEE TABLE 2 OBUIL D -OUT MOUNT SECTION SCALE 3" • 1' -0" EXISTING CONCRETE, MASONRY / 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. 1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 11 CONT. - FOR LARGER SPANS m E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) C2 CONNECTION TYPE REFERENCE ANCHOR R CONNECTION E FFE ECE CH R SPACING LB FOR UTDO NOT SCHEDULE FOR MAX. EXCEED 8 -1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ " TYP. UT 12" 0.C. (TYP., TOP ._. ._ -..__ BOTTOM) �r N —1/4" O w 0 MAX. j_ O 5/8" MAX. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. L_Wt` 1 C1 CONNECTION TYPE ANCHOR II SCHEDULE MAX. !i SPACING g G 1 CONT. - FOR LARGER SPANS k �t4. E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C) /8" MAX. O BUILD-OUT MOUNT SECTION SCALE. 3" = 1' -0" -1/4" MAX TOP & BOTTOM 4414 SMS 1024" O.C. MAX. IN BETWEEN TRUSSES SEE TABLE 2 EMBE D. 16 WOOD SOFFIT / \FLOOR MOUNT SECTION 1/4" MAX. X E5 a ,,,u+ S i- 5 - 1 1/ 4" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 5/8" MAX. 2" x 2" x .050" ALUM. TUBE TYP. TOP & BOTTOM OBUIL D -OUT MOUNT SECTION SCALE. 3" • 1' -0" 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 B y /2" 1/4" MAXI 0 1/4" MAX. z Z4^ 4 C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING Awned as iioTb'W wish NI • 05 I Q/2o� NOM n SI. Mimi Oide podia Cabral = iV H Cn V ¢ o �m O U t m cc • 77 • CiVact ce u 3LL m o • f O) Z ic g 'COI Zx oa W O J 2 t V.J. Knezevich n--. R U[n.x OPI3 �ma �r3 Z AS 4 NOTED .0 5 2 u � B 5 44 ' o F . �_ O Z L 0 0� UI2 [ 10/ 7/2002 05-335 sheet 3 of 7 1 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN 2 "415 " Tw 0 .124" T1 = .42.i': •8' -0" r —• 10._0:. 8._1.. —•- ..r-6" 2"411k 8 • Tw = Alto • Tf = .224 • • 5' -0" 14•_0.. 8' -0" 11' -6" • • 2" x•)• • Tw !.pp7 " • 5•_0• 1544- • B' -0" :2,i-4: . 10'-O" 11 0 •l a N • a` • •••• •••• • •••• EXISTING STRUCTURE - TWO 3/8 "0 POWERS CALK -IN p 3 -3/4" 0.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 GO 3" 0.C. W/ 1 -3/4" EMBEDMENT S. 2 -1/2" EDGE DIST. IN EACH ANGLE • L • • • • • 8R OR • •••• • •••• • •• • • • ••• • •••• • •••• 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 8 2 -1/2" EDGE DIST. IN EACH ANGLE STRUCTURE • • • • • •••• SEE TABLE 2 5/8" MAX. 2" x 3" x 1/4" 6063 -T6 ALUM. ANGLE 1- 1 /L " �-DETfULS 8 /71 THREE -1/4 "0 THRU BOLTS (MAX DESIGN LOAD 0 72 PSF) ® TOP SUPPORT BEAM DETAIL N SCALE: 3" • /' -0" ACCES HOLE N 1- 5 t0 • • • • • NOTE: 1. USE BEAtM SCHERULE FOR DETAILS 1�,p' AN0L,4 . • • • • • 2. SHUTTER SPAN TO BE LIMITED • TO THOSE SHOWN IN TABLE, SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM I(,OF SUPPORT TO CL OF SUPPORT. 