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999 NE 94 St (7)APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address lir T J. Kurosad Registered Architect and /or Engineer Name and address of licensed contractor Calumet VJiacloyya,_._Inc. 10Q2 };, 24th, St., Hialeah, Fla, Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done 999 N.E. 94th. Street, Miami Shores State work to be done and purpose of building (by floors) R 23 existing- -glass jalousie windows and install 23 Awning Type Windows. No structural changes. and for no other purpose. New Building Remodeling___Xx__.. Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $___1,24.00 Amount of Permit $ 7.00 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent t o ____ CalumetWWindows, - Inc. - , 1002 E. 24th. Street, Hialeah, Fla. 33013 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted fo/ ' spection o the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such .ntractors /on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared - to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No I y 1 ( Date 2 ex," . . Read, Sworn to and Subscribed before me. Disapproved (Signed) Council Approved u ding Inspec MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT NNING BOARD (Signed) Date ...__ February 1 No.. 92.9 Notary Public, State of Florida My Commission Expires DATE Chairman _ ._ Member Member Member Member Member _Date Disapproved 19 71 Street N.E• 94th, St. Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. SHUTTERS FINAL V Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Project: <NONE> Inspection Date: 09/12/2006 Inspector: Grande, Claudio Owner: MARTINEZ, AURELIO PEDRO Job Address: 999 94 Street NE Miami Shores Village, FL SEP 13 RCC'C Contractor: DIVERSIFIED ALUMINUM SERVICES Building Department Comments Monday, September 11, 2006 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 Parcel Number 1132060350010 Lot: Phone: 305 - 822 -6685 Page 2 of 2 Issue Date: 8/7/2006 Expires: 02/03/2007 Owner's Name: AURELIO PEDRO MARTINEZ Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 999 94 Street NE Contractor(s) Phone DIVERSIFIED ALUMINUM SERVICE 305 - 822 -6685 Yes Primary Contractor Comments: accordion shutters Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type of Work: Additional Info: No of Openings: 17 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -8 -06 -2064 Phone: 1132060350010 Lot: PB: Total Square Feet: 510 Total Valuation: $ 8,150.00 Required Inspections Shutter Attachment Shutter Final Fees Due Amount CCF $4.89 Education Surcharge $1.63 Permit Fee $270.00 Scanning Fee $3.00 Technology Fee $6.75 Total: $286.27 Invoice Number WS - 8 - 06 - 25763 Total: Amt Due $286.27 Amt Paid noC ore � 0 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 . Date: To: f 2 - G.- r "?1 .2 Combo Window Shutters, Inc. is the Miami -Dade County Notice of Acceptance holder for: COMBO Accordion Shutter Acceptance No. 03- 0829.04 DIVERSIFIED ALUMINUM SERVICE, INC. This letter authorizes 7870 W 25th AVE. HIALEAH, FLORIDA 3301 use our above named product at the following job site: Thank You, Nick ; jr . Pres SA d R. Maier Vice President AUG la 0 33096 I(a• COMBO WINDOW SHUTTERS, 7860 West 25 Av. Hialeah, Fl. 33016 VeL\CO martrta_ • qc n ev at: show i sT-1 • •.• • • • • • • • • • • • • . • • • 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • •• •• •• • ••• • • • • • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • *0* • • WSOCa RAMMS ENGINEERING INC. Kd =1.00 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE, 2004 • • Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 - 02 WIND CODE • -- DESIGN WIND LOADS (LBS /SQFT) 146 MPH ZONE - Interior & Exterior Zones (4&5 - Walls) Positive Pressures EXPOSURE C For the 146 mph Wind Zone •. .. - Height - (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 54.7 52.3 50.8 49.8 52.7 49.0 I 48.4 51.9 51,2 20 58.0 55.3 53.8 25 60.5 57.8 56.2 55.1 54.2 53.5 30 63.1 60.3 58.6 57.4 56.5 55.8 40 67.0 64.0 T 62.2 60.9 60.0 59.2 50 70.2 67.0 65.2 63.9 62.8 62.0 60 72.8 69.5 67.6 66.2 65.2 64.3 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 I 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -59.4 I -56.9 -55.5 -54.4 -53.6 I -53.0 20 -62.9 -60.3 -58.7 . -57.6 -56.8 -56.1 25 i -65.7 -62.9 -61.3 -60.2 -59.3 -58.6 30 -68.5 1 -65.6 -63.9 -62.8 -61.9 -61.1 40 I -72.6 -69.6 I -67.9 -66.6 I -65.6 -64.8 50 -76.1 -73.0 -71.1 -69.8 -68.8 -68.0 60 I -78.9 -75.7 j -73.7 -72.4 -71.3 I -70.5 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone - Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 - -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -73.3 -68.4 -65.5 -63.4 -61.8 -60.5 20 -77.6 -72.4 -69.3 -67.2 -65.5 -64.1 - 25 -81.0 -75.6 -72.4 -70.1 -68.4 -66.9 ..30 -84.5 -78.8 -75.5 -73.1 -71.3 -69.8 40 -89.7 -83.6 -80.1 -77.6 -75.7 -74.1 50 -94.0 -87.7 -84.0 -81.3 -79.3 -77.6 .. 60 ...... ... -97.4 • • • .80.9... • . : V.0 • . -84.3 ' -82.2 . -80.5 . • • • • • • • • ••• • ... Length of End Zone (a): 10% of le . tt or .4 h, whichever is smaller, but not Tess than 4% of least horizontal dimension or 3 ft (h = mean roof height in feet). • • • • • • • • • • • • • - AN 8% REDUCTION OF LOAM 4HOWI;1•A /E•MN EF:fAKEN FOR FLAT ROOF �, • O •• . ••••.• • .•. ••• • • • • • • • • . ... • .... • • ° it r• ••• - •- ••• • . • L---1 r fell F Cct • . .. • • • • • .. ••• .. • •••• • • • • • • • • • • .... • • • • • .. • •••• • • .. •• • .. ..... .. • ... • • ••• ... • ..• ... • • • • .. • • .. • • • ... • • ••• • zq (9 51 MIA. -DAD_ BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DI ISIO` NOTICE OF ACCEPTANCE (NOA) Combo Window shutters, Inc. 7860 West 25 Avenue Hialeah, Florida 33016 MILAMII -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING • 130 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -i563• (305) 3 - FAX (305) 375 -2908 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 Miar.^.i 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 ed r antler, The manufacturer will incur the expense of such testing and the AHJ may i^ •ediately revoke, +od use of material within jurisdiction. BORA reserves the right ii1'' OT suspend the such product or :n .tin... thin L:: ^elr � to revoke this acceptance, if it is determined by Miami -Dade County Product Conn Division that this product or ,material fails to -feet 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`Florda Building Code. DESCRIPTION: "Combo" Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -815, titled Combo Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich c Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, sic-ied and sealed by V. J. Knezevich, P.E. bearing the Miami -Dade County Product Contioi 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 it the applicable building code negatively affecting the performance of this product. TERMLNATION of this NOA will occur after the expiration dite 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. L. SPECTION: A copy of this entire.NOA• liad1 egrpv3ded.tb the user by the manufacturer or its distributors and shall be available for inspection atthe job sifolatitrie k4ue9t of the Building Official. This NOA revises & renews NOA # 98= 061g.0A consists of 'this page 1, evidence submitted page(s) & approval document mentioned above. The submitted documentation was reviewed by He1miA. Vel a • • • • NOA No 03- 0829.04 • • • • ... Expiration Date: 08/29/2008 �' • • Approval Date: 10/0972003 Page 1 •• • • • • • • • • • • • ... • • .. •• • • ••• • • • 1 o /a ••• • • • • • • • • • • • • • •• •• ••• • • Combo Window shutters. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL iT 00- 0628.05 A. DRAWINGS 1. Drawing No. 00 -857 prepared by Knezevich & Associates, Inc., titled "D.A.S. Impact .accordion. Shutter ", dated July 23, 1996, revision =6 dated June 10, 1999, sheets 1 through 6 of 6, signed and sealed by V. J. Knezevich, P.E. B. TESTS 1. See Association's generic approval under 99 -0036. C. CALCULATIONS. 1. See Association's generic approval under 99 -0036. D. MATERIAL CERTIFICATIONS 1. See Association 's generic approval under 99 -0036. E. STATEMENTS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated June 14, 2000, cerrifi,'ing this product to meet the criteria of product tested and approved, and allowing Diversified Aluminum Service, Inc. to use the test results approved under Dade County Approval No. 99 -0036, signed by Mr..Frank Cornelius. 2. Acknowledgment letter by Diversified Aluminum Service, Inc. dated June 19, 2000, signed by Mr. Nick Tarantino. 3. Lester by Knezevich & Associates, Inc., dated June 14, 2000, certifying that the drawing (No. 00 -857) prepared for Diversified Aluminum Service, Inc., signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi -Tech 's generic drawing (No. 96 -168). 4. Acceptance Letter issued to Mr. Nick Tarantino on August 15, 2000, and returned signed by Mr. Nick Tarantino on August 16, 2000, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. 2. A. NEW EVIDENCE SUBMITTED DRAWINGS: 1. Drawing No. 03 -815, titled " Combo Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 04, 2002, signed and sealed by V. 1 Knezevich, P.E. B. TESTS: •• ••• • • • • • •• • 1. See Associations gene+rr �opproval under 02 -0799. • •• •••••••__• d G A • Helmv A. Makar, P. E. • Product Control Examiner • • • • • • • • • ▪ • • ▪ • • NOA No 03-0829.04 • • • • • • • • •• • • • • • • • 08/29/2008 • • • • • • • • • Expiration Date: 081_ • ••• Approval Date: 10/09/2003 • ... E • - • ••• • • • • • • • • • • • . • ... • • • • • • • • • •. . • • • • • • •• ••• • • • ••• • • - 1 9 • Combo Window shutters. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS: 1. See Association's generic approval under 02 -0799. D. QUALITY CONTROL 1. By Miami -Dade County. Building Code Compliance Office. E. TERIAL CERTIFICATION: 1. See Association's generic approval under 02 -0799. F. OTHERS 1. Release letter issued by the Hi -Tech Shutter Group, Inc., dated August 27, 2003, cerrif ng this product to meet the criteria of product tested and approved, and allowing Combo Window Shutters, Inc. to use the test results approved under Miami -Dade County .Approval No. 02 -0799, signed by Mr. Frank Cornelius. 