60 ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION (MAX. DESIGN LOAD • 72 PSF) ® BOTTOM SUPPORT BEAM DETAIL SCALE: 3" • 1' -0" ALUM BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION 3, MAX. HORIZONTAL SPANS) 1/4 20 S.S. MACHINE SCREW 8 NUT @ 12" 0.C. USE THRU BOLT OR ACCESS y0LE AS SHOWN IN DETAIL 1 -1/4" MAX. .6 � awwr �VI J � = XQ Q Fr <Q 3(� y 1 ' 1 j 7 00: Vj Q N3- O S N LL aT' r1 3/16 "0 POP RIVET OR 412 TEK SCREW (036" 0.5. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION S MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW 8 NUT 12" 0.C. PROVIDE 1"0 ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU BOLT AS SHOWN IN DETAIL! I1.50" 3.00" DRILL 7/16 "0 HOLE DRILL 5/16"0 HOLE 1.13" 3.75" W ANGLE DETAIL USING CALK -IN ANCHOR SCALE : 3 ". 1'- 0" DRILL 5/16 "0 HOLE 1.00" PLYWOOD AND STUCCO FINISH 3.00" 3.00" 3,00" 1.00" 5/8" MAX. 3.00" 11.00 3.00" ! 2.50" O ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3 ". 1'- Cr o. IA 8( ®WALL MOUNT SECTION - USING Y x 6= P.T. WOOD PLATE SCALE: 3" • 1' -0" GGLL SEE TABLE 2 P DOO 3/16"0 POP RIVET OR 412 TEK SCREW (A 6" 0.C. (TYP.) 8 SSEMTBLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. SEE TABLE 2 1/2" CC X E 1' 1/4" MAX. 1/4 -20 S.S. MACHINE SCREW R NUT (01 12" 0.C. PROVIDE 1"0 ACCESS HOLE (01 BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW Col 24" 0.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1" x 3" x 1/8" OR 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE (MAX. DESIGN LOAD= 72 PSF) ® WALL MOUNT SECTION - USING ALUM. TUBE SCALE. 3" • 1' -0" EXISTING CONCRETE, MASONRY OR W000 STRUCTURE. SEE ANCHOR SCHEDULE. TYP. D. Q N TAM_ C� }�s 1 + f O I, O 111' Ull a_ 3/16 0 POP RIVET L06 "OC. ITYP.I `- - -2 I:_ 21 Q. Q. OPTIONAL LOCATION C5 CONNECTION TYPE DGE DIST� REFERENCE ANCHOR SCHEDULE FOR MAX. ' SPACING ®CEILINGANSIDE MOUNT SECTION FOR WOOD PLATE USE 1/4 "• L S.S. LAG SCREW W/ 1 -3/4" SCALE: 3" . 1' -0" PENETRATION INTO WOOD \ PLATE (d 12" O.C. TWO 1/4"0 5.5. LAG SCREW PLYWOOD AND J i / y ,11 24" 0.C. MAX. W/ 1 -3/4" STUCCO FINISH PENETRATION IN CENTER OF 5/8" MAX. +-+ STUDS 2 "x6" P.T. WOOD PLATE (MAX. DESIGN LOAD = 72 PSF) By 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING r 1/4" I MAX. TCw ¢ .NQ V1 iCNo Na o X= S z Q —1/4" MAX. Append as wapylK with tle DseePisrida . 00 NOM/ Mind Dade Pmdact Cameo! 'a AS NOTED] [ b 051 10/ 7/2002 I = MCx 05-3"i5 ( sheet 4 of 7 1 MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) TYPE A ALL MOUNTING COENDXCEPT ITIONS ©E F • (FT - IN) TYPE B DETAIL QF OR DETAIL © W/ SINGLE ANGLE REQUIRED 3 -3/4" MAX. B.O. (FT - IN) TYPE C DETAIL DOUBLE ANGLE REQUIRED 3 -3/4" MAX. 5.0. (FT - IN) TYPE D DETAIL C 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 - 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 MINIMUM SHUTTER SEPARATION FROM GLASS (IN) MINIMUM MINIMUM SEPARATION SEPARATION POSITIVE ACTUAL FROM GLASS FOR FROM GLASS FOR DESIGN SPAN INSTALLATIONS INSTALLATIONS LOAD (W) (FT - IN) LESS T OR EQUAL T HAN O 30' ATER HA N GRE 30' ABOVE (PSF) ABOVE GRADE GRADE (INCHES) (INCHES) 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 30.