2. Letter by Knezevich & Associates, Inc., dated August 27, 2003, certifying that the drawing (No. 03-815) prepared for Combo Window Shutters, Inc. signed and sealed by Mr. V. J. Knezevich, P.E., is engineering wise identical to Hi- Tech's generic drawing (No. 02 -458). .. ••• • • • • • .. • • • • • • .. ••• .. • • • •• • • • • • • • • • • • • • • • • • r • • • . • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • - ••• • • • ••• • • • • •. • • • • • • • • • j2 . •• • • • • ••• • • • • • • • • • •• • • • • • • •• • ••• • • • • •• • • Helmy A. Mtakar, P. E. Product Control Examiner tiOA No 03- 0829.04 Expiration Date: 08/29/2008 Approval Date: 10/09/2003 t 2•w : EL 0" J-F` ,6. -5.. LB5; •••' • 5. 6. �t1 -1 = 055" t2 = 076' HEADER -CLG. . MOUNTED SCALE: HALF SIZE t~ ti . ` '052" � L .078 " L.531." O TYP. SLATS $ SCALE- HALF SIZE 1' GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE INCA) BY MIA MI -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 P.EFERENCING THESE DCCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY FOR ww° LOAD CALCULATIONS IN ACCORDANCE WITI,4 THE FLORIDA BUILDING CODE 2001 A DIRECTIONALITY FACTOR OF Kt =0. 65 SHALC-_BE USED THESE jPPROVAL DOCUMENTS ARE GENERIC AND DD NOT INCLUDE INFORMATION FOR SIT SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM THESE APPROVAL DOCUMENTS COMPLY WITH CHAPTER 610 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 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 DR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. ANY MOOIFICA OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID o a o : WHEN THE SITE CONDITIONS DEvIATE FROM THESE APPROVAL DOCUMENTS. THE'4 BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: ' A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED. DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT WHICH DETAIL AND JUSTIFY INC DEVIATION SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION 70 THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL. 5) REQUIRE THAT ' ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROH THE MIAMI - DADE COUNTY PRODUCT CONTROL DIVISION. INC APPROVAL DOCUMENTS. 1.20" 966" E7c.. 1-P3" •' m. lO : lo 0;- '111�T2M' I hi I t2 ^INi O • _ �� - .. I I . J cC ^' V1. ,�C O 0I m ! : r -- ,e i6OO : i-Tl - s: • •' •1 �_ t i • •v0: ,r-i. 107 1 1 ., - . I O o I 11 = N 1103" _A L 1.78•• ® ADAPTER SLAT SCALE HALF SIZE 3 I I 1J-t t2 t. _ � 7.. O HEADER -WALL MOUNTED 2 SCALE: HALF SIZE 3:993" x:•O52" • • WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS ONLY OPTION •'6" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL 9 EACH SHUTTER ASSEMBLY SHALL E‘rEgM (eABEj.E0 AS•GOLLOWS COMBO WINDOW SH4rT'1ER? i . • • • • HLRLEAH. FLORIDA': MLAMI-DADE COeNTY PR(IDLTT C.PFTO%EDD ; • - • -•- 01. 6 •. 11. STORM SHUTTER EXTRUSIONS SHAWN SMALL 6E0,063 - 41'6 ALum9NUM, ALLO _mIO. 12. ALL SCRCS _ • • • • • • • • • • • • '' WD 60115 TD 662G� 1•i N S, 2 ALtWIINULLOY•S•AL•SS STEEL. ✓: a OR GALVANI STEEL WITH A h�1►1MUMRTS)NSIIIE S•R!NQTH OF 6� I - PDP RIVETS TO BE 3/16 "P. 5052 ALUM AIL OY,•U.O.NS • • • •• • ••• • • • 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED A S FIELD CONDITIONS REOUIRE 1�. FLOOR TRACKS MAY BE REMOVABLE AT NON - ST ACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWE SC ALK�NA .CHp12S' • • 15. THIS SHUTTER SYSTEM 15 PATENTEID WTH T1�E �I S• PA•F 4A EN= ANTRD A EMRK OFFICE. PATENT No. 5.155.210. • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • r• • SLO•• MAX - .125 1 .B 1 .0" • 875" T L 6: 1 ' 90• 1 1 n t2 (T - « N 522'- ' : e ;. .600" ° rc J'. 0' J ' 1 N mi ^ 41 1 - I tl (T'I P. 2) •326" 61.0" I •620" I t1 5" t2 - 175" 0 3`• @ BUILD-OUT WALL HEADER SCALE: HALF SIZE • • 1 2.775" 2.586" 24E1 " MIN. -5" MAXI ANGLE • • ••• •• • • • •• 2.373 10. ALL SHUTTERS SHALL HAVE A LOCK • MECHANISM Al CENTER OP SIDE CLOSURE WITHIN 1E OF CENTER (VERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE I.158" HURRICANE PROTECTION. o: N: �.. NI .r:;6t.. oDD1 SCALE HALF SIZE OLOCK CLIP (D LOCKING N -1.F SiZE )6°5 -.1.860" .060 Q CENTER MATE 1 SCALE. HALF SIZE 1. 72" I.D. 612" 0 D / 1 m: si 1500•' t 1 = .055 t2 = 076' TYP. AT EVERY OTHER INSIDE JOINT AT TOP. t3 OSILL-WALL SCALE: HALF SIZE .05B= 1100- I )- .251" ST AINLES STE EL A SSEMBLY ' • 320' HOLE v 375 " • O ROLLER ASSEMBLY SCALE HALF SIZE •i= 0_5 t2 = .076" tl = 0 10 CENTER MATE 2 SCALE' HALF S;ZE 1 NYLON WHEE l RIVETED IN Oi PLACE i 711 I t2 _..1 T1 I w-r II 2 X83 . 875" � 83j ; 15L 0" - WALKOVER SILL 16 FLOOR MOUNTED SCALE: HALF SLZE , I 1 1 x,211" 65 620 • V I I . • I -! M! X61." En. I • R .055 •(TYP '■' 1 7 11" .1 533' i .055" ' i j •250" .500•' y 3.283" ® ADJ. SILL -TOP OADJ. SILL -BOT. ALTERNATIVE SCALE: HALF SIZE SCALE: HALF 512E 0 ADJES r I L LL -BOE. o: of O., ® BUSHINGS 2a SCAL FULL SIZE .360-1 .310 0 o I r l r•i -150" I L � -r 1 k115•' L; ,J'�o: I JI m. L MAX. MAX. mo TOP BOTTOM O M AX. CARRIER ,,,A80" .315" R 3.2L5" 30t9 6� 0.. . 1 O0 0.D. a' N, :261" 1 09D ^° D .2 L 8•` - Nj 60 • .060" "-i_ 60F .080 I 1 250 Io R /. 0 - 1 i 1 6 CO: CO CENTER MATE 1 (W.- LOCKING ROD) SCAL HALF SIZE .222' 0. 0•: '1060" to m J: of r ; Lnm I 1: I rm X80 1 m .._76'1.' 88 i 1.1.00 1 Cy NSERT SCALE: HALF SIZE .375•' R - 7-- .505" R 7110• t = .200•' 1 51 N ' 1 :3 . 73 , .1.35" ,.135" R LOCKING ARM ALIGNMENT INSIDE HANDLE ° BUSHING (NYLON) @SHIM (NYLON) 17 SCALE: HALF SIZE 1$ SCALE: HALF SIZE - .055" EL1 -. 0 ( I. 6 a SCALE 0, AL: SIZE 1.250" 3 L65" 3.267 .570 " I D .630 0.0- o .165" 1.0 .2E5° O.D- 'I 061:).:1 ' )f o1 of 1 c 1 •1 1.039" 4) m: u,, N .19g. ;6 K -060 � - �_.aa. t 77_050.. / LS .. .095 ='� 1 L 21- .9 1Z I j 1.659" ■ 1 2 101" CENTER MATE 2 (W/ LOCKING ROD) SCALE HALF SIZE j "I 1 i -322 1/E THICK STAINLESS STEEL ® LOCKING ARM SCALE_ HALF SIZE By Miami L'2d Dhicion I : G25. :Ice" 90' END SLAT 1.250" .05 FLAT END SLAT SCALE HALF SIZE ROLA ' REi'3SEi as cUI."p!1•ir.0 with the Florida Br.:dir.� Coic - 0 Z' E AjIe0Itz1r , D_t o• �f C' ^: T - ; • : • V z z Z 2 • - r; < C• !•Y F O ' :U1 bt, C • •&1j v ! v o Q 1 0',1 g; 4 671 . ? I N a O 1 1 = - kJ 8 z !>z: g Z. T ~ ' { B z W , m Z ' :YO VJ. KNEZEV)CH I PR OPES SID/:AL 111t.I NEER FL license Ha: R 109831 C•3 v 001 !co' !c IN! 0 t\ INI 1 8 01 10 I1 GI I I o ' • I III ;Cate 10/17/20021 >C,� by I ♦s NOTED II Hr=. Otsego: J. y cne M•e or (- Ohs -''Q no. 03 Sheet 10f 7 SECTION). L'BOTTOM TRACK TYPICAL ELEVATION N. T.s. 7-FASTENER @a 24" O.C. i (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). PLAN VIEW VARIES - NO LIMIT 9 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK,MAY SE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TOP TRACK, LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) -MIN. SHUTTER SEPARATION ; FROM GLASS. (SEE SCHEDULE- I SHEET 5). DISTANCE TO BE MEASURED FROM BAC OF SHUTTER BLADE DR F OM HANDLE WHEN MOUNT INSIDE. SEE FASTENER SCHEDU 1 - / 1/2 L" •• MIN. M AX. PLAN vIE '.J TYPICAL PLAN VIEW SCALE: 3 1• -0 1" x 1 " x 1/8" ALUM. ANGLE w/ 3/16 - o POP RIVETS (al 6" 0 C. ,- EXISTING STRUCTURE • • •• • • •• 77111. / vrTIONAL • • • • • • • • / • • DRILL 5/8"O HOLE FROM,.-,•I-J81N►T BIEsTwfEN• •/•• SEE SECTION B ON SHEET 3 BOTTOM OF EXTRUSION'L• REMOVABLE AND BEFORE ASSEMBLY FOR FIXED SILL TRUSS HEAD BOLT (TYP.), • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • •• - .50 "m C5 CONNECTION TYPE • • PEFEREJ'!CE ANCHOR • • . SCHEDULE FOR MAX. • %PACING • • SEC'1ON S • ( w' • USED WTt PIECES ( 97, AND LOCKING PIN SCALE: 1 -1/2" = 1' -0" FASTENER @ 2L" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). L $ AASSE' iB L Y - OPTIONAL ACCESS HOLE FOR COMPLETE INFORMATION SINGLE ARM LOCK N.7.S. SINGLE ARM LOCK N.T.S. rSINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE CF SHUTTER. r -NYLON LOCK MAY BE INSTALLED ON HANDLE • 6� INSIDE OR OUTSIDE OF SHUTTER 2 -1 /L" l 1! - SINGLE ARM LOCKING !-: MECAN!SM AT CENTER • OR SIDE OF SHUTTER.. LOCK MA.Y BE INSTALLE ON INSIDE 0R OUTSIDE OF SHUTT .? MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE ,-FASTENER (n1 2L" O.C. : SHEET 5). DISTANCE TO BE • (SEE ANCHOR SCHEDULE I MEASURED FROM BACK OF : FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM ANCHOR). : HANDLE WHEN MOUNTED INSIDE. SINGLE ARM LOCKING ( MECHANISM AT CENTER ,T OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED / ON INSIDE OR OUTSIDE / OF SHUTTER SCALE: 3.• MIN SEE FASTENER SCHEDULE 1 -1/2" MAX r 1 I PLAN VIEW H OPTIONAL CLOSER HANDLE N T.S OPTIONAL CLOSER HANDLE N.T.5 1" x 1" x 1/5" 3/16 "0 0 POP NY LC N HANDLE -.1 6!■1 (DOES NOT REPLACE SINGLE ARM L000 (DOES NOT REPLACE S NGLE ARM L000 IN CLOSU j "T HAN L W/ \SHIM '-_ S 1 JOINT BETWEEN REMOVABLE AND FIXED SILL SECTION T = T/16 " C.D. LONG NYLON • I• ) TOP BUSHING: a2a ee. i0 x 2" SMS. MANUFACTURED FROM 4L10HT OR 16 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING E. .1-60'"m x .050 - THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP $ BOTTOM) OPTIONAL PLAN VIEW SCALE: 3" = REA4OV•4BLE PLOOR•TRtCK DETAIL OPTIONAL REMOVABLE FLOOR TRACK DETAIL • 5[AL� : 3 1'_� • • • SCALE • •• •• • • • •• •• ••• • • • ••• • • — CARRIER CUCuING :12a /�. EXISTING / GLASS= —i (TYP.) 6 -1/2" /X S S E, L Y OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING / STRUCTURE ` -SEE SECTION L ON SHEET L FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SPSCHEDULE ACING FOR MAX By t+Ilir..: Liz.'. Division 3/8 " O.D. x 0.90" LONG NYLON sorrDM BUSHING I) a10 x 3 SMS. MANUFACTURED FROM UL10HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING $ 460 "cb x .050 " THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP $ BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER ( 2L" 0.C. (EE ANCHO SCHEDULE 2- MIN. Fop ANY ACCEPTABLE - ANCHOR) Pi- C:DUCT REvISEL 25 CC-!I ing Tic3 the Florid.. Fi_iding C:cde Acceptsnce tic 0 EXpiMLII0c Crass • ct Lo itrV.1 iv' — 0 v c 7 v W '";0: !W - ,: c ,vj0I, :1- ° . c C :01e. ° H U,.i= =< a.S ip 7.=.4 _11 I� .. 1 -7; W '_ 1. : 2 1 Ivies. m ^ _ 1 W z l _ W , = 1 Z . c • Y : W p 1LJ V ; x we, '� °Iz! O'VI i q • ] i 1 W N — V 1 Z :e:ICI Y `; • wkirimingiffisafffrmeo E ; 1 z :N> Li O • t fi r. a• y o Ir f o r to °y (<1) av VJ. KNEZEVICH PROFESSIONAL ENWNEER R LiQxea Ne• 410%3 s -_ AVG 0 Pi Ill i Is :•L la'. —n ty 1 I a.s.;n by I(cnec.ea ay. viz 1111 VJRj 03 -8 j a 5 sheet 2 of 7 ! ch \Combo \03-815 \R1 cialions 09: 20:50am ►S I I 1 ' y' • Iv i I I 7- 1 • 1 ALT LOCKING A T I ! S OCA E - ION MECHANISM l< 1 1v •1 OF Lf :TION5) 1/2 51'/ S I D •� SECTION). L'BOTTOM TRACK TYPICAL ELEVATION N. T.s. 7-FASTENER @a 24" O.C. i (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). PLAN VIEW VARIES - NO LIMIT 9 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK,MAY SE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TOP TRACK, LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) -MIN. SHUTTER SEPARATION ; FROM GLASS. (SEE SCHEDULE- I SHEET 5). DISTANCE TO BE MEASURED FROM BAC OF SHUTTER BLADE DR F OM HANDLE WHEN MOUNT INSIDE. SEE FASTENER SCHEDU 1 - / 1/2 L" •• MIN. M AX. PLAN vIE '.J TYPICAL PLAN VIEW SCALE: 3 1• -0 1" x 1 " x 1/8" ALUM. ANGLE w/ 3/16 - o POP RIVETS (al 6" 0 C. ,- EXISTING STRUCTURE • • •• • • •• 77111. / vrTIONAL • • • • • • • • / • • DRILL 5/8"O HOLE FROM,.