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/8 13 - 1 3 -3/4 2 -3/4 5 - 0 2 -7/8 1 -1/2 '7 - 0 2 -7/8 1 -5/8 40.0 8 - 0 2 -7/8 1 -5/8 11 - 0 3 2 -1/4 12 - 11 3 -3/4 3 5 - 0 2 -7/8 • 1 -142 7 - 0 2 -7/8 • 1 50.0 8 - 0 2 -7/8 - 1 -3 /T. 11 - 0 3 • • •2e*! 12 - 2 3 -3/4 • • • •3 • 5 - 0 2 -7/8 1 -1/2 •••• • 1 - 5/8 7 - 0 2 -7/8 60.0 8 - 0 2 -7/8 • 0 1.3•4 11 - 0 3 • • 01.31' 11 - 8 3 -3/4 • 8 3 • • 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 ...11n 70.0 8 - 0 2 -7/8 • 1 -7/4 9 - 6 3 2 - 1,(4 10 -4 3 • 2.5/! 5 - 0 2 -7/8 '"1-1/7 7 - 0 2 -7/8 1 -3/4 80.0 8 - 0 2 -7/8 1 -7/8 11 - 0 3 -1/8 3 -1/8 12 - 1 4 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 90.0 8 - 0 2 -7/8 2 11 - 0 3 -3/8 3 -3/8 11 - 6 3 -7/8 4 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -3/4 100.0 8 - 0 2 -7/8 2 9 - 0 3 2 -3/4 10 - 3 3 3 ® ALT. CLOSURE DETAIL N SCALE. 3" = 1' -0" 1" x2 "x1/8" ALUM. ANGLE 3 *10 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY T {2" M - FASTENER @ 24" O.C. B (USE ANY ANCHOR IN L ANCHOR SCHEDULE) E 1 ® ALT. CLOSURE DETAIL M SCALE. 3" . 1 x 2 MIN FASTENER O.C. (USE ORS Y ANCHOR OR IN ANCHOR SCHEDULE) 17 I: *10 TEK SCREW OR 3/16 "0 ALUM. POP RIVET @ 24" O.C. (TYP.) TWO 1/4 "0 FASTENERS 9a EACH CEDULE FOR ANY ANCHOR) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE ® CORNER CLOSURE DETAIL P SCALE 3" • 1' -0" 2 "x2 "x.125" ALUM. ANGLE CONT. 810 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 *10 x 1/2" GALVANIZED SMS OR 3/16 "m ALUM. POP RIVET @ 18" 0.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 1/4 20 TRUSS HEAD BOLTS F. NUTS W/ LOCK WASHERS @ 4 "0 EXISTING STRUCTURE ZJ HALF 0 USE MALE OR FEMALE AS REQUIRED ©ALT ER CLOSURE DETAIL 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. FROM SHUTTER (SEE SCHEDULE SHEET 5) 0.062" THICK RECESSED SILL 3105 -H32 OR 6063 -T6 ALUM. ALLOY (1/8" BELOW CONCRETE). 1 -1/4" E 1/4" MAX. ®ALTE®ALTE FLOOR MOUNT DETAIL RNATE 3" • 1' -0" EXISTING STRUCTURE MIN. 3,000 P51 CONCRETE CONCRETE FASTENER @ 8" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE • • A'wood as 014107E Ne D,le trr 7��j 0 MOAN n5 . Mod Dille hodeet Control •••• •••• • ••• • • • •• • • • • •••• • • •••• • •••• • • •••• •••• • • • •• • a: AS AS NOTED l tr.. .nq MCA ICJ +F na 05 6 -335 sheet 5 of 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INDIES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS "nau •isix ANCHOR TYPE _ a = MIN. r EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1 SPANS UP TO 9• -0" (SEE NOTE 1 SPANS UP TO 13•_l" ISO 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 NONE 1) CONNECTICN CI TYPE (SEE NOTE 3) C2 C3 C4105 CONNECTION C1 TYPE (SE; NOTE 3 C2 C3 ,C4 C5 CCNNECTION TYPE (SEE NOTE 3 C1 C2 ,C3 C4 C5 CONNECTION TYPE (SEE NOTE 3) C11C21C3 C41 C5 CONNECTION TYPE (SEE N0113 C11C21C31C4 C5 CONNECTION 0E1 C11C2 NOTE C3 TYPE 3) 04]C5 CONNECTION C1 TYPE (SEE NOTE 3 C2fC31C4 C5 CONNECTION (SEE C1 C2 TYPE 101E 3) (31 C4 C5 3131DNO3 ,_,,._. -. r . - m.8819NIU1011111161111881> ,45.0 12 12 12 112 1 7 12 12 12 8 5 12 12 112 7 4 10 1 5 1 5 5 3 12 12 12 112 9 12 12 12 10 1 6 12 12 112 1 9 1 5 11 6 6 1 6 3 157.0 12 12 12 9 6 12 12 12 6 4 3 11 6 3 9 L 3 L 8 3 / 4 8 3 ,AV� 8 3 1 4 8 3 ✓ 4 12 112111 7 12 12 12 8 1 5 12 10 112 1 7 4 9 3 3 1 5 3 , 1 i /4• N . EMBEDMENT Mx 3,100 PAL CONOtEM - 73:0' 12 12 1 2 � 7 , 4 10 8 5 5 5 12.12 12 1 9 11 6 6 1 6 5 3 11 6 9 3 6 3 6 1 4 5 1 3 10 9 4 4 5 3 1 3 5 3 3 9 3 9 1 3 3 j 5 3 1 5 3 3 105� . 10 5 5 5 3 3 4 / 170.0 • 3 1 4 �OWADEaAVAI / IV 3 1 5 3 9 3 3 5 1 3 9 3 3 1 5 3 9 3 31 5 3 * ' V(11 1/4 POWERS CAL1C-81 W/ 7 /13 EMBEDMENT L 1/4 -20 STAINLESS STEEL MACHINE SCREW 004 l,018PS10014=Tm 45.0 12 12 12 12 9 12 12 12 9 6 12 12 12 8 6 12 9 1 9 5 4 12 12 12 112 12 12 12 12 12 110 12 12 12 112 9 12 11 111 9 6 57.0 12 12 12 10 7 12 12 12 7 5 12 12 12 6 4 12 5 4 4 3 12 12 12 12 11 12 12, 12 121 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 3 12 5 4 4 3 12 12 12 12 8 12 12 11 9 1 6 12 8 1 8 8 5 12 6 6 7 5 105.0 12 9 8 5 4 12 5 4 4 3 12 5 4 4 3 12 5 4 4 3 12 11 11 9 6 12 6 6 7 1 5 12 6 6 7 5 12 6 6 7 5 170.0 12 5 4 4 3 12 5 I 4 4 3 12 5 4 4 3 12 5 4 4 3 12 6 6 1 7 5 12 6 6 1 7 1 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 4 8 4 4 4/ 12 12 12 112 7 12 12 112 1 9 5 12 12 12 8 4 9 5 5 5 3 E Q 57.0 12 12 12 8 5 10 10 10 5 3 9 7 8 5 3 6 ' 3 12 12 12 110 6 12 12 12 1 7 4 10 8 9 6 3 7 A 4/ 1/4T0 POWERS NAIL-IN A W / 1 -1/8' MIN. EMBEDMENT PM 3A'a0►SLCOP101E1E) 73.0 11 11 EMI r Ap "�� 12 i 7 4 9 5 5 5 3 8 3 �'' 4 105.0 8 4 44 4 •• 1 4 110.0 6 /. MI IIME � � ;MIDI � MEI �FEME �/� �i/�� �I / ���� Kell /II � 1 4 * • 110 1/4•0 ELCO MALE/ FEMALE •PANELNATE• W/ 1 -1/4 MIN. EMBEDMENT L 1/4 -20 MACHINE SCREW WITH NUT De13,T00PS COMPETE) L CETE) 45.0 12 12 12 12 11 12 12 12 112 7 12 12 12 11 6 12 8 1 '7 7 4 12 12 12 1 12 12 12 12 12 12 8 12 12 12 12 7 12 8 8 1 8 5 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 11 4 1 4 6 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 6 4 1 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 1 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 1 7 4 105.0 12 1 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 1 7 B 5 12 4 4 7 4 12 4 4 7 4 12 4 4 1 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 I l t 6 3 12 4 4 1 7 4 12 4 4 7 1 4 12 4 4 7 4 12 4 4 7 4 45.0 12 12 112 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 1 9 12 12 12 12 8 12 10 101 9 6 57.0 12 12 112 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 1 7 12 12 12 10 7 12 6 5 l 7 4 