-,•I-J81N►T BIEsTwfEN• •/•• SEE SECTION B ON SHEET 3 BOTTOM OF EXTRUSION'L• REMOVABLE AND BEFORE ASSEMBLY FOR FIXED SILL TRUSS HEAD BOLT (TYP.), • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • •• - .50 "m C5 CONNECTION TYPE • • PEFEREJ'!CE ANCHOR • • . SCHEDULE FOR MAX. • %PACING • • SEC'1ON S • ( w' • USED WTt PIECES ( 97, AND LOCKING PIN SCALE: 1 -1/2" = 1' -0" FASTENER @ 2L" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). L $ AASSE' iB L Y - OPTIONAL ACCESS HOLE FOR COMPLETE INFORMATION SINGLE ARM LOCK N.7.S. SINGLE ARM LOCK N.T.S. rSINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE CF SHUTTER. r -NYLON LOCK MAY BE INSTALLED ON HANDLE • 6� INSIDE OR OUTSIDE OF SHUTTER 2 -1 /L" l 1! - SINGLE ARM LOCKING !-: MECAN!SM AT CENTER • OR SIDE OF SHUTTER.. LOCK MA.Y BE INSTALLE ON INSIDE 0R OUTSIDE OF SHUTT .? MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE ,-FASTENER (n1 2L" O.C. : SHEET 5). DISTANCE TO BE • (SEE ANCHOR SCHEDULE I MEASURED FROM BACK OF : FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM ANCHOR). : HANDLE WHEN MOUNTED INSIDE. SINGLE ARM LOCKING ( MECHANISM AT CENTER ,T OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED / ON INSIDE OR OUTSIDE / OF SHUTTER SCALE: 3.• MIN SEE FASTENER SCHEDULE 1 -1/2" MAX r 1 I PLAN VIEW H OPTIONAL CLOSER HANDLE N T.S OPTIONAL CLOSER HANDLE N.T.5 1" x 1" x 1/5" 3/16 "0 0 POP NY LC N HANDLE -.1 6!■1 (DOES NOT REPLACE SINGLE ARM L000 (DOES NOT REPLACE S NGLE ARM L000 IN CLOSU j "T HAN L W/ \SHIM '-_ S 1 JOINT BETWEEN REMOVABLE AND FIXED SILL SECTION T = T/16 " C.D. LONG NYLON • I• ) TOP BUSHING: a2a ee. i0 x 2" SMS. MANUFACTURED FROM 4L10HT OR 16 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING E. .1-60'"m x .050 - THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP $ BOTTOM) OPTIONAL PLAN VIEW SCALE: 3" = REA4OV•4BLE PLOOR•TRtCK DETAIL OPTIONAL REMOVABLE FLOOR TRACK DETAIL • 5[AL� : 3 1'_� • • • SCALE • •• •• • • • •• •• ••• • • • ••• • • — CARRIER CUCuING :12a /�. EXISTING / GLASS= —i (TYP.) 6 -1/2" /X S S E, L Y OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING / STRUCTURE ` -SEE SECTION L ON SHEET L FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SPSCHEDULE ACING FOR MAX By t+Ilir..: Liz.'. Division 3/8 " O.D. x 0.90" LONG NYLON sorrDM BUSHING I) a10 x 3 SMS. MANUFACTURED FROM UL10HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING $ 460 "cb x .050 " THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP $ BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER ( 2L" 0.C. (EE ANCHO SCHEDULE 2- MIN. Fop ANY ACCEPTABLE - ANCHOR) Pi- C:DUCT REvISEL 25 CC-!I ing Tic3 the Florid.. Fi_iding C:cde Acceptsnce tic 0 EXpiMLII0c Crass • ct Lo itrV.1 iv' — 0 v c 7 v W '";0: !W - ,: c ,vj0I, :1- ° . c C :01e. ° H U,.i= =< a.S ip 7.=.4 _11 I� .. 1 -7; W '_ 1. : 2 1 Ivies. m ^ _ 1 W z l _ W , = 1 Z . c • Y : W p 1LJ V ; x we, '� °Iz! O'VI i q • ] i 1 W N — V 1 Z :e:ICI Y `; • wkirimingiffisafffrmeo E ; 1 z :N> Li O • t fi r. a• y o Ir f o r to °y (<1) av VJ. KNEZEVICH PROFESSIONAL ENWNEER R LiQxea Ne• 410%3 s -_ AVG 0 Pi Ill i Is :•L la'. —n ty 1 I a.s.;n by I(cnec.ea ay. viz 1111 VJRj 03 -8 j a 5 sheet 2 of 7 ! ch \Combo \03-815 \R1 cialions 09: 20:50am ►S I I 1 ' y' • Iv v1 7- 1 I ! S ('•') 1 lam) l< 1 1v •1 SECTION). L'BOTTOM TRACK TYPICAL ELEVATION N. T.s. 7-FASTENER @a 24" O.C. i (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). PLAN VIEW VARIES - NO LIMIT 9 SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK,MAY SE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER TOP TRACK, LOCKING MECHANISM CAN BE @ 18" ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) -MIN. SHUTTER SEPARATION ; FROM GLASS. (SEE SCHEDULE- I SHEET 5). DISTANCE TO BE MEASURED FROM BAC OF SHUTTER BLADE DR F OM HANDLE WHEN MOUNT INSIDE. SEE FASTENER SCHEDU 1 - / 1/2 L" •• MIN. M AX. PLAN vIE '.J TYPICAL PLAN VIEW SCALE: 3 1• -0 1" x 1 " x 1/8" ALUM. ANGLE w/ 3/16 - o POP RIVETS (al 6" 0 C. ,- EXISTING STRUCTURE • • •• • • •• 77111. / vrTIONAL • • • • • • • • / • • DRILL 5/8"O HOLE FROM,.-,•I-J81N►T BIEsTwfEN• •/•• SEE SECTION B ON SHEET 3 BOTTOM OF EXTRUSION'L• REMOVABLE AND BEFORE ASSEMBLY FOR FIXED SILL TRUSS HEAD BOLT (TYP.), • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • •• - .50 "m C5 CONNECTION TYPE • • PEFEREJ'!CE ANCHOR • • . SCHEDULE FOR MAX. • %PACING • • SEC'1ON S • ( w' • USED WTt PIECES ( 97, AND LOCKING PIN SCALE: 1 -1/2" = 1' -0" FASTENER @ 2L" 0.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). L $ AASSE' iB L Y - OPTIONAL ACCESS HOLE FOR COMPLETE INFORMATION SINGLE ARM LOCK N.7.S. SINGLE ARM LOCK N.T.S. rSINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE CF SHUTTER. r -NYLON LOCK MAY BE INSTALLED ON HANDLE • 6� INSIDE OR OUTSIDE OF SHUTTER 2 -1 /L" l 1! - SINGLE ARM LOCKING !