1/4• ELCO TEXTRON HEX- FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -3/4 EMBED 061114. ;320 P.S1 CDROM) 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 1 4 ' 6 3 12 12 12 12 8 12 11 10 .9 1 6 12 7 7 8 5 12 6 5 1 7 4 105.0 12 8 8 7 4 12 4 4 6 3 12 4 4 6 3 12 4 1 4 6 3 12 10 10 9 6 12 6 5 7 1 4 12 6 5 7 4 12 6 51 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 1 4 1 4 6 3 12 6 5 7 4 12 6 5 7 1 4 12 6 5 7 4 12 6 5 1 7 4 45.0 12 12 12 12 11 12112 12 12 7 12 12 12 11 7 12 8 1 8 7 4 12 12 12 12 12 12 12 12 121 9 12 12 12 12 8 12 10 101 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 41 4 6 3 12 12 12 12 11 12 12 112 121 7 12 12 12 10 7 12 6 5 1 7 4 1/4 ELCO CRETE FLEX W/ 1-3/4• MIN. EMBEDMENT NIL 3.350 PALCONOETO 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 1 4 6 3 12 12 12 12 8 12 11 10 9 1 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 1 4 6 3 12 4 1 4 6 3 12 10 10 9 6 12 6 5 7 1 4 12 6 5 7 1 4 12 6 5 7 4 170.0 12 4 4 6 3 12 L 4 6 3 12 4 4 6 3 12 41 4 6 3 121 6 5 7 4 121 6 5 7 1 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FAS1EPEE MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS •Dnais ism ANCHOR TYPE "az —z MIN. 3/4• EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C11C21C3':C41C5 CONNECTION C1 (SEE NOTE C21C3 TYPE 3) C4 C5 CCNNECTION (SEE C11C2 NOTE C3 TYPE 3) C4105 CONNECTION (SEE C11C2 TYPE NOTE 3) C3 C4105 1 /4•0 WOOD LAG W/ 1 -3/4• MIN. THREAD PENETRATION SMEAR PARALLEL OR PERP TO W000 GRAN 45.0 12 112 121917 12 12'12 6 5 12,12 12 514 12.9 9 313 57.0 12 1 12 12 1 7 1 5 12 12 12 5 1 3 12;12 12 1 4 1 3 12 1 5 4 3 73 0 1 1 1 2 1 5 1 4 1 2 1 9 : 9 3 ' 3 1 2 1 6 6 6 I 3 1 12;5 / 4 3 � 105.0 121 9 8 1 3 1 3 12 X 5 1 4 12 j S 4 3 12 5 4 3 ;70,0 12 1 5 4 1 3 / 12 1 5' 4 �� 3 %/ 121 5 4 1 3 12 5 4 3 SEE PAGE 7 FOR ANCHOR NOTES • • • • • •• • • •• • • •••• • • •• •• • • • • • • • • • • •• • •••• • •••• • ••• • • • •• • • • • • •••• • • •• •• • • •••• •••• • • • •• • Appnwed as e•epyl•R •Nh the Florida DIM NOMAS - 0•i Mint Dide Pr•d•ct C•et1Ol • 1 0 1 843:• in ate O1p7 '01 • 1 .46 f 4 ! ( // � ' � ma • CO tsi (S OQ liate mm • t �•• •• •� A6 NOTED J 10/ 7/2002 05-335 1 sheet 6 of 7 ) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING )INDIES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS '3n us 'ISM ANCHOR TYPE LOAD (WI P.S.F. MAX. (SEE NOTE 1) MIN. 2a EDGE DISTANCE MIN. 3e EDGE DISTANCE SPANS (SEE CONNECTION (SEE C1 5' C2 UP TO -8" NOTE 1 TYPE NOTE 3 C3IC4 C5 SPANS (SEE CONNECTION C1 B' (SEE C2 UP -0" NOTE NOTE C3 TO 1) TYPE 3) C4105 SPANS UP TO 9' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1IC2IC3IC41C5 SPANS 13' (SEE CONNECTION (SEE C1 C2 UP TO -1" NOTE 1) TYP NOTE 3) C31.C41 C5 SPANS (SEE CONNECTION C1 UP S' -8" NOTE SEE NOTE C21C3 TO 1) TYPE 3) C4 C5 SPANS UP B -0" (SEE NOTE CONNECTION (SEE NOTE