-: MECAN!SM AT CENTER • OR SIDE OF SHUTTER.. LOCK MA.Y BE INSTALLE ON INSIDE 0R OUTSIDE OF SHUTT .? MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE ,-FASTENER (n1 2L" O.C. : SHEET 5). DISTANCE TO BE • (SEE ANCHOR SCHEDULE I MEASURED FROM BACK OF : FOR ANY ACCEPTABLE SHUTTER BLADE OR FROM ANCHOR). : HANDLE WHEN MOUNTED INSIDE. SINGLE ARM LOCKING ( MECHANISM AT CENTER ,T OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED / ON INSIDE OR OUTSIDE / OF SHUTTER SCALE: 3.• MIN SEE FASTENER SCHEDULE 1 -1/2" MAX r 1 I PLAN VIEW H OPTIONAL CLOSER HANDLE N T.S OPTIONAL CLOSER HANDLE N.T.5 1" x 1" x 1/5" 3/16 "0 0 POP NY LC N HANDLE -.1 6!■1 (DOES NOT REPLACE SINGLE ARM L000 (DOES NOT REPLACE S NGLE ARM L000 IN CLOSU j "T HAN L W/ \SHIM '-_ S 1 JOINT BETWEEN REMOVABLE AND FIXED SILL SECTION T = T/16 " C.D. LONG NYLON • I• ) TOP BUSHING: a2a ee. i0 x 2" SMS. MANUFACTURED FROM 4L10HT OR 16 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON COATING E. .1-60'"m x .050 - THICK 300 SERIES STAINLESS STEEL WASHER (TYP. TOP $ BOTTOM) OPTIONAL PLAN VIEW SCALE: 3" = REA4OV•4BLE PLOOR•TRtCK DETAIL OPTIONAL REMOVABLE FLOOR TRACK DETAIL • 5[AL� : 3 1'_� • • • SCALE • •• •• • • • •• •• ••• • • • ••• • • — CARRIER CUCuING :12a /�. EXISTING / GLASS= —i (TYP.) 6 -1/2" /X S S E, L Y OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING EXISTING / STRUCTURE ` -SEE SECTION L ON SHEET L FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SPSCHEDULE ACING FOR MAX By t+Ilir..: Liz.'. Division 3/8 " O.D. x 0.90" LONG NYLON sorrDM BUSHING I) a10 x 3 SMS. MANUFACTURED FROM UL10HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON COATING $ 460 "cb x .050 " THICK 300 SERIES STAINLESS STEEL WASHER (TYP TOP $ BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE FASTENER ( 2L" 0.C. (EE ANCHO SCHEDULE 2- MIN. Fop ANY ACCEPTABLE - ANCHOR) Pi- C:DUCT REvISEL 25 CC-!I ing Tic3 the Florid.. Fi_iding C:cde Acceptsnce tic 0 EXpiMLII0c Crass • ct Lo itrV.1 iv' — 0 v c 7 v W '";0: !W - ,: c ,vj0I, :1- ° . c C :01e. ° H U,.i= =< a.S ip 7.=.4 _11 I� .. 1 -7; W '_ 1. : 2 1 Ivies. m ^ _ 1 W z l _ W , = 1 Z . c • Y : W p 1LJ V ; x we, '� °Iz! O'VI i q • ] i 1 W N — V 1 Z :e:ICI Y `; • wkirimingiffisafffrmeo E ; 1 z :N> Li O • t fi r. a• y o Ir f o r to °y (<1) av VJ. KNEZEVICH PROFESSIONAL ENWNEER R LiQxea Ne• 410%3 s -_ AVG 0 Pi Ill i Is :•L la'. —n ty 1 I a.s.;n by I(cnec.ea ay. viz 1111 VJRj 03 -8 j a 5 sheet 2 of 7 ! ch \Combo \03-815 \R1 cialions 09: 20:50am c lL • SEE TABLE 2 L A S S R ODO ;3 � -- :xISTING CONCRETE M:.SONRY • C OR 14 000 STRUCTURE. SEE ^ NCHOP SCHEDULE. TYP — C2 CONNECTION TYPE REFERENCE ANCHOR "SCHEDULE FOR MAX. SPACING .' \, \ Yt4i ROLLER ASSEMBLY 1/ TYP. EVERY OTHER PIN OR DOOR \--r3', II C2 CONNECTION TYPE REFERENCE ANCHOR RAI SCHEDULE FOR MAX SPACING 5/8" MAX. O WALL MOUNT SECTION A SCALE: 3" a - EXISTING CONCRETE. MASONRY j OR WOOD STRUCTURE. SEE • ANCHOR SCHEDULE. TYP. 1 /L" MAX -. / 1 /L" MA • Z Z <. < Cw C LPJ w O W <0 XO N <T X ZL < Wo X - T 1�2" •' r - 1/2' SEE TABLE 2 !'� '-TWO 1/L -20 ` ° CONT. MACHINE BOLTS l y 1�._ 2 • W/ NUT OR :411.. TEK SCREw p 12" O.C. - �• 1 /L" MAX -,' (TYP., TOP 8 BOTTOM) Z� < W WWa'CD i- �< 1- f 9- 3/16" MAX. \ r,, NQ OJJ J: X� QD ALI : < L) < N rLT. ANGLE AN DIRECTION. MAY / BE FROM ONE ANGLE OR FROM i BOTH ANGLES (TYP.). C1 CONNECTION TYPE ` REFERENCE ANCHOR 1 SCHEDULE FOR MAxx '` SPACING BUT DO.h'QT EXCEED 6" SPACING • x :11 't,ON1 - -T :. (Of CONT i ) CANT.. • • • • • • • • • • • • • • • •• • • • • • • • 5/6" MAX. •• • ••• .•• ••• • • NOTE: BOTTOM MOUNT DETAIL MAY BE USED AT TOP. ••• • • • • ••• • • ® BUILD-OUTMOUNTSECTIc : ;.. ; • S CALE: • 3" 3 7' -0" • • • • • • • • • • • •• •• • • • •• •• • • =( • 1 /L i AX— • ••, • • r •7••••• • . • • • • • • •• • • • • • • • • • • • • • • • • • EX15 CONCRETE. MASONRY OR 'WOOD S RUCT U RE SEE NCi"1OR.SCHEDULE.. TYP. - L SEE TABLE 2 OR DOOR 3 /16 "0`POP RIVET OR a12 TEK SCREW (n� 6" O.C. (TYP.) ASSEMBLY 1" x 1" x 1/8" ALUM. ANGLE w/ 3/16 "m POP RIVETS C 6" 0 C., L r C3 CONNECTION TYPE . REFERENCE ANCHOR SCHEDULE FOR MAX. . SPACING BUT DO NOT - EXCEED 6" SPACING 1/L -20 MACHINE BOLT W/ %CONT- / - '�`CONT� � EOTTOM) h2 _ O.C' (TYP., TOP l/2" i - - — ma y .5 /B" TROLLER ASSEMBLY WI1- TYP. EVERY OTHER PTNH'In 1/2" .� D 0IO OPTIONAL FASTENER • LOCATION A OF ANGLE F.,. ; - ST � ` I ,• � SUPPORT STAGG•ER ANCHOR 1 /L OFF CENTER I � CONNECTION TYPE REFERENCE ANCHOR 1, �" ' I REFERENCE ANCHOR SCHEDUUE FOR MAX 1/7••' rn T SPACIN , F, GE S._.r SCHEDULE FOR MA .X FD�,F t'1IST : SPACING O CEUJNGNSIDE MOUNT SECTION SCALE 3" OR 000R , - ,-..,.__.„.„, L. 2 -7/6 MAX. - C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING - 2aTYP TOP 8. BOTTOM •' 1/2" - Y I 1 /L" MAX., SEE TABLE 2 1,6) BUILD -OUT MOUNT SECTION F SCALE. 3 1//.." MAX.-' • -- . 7 = : { o 11. SMS O.C. MAX. IN BETWEEN TRUSSES 11/2" EMBED. .---``\ 1"' — C1 CONNECTION TYPE .1 REFERENCE ANCHOR r EMc ' = SCHEDULE FOR MAX. SPACING 1\\1-1 -5/6" MAX. EXISTING CONCRETE. MASONRY/ OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. _ SEE T ABLE 2 SEE TABLE 2 6 MAX . "v - '- -- I LL__ LL DIRECTION i 1' 1 C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING CONT. - FOR LARGER SPANS bSE TWO 2" x 5" AL. ANGLES 1 (SEE SCHEDULE 1 TYPE 0 ( -5/8" MAX. C C BUILD -OUT MOUNT SECTION SCALE 3.. - 1 . -0 .. 112:' 3 .. 