C1 C2 C3 TO 1 TYPE 3) C4 C5 SPANS (SEE CONNECTION (SEE C1 UP 9 -0" NOW NOTE C2 C3 TO 1 TYPE 3) C4 C5 SPANS (SEE CONNECTION C1 UP 13' -1" NOTE GEE NOTE C2 C3 TO 1) TYPE 3) 1C4 C5 3130113 313113N00 MO11011 �1111111111111IN1111111111111111 1-1/4 MIN. EMBEDMENT 45.0 12 12 1 2 1 7 4 9 9 9 5 1 3 5 3 BIM 12 12 112 8 5 10 6 3 9 9 9 5 3 6 3 3 1 3' 57 57.0 10 10 10 5 � 3 7 7 7 ��� real mar A 11 11 11 6 4 818 8 4,an � 5'�'llWA©' S VIREFAA 7 6 �� /eiidiVAVAIN 4' 5'S�' �/ �l7' 73.0 '7 7 7 � 4' 5 3 3 iiEOii � //' /1 / //AIii//r �®� � / /. /,/I B 8 8 5 3 6 j 3 3 3 ' 105.0 5 I 3 4 ".WA 33 3 EV 110.0 4 /r///. 4 rdreiiEM.70741='ii�'�ia10 � 6 g j �%IW/ ���'� 5 • V' {ti 1 W/ 7 /e" EDMENT STAINLESS E �'' STEEL MACHINE SCREW 45.0 12 12 12 i 7 5 11 11 11 5 1 3 10 10 101 4 1 3 7 I 3 g' 12 12 112 12 7 12 12 12 8 5 12 12 12 7 4 8w'ar 8 4 1 4 5 3 war ©©m '� 57.0 73.0 12 10 12 10 12 1 6 101 4 4 3 9 1 7 W� 9 4 9 iaii a�i r /I� ��� /mm�, ii'.�iL/Ii //� 12 1 2 1 1 2 9 5 11111 11 6 4 10 8 9 1 5 /// "�� 12 8 12 12 4 4 7 5 4 9 1 5 ��'�/� ��2'�'�j 4 ©© 8 3 3 4 • 4 '�� / o�i �. ' . 4 '�,/I��, 105.0 7 3 1 3' 170.0 5 L / 3 5 "�/��`�J' 5 "rI /��ME 45.0 12 12 12 7 9 1 6 4 3 8 6 8 1 6 8 ' 5 1 3 �' 7 6 7 4 7 . 4 5 "�� / •'/' 4 " %I' 12 10 12 1'12 10110 9 7 5 4 9 7 9 7 9 6 u' 3 8' 6 B 5 8 '� 6 5, 3 EAONaii�/ 6 LL ] 57.0 9 9 5 3' 1/4 POWERS NAIL-IN W/ 1 -1/8' MIN. EMBEDMENT 73.0 7 7 '7 14 55 3 4 "i' 8 13 1 8 1 5 3 6 3 3 4 w �I%©' 7 EKG 105.0 5 /fatale C��.�� # " ,.. mo t. 5 3 , 3 3 �gremra � D E z� � ' p n,�l � m' "INAZIM'fir'��' 12 ang 12 6 4 4 170.0 4 /i icy i//MEMirs 4 rir,'p►/, � 013, 4 • ) O ` m • • 1/4 "• ELCO MALE/ FEMALE IN. EMBEDMENT SCREW W THC NUT 45.0 12 12 121 9 5 12 12 12 6 4 11 11 11 5 3 12 12 112 10 6 12 12 12 7 4 12 57.0 12 12 12 1 7 4 10 10 10 5 3 9 7 8 4 ' / . f i P A 12 12 ' 12 8 5 10 10 10 1 5 3 9 7 8 5 3 73.0 11 11 11 15 3 8 4 4 � 6 ,arA� 12 12 112 , 6 1 4 8 4 4 4 'u � © � 3 � 4 A 6 ' m 105.0 8 4 413 6 "ma� grApj�� 6 8 6 'O�nwa'tr"lr'agr'u 4 ' 4 4 4O gsztr 18 12 Ind i'i I W ✓ ' � / / /V4i /. 170.0 6 /m ' 6 „ 'rJ�' 3 6 „DE 1 57.0 12 12 1 2 1 8 4 9 9 9 5 3 B 6 7 5 5 � ' � � 12 12 12 10 5 11 11 11 74 10 9 6 3 73.0 10 10 10 1 6 3 7 4 3 Egg 6 '' , xp 3 ' 12 12 12 7 4 8 5 4 5 3 7 ', 4 '4019//ri' HEX-FLANGE TAP 3 CON/ HEX HEAD TAPCON W/ HEAD EMBED 105.0 7 3 4' s "r' S' � 5" iEI%,A' 8 4 , 4 �/m 4 agi /. „ a' MIN 170.0 5 / MI' 5 „m' 5 "fi/I 7 gm 4 ��' 9� 4 07, 7 a 45.0 12 12 12 1 10 5 11 11 11 70 10 10 6 ' 3 7 , 3 3 4 ' 12 12 112 12 7 12 12 12 9 5 12 12 12 8 4 8 57.0 12 12 12 1 8 4 9 9 9 8 6 7 5 7� 5/ 3 4 12 12 12 10 5 11 11 11 7 4 10 , 8 9 6 3 7 4 1/4 ELCO CRETE FLEX E4 EMBOMENT 73.0 10 10 10 6 3 En 3 4 ai /rC rd ' 12 12 12 7 4 8 5 ©5 3 7 �' 7 I/ %Iii 105.0 7 3 3 1 4 '�•��r' 3 ai��i%�I�/� FA pig, 4 5 ' is��rig���'�'� 170.0 5 /��W�M 3 �5 ra6i//%AZIEI S.7 PI ' //� Y7II/iiEE�/I � 77 X �� 44 , � � �� QW