1121 )-1/2)-1/2 EXISTING CONCRETE. MASONRY 1 ANCHOR SCHEDULE. TY.P OR WOOD STRUCTURE SEE � . j EXISTING.wOOD / ! / I J) TRUSS OR RAFTER t tJ ' *per i 2L" MAY. 0 C --� I / I � LU: EXISTING FOOD OR � ` ' 1 , 91 I I i / CC S7UCCO FINISH :1 I I W ' • - r �w MATERIAL . _ •r ( /4 • ; 11_71 `l I - 1/2" MAX. I jEO..f —1 /L" MAX. `1 a m: W !O 1- J i 01 < 0 • N ' <T X! Z3 <;WN Z UJ • —1 /L" MAX. 'S TOP R. BOTTOM j Z WOOD SOFFIT/ ( FLOOR MOUNT SECTION BVSS DOOR -- —1 / L" MAX. 1 W'r ` NEME 1 - ` \` I\ \ \: L." 5/6" MAX Z <� < aw 0_ X07 La3< O i- l- I- J D < S DJ X p Ln <T XI z V WN r w In MAX. C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING -: MC J� ... S : D: i` — ., >- .-EE SEE TABLE 2 ). - .50•' ALUM CUBE 7 D 2. BOTTOM 1/L." MAX- <ICL1 0.10 V); in < Lot O ✓IiQ x I ZL, 4. !W ZIW 1 /L" MAX.- - C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX.. SPACING BUT DO NOT EXCEED 8-1/2" SPACING BUILD -OUT MOUNT SECTION SCALE: 3" a , -0 - L" x 1/8" 6063 -T6 ALUM CONTINUOUS PLATE W/ THREE 1 /4"o WOOD.LAG SCREWS WITH 2 -3 /L" MINIMUM THREADED PENE7R "T" IN WOOD (n1 EACH RAFTER OF TRUSS. 21." D C MAX. WHEP.E PLATE EXTENDS BEYOND LAST TRUSS. EXTEND PLATE 70 NExT TRUSS PRODUCT REVISED 2S cora (,)t'isg with the Florida baidiag Cod: Acccrzacc No 3 - Expiratica Dew 0 By Nliaa1 Ga : ?it• ;ion roduct Cuatrol 8 5 0 z W v z z c :Z ]C V r —� 0 mp c 1 _Q.T. at O 1 VJ. KNEZEV1CH PROFESSIONAL ENGINEER FL L. No• . . 10983 w10 zonn alto m a < or f _NN Memo No •• Jan I LLp o W - - f9I2 C J < COI � Q O N N a) O t7 Oi I - I U :- i 2i (ogre 70/7;/2002; • • 7. • S 0 v e 0 (scale Orav NDr I AS MOTU) I WEE !oes.p V I l enechee b-j J VJKJ Or •■■■p no 03 -815 sheet 3 of 7 1 ALUM. BEAM & SHUTTER SCHEDULE DESCP.IRTION SHUTTER SPAN BEAM SPAN 2" x 5 • 5'-0 9 Tw = .125" E•-0• 'Er-1" •:rf = 125" 10 '7'-6" 5 . -0 - 11 - • -0 - 2 x 8 = 0'72" 13*-0'• 11'-6 Tf = .2tA 10 10 5 15•-5•• 2" x9 6'-0" 12'-5 Tv: = 077 Tf = 10'-0• 11'-2" 0 0 es; r- co 0 :XISTING STRUCURE TWO F/E POWERS CALK-IN q"3. 3-3/4" 0 C. W/ MIN EMBED IN CONC WITH MW i EDGE D 7 OP, :r1LIR , 1/L."0 ELCO CRETE-FLEA r•J: p 3 - 0 C. w/ 1-5/4" EMP.rnm NT & 2-1/2 EDGE - 017 IN EACH ANGLE GLASS UH DOOR GLASS OP DOOR TWO 3/5"0 POWERS CALK-IN p 3-3/4" 0.C. W/ 1 MIN EMBED. IN 3 KSI CONC. WITH 4 MIN EDGE DIST. OR FOUR 1/L"co ELCO CRETE-FLE p 3" D.C. W/ 1-3/4 EMBEDMENT & 2-1/2" EDGE DIST. IN EACH / ANGLE x ?, • x 1/4' \ / 6063- T 6 ALUM. ANGLE M D ETAI LS All &A/2 i THREE-1/4"o THRU BOLTS 1" MIN. -ALUM BEAM (SEE BEAM 17-H. • SCHEDULE BELOW For,.. : EXISTING S/9"• STRUCTURE- • • • • • • • • • • • • • • • • (MAX. DESIGN LOAD =72 ps) O TOP SUPPORTi BEAM DETAIL SCALE 3' • NOTE: 1 USE BEA SCHEpULE FOR DETAILS( AND' J.. 2 .I-IUTTER 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 OF SUPPORT SEE TABLE 2 - DETAILS ' N 7f • VI Ni • • • —• • - 1 4- •• • • 1" MIN ; ° A CC ?IS HOLE • • • • • • •ee ..—•____•A.LT• LPG DiR BEAM DESCRIPTION F. MAX HORIZONTAL SPA I NS) : ; Tf-.5 1/4-20 S.S. MACHINE SCREW 11 '& NUT (a 12" 0 C USE THRU • BOLT OR ACCESS i;i.DLE AS SHOWN IN DETAIL:,: 1.50" / -1/4" MAX. ; 3.00" Z w IZ cr )-- •if) Lil_ r -- DRILL 01 z< X1 .1 HZ ft HOLE <;tri • OMAXPOESIEN LOAD =72 PSF) • • • • • • .13 SVPLPORT BEAM DETAIL s'trE; Th» ; • . \ -2" x3'• x 1/4," • •-• '•. ix ALUMs..ANGLE • :1. 1 r 42,E,1 THRU BOLTS • .. OE n .• 0 1.50" 3.00" vi 3/16"o POP RIVET OR g12 TEK SCREW p 6" 0.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION & MAX HORIZONTAL SPANS) 1/4-20 S.S MACHINE SCREW & NUT p 12" 0.0 PROVIDE ACCESS HOLE IN BOTTOM OF BEAM OR USE THRU. BOLT AS SHOWN IN DETAIL' DRILL /16"o HOLE - DRILL 5/16 HOLE ANGLE DETAIL USING CALK-IN ANCHOR SCALE ?". 1'- 0 5 /16" O 1.00" \ k. - TWO 1/4'O S.S LAG SCREW te 24' 0.C. MAX. %AV 1-3/4" PENTR. \ IN CENTER. OF STUDS —1" x 3 x 1/8" OR 1" x 4" x 1/13" 6063-76 ALUM TUBE IT, • (MAX. DESIGN LOAD= 72 PSF) 1 * * 0 WALL MOUNT SECTION - USING ALUM. TUBE 2.50" 3.00' 3.00" 2.50" : SCALE 3" . 1-0" 1 11.00" J o ANGLE DETAIL USING CRETE-FLEX ANCHOR SCALE 3". 0" GLASS OR DOOR PLYWOOD AND STUCCO FINISH - 5/8" MAX. 3.00" 13 SEE TABLE 2 3 00" E 00" •4* 1:12"! 166" 166" 112" 3.00" 1.00" 1r tt: 0 0 R i / . PLYWOOD AND STUCCO FINISH I I , I 5/8" MAX.--J•-• SEE TABLE 2 GLASS OR DOOR 3:16"0 POP RIVET OR 4412 TEK SCREW p 6" 0.C. (TYP.) (5 ASSEMBLY uJ ; ; Z < < 1CL z IL/) 1 C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING L1/4 MAX. OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING -FoR WOOD PLATE USE 1/4"o S.S. LAG SCREW W/ 1-3/4" PENETRATION INTO WOOD PLATE p 12" 0.C. • \--7 w0 1/4 S.S. LAG SCREW p 24 0.C. MAX. W/ PENETRATION IN CENTER OF STUDS x 6" P:T, WOOD PLATE (MAX. DESIGN LOAD: 72 PSF) v C WALL MOUNT SECTION - USING 2" x 6" P.T. WOOD PLATE ,IscALE -C" SEE ABLE 2 EMBED. 1 2 EXISTING CONCRETE. MASONRY DR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. EC. ED. • 01 :LEDGE DIST; Z • ; LU : .X < <0. S.S MACHINE SCREW & NUT (6) 12" 0.C. PROVIDE 1"0 ACCESS HOLE BACK SIDE FOR FASTENING 1/2 E0. EQ. 1/4" MAX CEILING/INSIDE MOUNT SECTION SCALE- 3" .1'-0" MAX C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING PROL:UCT REVISED complying r.ltb tae Florida Raiding Code Accernsoce No 0 Expintion Datec..) z. i l uclCrAtmit 8 I •L. .:- E- 2 . :0' , , . Z :Liz v• - +: 0 vl..... Z ,. .m i;0 a . , 4 •F;I:F , - _... .