Iiii/Ai /NN 0 6' 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 EOGE 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 STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPtR ANCHOR TYPE BASED ON TYPE OF 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 EXISTING STRUCTURE IS WOOD FRAMING. WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.I WOOD s TUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE SOUTHERN PINE" 0 =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. S' DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERED WINGNUT. 11. FOR BUILD -OUT MOUNT SECTION° ANCHOR SPACING SHALL NOT EXCEED 8 - 1/2" 0.C. 12. FOR BUILD -OUT MOUNT SECTION EO ANCHOR SPACING SHALL NOT EXCEED 6" O.C. • • • • • •• • • •••• • • •• • • •• •• • • • • • • • • • • •• • Approved a! ee•Pyh3 with the 0lle !belch _ 'lio05. NOM Miami Dade Product Cmtrd •••• • •••• • •• • • • • • • • • • •••• • • •••• • • • • • • • •••• • • • • •• • D 2 L ter 61 N 0 0 0. 0 0 36 u I-1 10/ 7/20021 4 a.nq AS NY113) l MCAT 1 104, 0, Imo..,., 1 V76 05-35 3 1 1 sheet 7 of 7 1 ALUMINUM ACCO NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TNT JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO 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. 1. Legal.description of property and street/address: X . 00 /UV )3 I 0 1 .l i A I S }+o S l 2. Description of improvement 1 ({T-1-1 0MO. f (- R ( CA- N 3. Owner(s) name and addre_ss:X1AAVVYA Ct2tSTO bM \J rt‘E l C( (t O C., t O IiW tO s 1,A 1 A-m S-tf mss FL �3lC0 Interest in property: , 1-4c �t p 'a1� I 1 ; Name and address of fee simple titleholder: 4. Contractor's name and address: 1- 1"IL1 YY1i V1l lr TEC L..I 770 11/4A1) 207 fcr-u ? 1hmhv oV, P1 �� s �L � Q-Q 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: 'FLOPIO,' C.,04 -' <T4C - 0, "!is bond Amount of $ NER CERTIF, ra ;:�; t'i 44 =X of Ma 6. Lender's name and address: tine/ as. WITNES$ my r':snc r,; 7. Persons within the state of Florida designated by wr ier u pon v h provided by Section 713:13(1)(a)7., Florida Statutes, y Name and address: Sworn to and subscribed before me this e day of Notary Public Print Notary's Name My commission expires: 123.01 PAGE 4 10/04 TJ I.IJJIl•Hail QMMP Qn t 1 111111 11111 "I I'IHI I111I 11111 1111 1111 :x2 V al Seat CFN 213n6R0593 iS OR L•k - 24510 Ps 2906; (1Ps RECORDED 05/10/2006 14 :32 :10 HARVEY RIUVIHh CLERK OF COURT MIAMI -DADE COUHTYr FLORIDA LAST PAGE e • I 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: Ursa= 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a : •nature of Print 0 er's am IPF,q S02: '0N Xtid Prepared by 0P,�o Notary Publlc aim cn Flonca ll Commission / DD 367582 . Notary Public - State of Florida M► Comm: , Eic04$ 0c131, 200$ Commission 600 367542 Address: l(Q / moo& /i ' 0 I S 6;t Nt 1D 12l21I1H j'8tf : 1,10a3