-.: , :-... g - 74 .5•-r. 5 =I, I i!icTD , . :=-..., • W. 1 en 0 . u .. •••■ Z LU : 0 5 7- .u-t- z. t t; ,i' 0 s 1 F : — ••••_, GINIMEMINNEMPID O••-• 2 Orli' G() CDC >MOO or:•• 4 • ZnNN * InCeDO N F4 00 w f•I Z 0 < ID - MAXIMUM ALLOWABLE SPAN SCHEDULE MINIMUM SHUTTER SEPARATION FROM GLASS (IN) POSITIVE DESIGN LOAD (W) (PSF) • ACTUAL SP (FT - IN) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (INCHES) MINIMUM SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 30.0 30.0 5- 0 I 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 -3/1. 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 -3/1. 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 - B 3 -3/4 3 70.0 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 8- 0 2-7/8 1 -7/8 9 - 6 3 2 -1/4 10•- 4 3 2 -5/8 80.0 5 - 0 2 -7/6 1 -1/2 7- 0 2-7/8 1 -3/4 B - 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 -3/1. 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 - 2 9 - 0 3 2 -3/4 10 - 3 3 3 MAXIMUM ALLOWABLE SPAN SCHEDULE NEC'. DESIGN LOAD (PSF) TYPE A ALL MOUNTING CONDITIONSSINGLE EXCEPT ©0.0 (FT - IN) TYPE B DETAIL B , OR DETAIL 0 w/ 4NGL REQUIRED 3 -3/4- MAX 8.0 (FT - IN) TYPE TYPE C DOUBLE .NGE REQUIRED 3 -3/4° MAX. B.O (FT - IN) TYPE D DET AIL 9-3/15" MAX B.O. (FT - IN) 30.0 13 - 1 12 - 4 13 - 1 12 - 7 38.0 13- 1 11 -0 13- 1 33 -2 1.0.0 12 - ]1 30 - 8 12 - 5 10 - 11 1.8.0 )2 - 4 9 -9 • 10 -4 30 - 0 52.0 12- 3 9 -4 9 - 7 9 -7 56.0 )1- 11 9 -0 9 -0 9 -3 61.5 31 - 7 6- 7 8- 7 8- 10 63.3 31 -6 8 -6 8 -6 8 - 66.8 10 11 8 -3 6 -3 8 -5 67.5 30 -9 8 -3 8 -3 8 -5 71.2 ]0 -3 8 -0 6 -0 8 -2 75.0 9 -8 7 -8 7 -8 8 -0 51.4 8 - 31 7- 0 7- 0 7- 4 86.5 8 -5 6 -7 6- 7 6 -10 91.4. . 9- 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- ] 4 - 9 4 - 9 5 -0 130.0 5- 7 4- 5 4- 5 4- 7 11. 0 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 „- 4 3- 6 3 a10 TEK SCREWS OR 3- 3/16 "m ALUM. POP RIVETS (TYP.) 2" x2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY 2" MIN FAS T ENEP (d 21." O.0 (USE ANY ANCHOR IN ANCHOR SCHEDULE) X10 x 1/2" GALVANIZED SMS OP 5/16 "0 ALUM POP RIVET (nl 16" O.C. - x 1" x .055" : 1" x 2" x ..055"• L 2" x 3" x .055" • 2" x 1." x .055" OR 2" x 5" x .125" AL. ANGLE ® ALT. CLOSURE DETAIL SCALE: 3 = MIN FASTENER (8 21." 0.C (USE ANY ANCHOR IN ANCHOR SCHEDULE) 1"x 2"x1/8" ALUM. ANGLE ® ALT. CLOSURE DETAIL SCALE: 3 = v -0" 9 )OR;9 • NOTE: EITHER CONDITION MAY BE TYPI'CAL FOR EITHER SIDE ®CORN ER CLOSURE DETAIL SCALE: 3" = _8 2" x 2" x .125" ALUM. ANGLE CONT. 10 x 1/2" GALVANIZED SMS OR 3/16 "o ALUM" -POP 'RIVET @ 18" D.C. " x 1" ..054" : 1 "'x 2" x .055": 2" x 3" x .055" r 2" x 4" x .055" OR 2" x 5" x .125" AL. ANGLE V.10 TEK SCREW 11 P. 3/16"0 ALUM. POP P1.VET (aT 24" 0.C. (TYP.) Two 1/1."0 FASTENERS EACH ANGLE (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) • • • • • •• 1/430 IRS DEAD • • BT6 B. IVtJ•f S W / ••: L` DyASHERS•ha • 94.0 • N. • fEXISiING 6TRUCTURE • • • • • • • `` • • ,-• • • • ''!-•1tALP OF'8 ; • USE MALE OR FEMALE AS REQUIRED ••• • • • • • •• • • ® ALT * •CORNEft EliD t R Q SCALi: 31f T -p- • • • • • • • • • • • • • • • • • •••� ■ • T A B L E 1 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. 1. 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 -76 ALUM. ALLEY (1/8 CONCRETE) 1 -1/1. " -ti . ;0 ivy ®ALTE RNATE FLOOR MOUNT DETAIL SCALE. 3" = r -0.. EXISTING STRUCTURE MIN. 3.000 PSI CONCRETE CONCRETE FASTENER [nl 6" 0.C. ANY SCHEDULED FASTENER IS ACCEPTABLE PRODUCT REVISED complying with the Florins liaiding Code . - . ccep ::once No 03 - o ; Z Eipi•-•Ion Date • ,w S'i: mi Dade uet Control umnizesonamensus VJ. KNEZEVIO4 PROFESSIONAL ENGINEER R . bones N0. • • 10913 2003 bare 10/17/2002 fc•Ie or• by ■ AS Pe0TCO I' .. ^ 1e befog. by Icnecr o oR' VIII e vJx 03-815 ; sheet F. of 7 • 0d/Z//200.3 Fe %TETT ANCHOR SCHEDULE . . FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE' LOAD (w) P.S.F. Mcx. (SEE NOTE 1) MIN. 2" EDGE DISTANCE MIN. 3' EDGE DISTANCE SPANS UP TO SPANS UP TO SPANS UP TO SPANS uP TO SPANS UP 7D SPANS UP TO SPANS UP TO SPANS UP TO CONNECTION TYPE • CONNECTION • . . • • a E0NNEETI0N TYPE • coNNEcTioN • . • • Ty-2 • u+ • V 1 ~ il Z • i,IWU1111111WIIIIIII►II1 m 45.0 • 12 1 1 2 1 1 2 ` 9 . 6 12 ' 12 • 12 . 6 I 1 11 9 ! 10 1 6 3 I I 12 : 12 : 12 i 1 ; 7 12 12 12 8 5 12 1 10 12 ! 7 ! 4 1/4 - 6 ITW TAPCDN W/ 1 -1/4 MIN. EMBEDMENT . (MIN. 3.100 PS.1. CONCRETE) 0 12112112171 1': 0 515)5! 3 9IL1314 . 12 12 l2 9 5 1116 616 10141415 3 913 3 105.0 101 5 5 15 1 3 aurgyeAnareAmiumwm 11 1 6 1 6: 6! 3 9 1 3 3 5 1 3 9 1 3 1 3 1 5! 3 9 1 3 3 5 3 170.0 - • 8 i 3 I L e 3 3 ' i, 4 , * 1/4 POWERS w /7 /B & 1 /L- STEEL MACHINE (MM. 3.000 CALK -IN EMBEDMENT 20 SCREW PS.1. CONCRETE) 57.0 12112 7 12!12;121 7 1 5 12j12 121 6.1 L 12•. 51 4' 4 1 3 12 12 12 12112 8 12112j1211017 12 6 6 7 © • 12 ! 12 12 i 8 i 5 I 1 12 1 9 9; 5 1 4 12 1 6 6! 5 1 3 1 12 15 1 4 1 4 1 3 12 , 12 ' 12:12.8 I 12 I -- 11 ' 9 1 6 1 12 8! 8 8 1 5 1 t 2 1 6 6 7 • • 1 12 1 9 1 8! 5 j A 12 5 1 L L. 13 I 12 5 1 L I 4 ! 3 1 l 1 12 ; 5 L L 3 I 12 17 11:96 12 6 6 17 15 12 6; 6 1 7 1 5 t2 6 6 7 5 170.0 l2 I I L I L I 3 12 ! 6 1 6 7 ? 5 / 4 5.0 12 i 12 12 10 6 1 I 4 L / , l2 2 12 12 7 - r 57.0 1211211218!5 10110:1015!3 9 7 8 i3 =MEM 6. •12112 1217 L 10 8! 91613 SIM Y , 1 /4'o NAIL -IN MIN. (MIN. 3.000 ` POWERS 2AMAC W/ 1 -1 /B- EMBEDMENT PS.1. CONCRETE) - 3.0 11 1 11 ; 11 j 6 1 3 'u r 12 112 12 ; 12 : 7 4 ' I m � 1 = �� ai�ella �� rrei 9 : 5 1 : L i 5 3 l' ' � /%�� �iJ/ • • r ' or, * 1 « «' 1 /4 ELCO MALE/ FEMALE - PANELMA.TE w/ 1 -, /4 MIN. EMBEDMENT s 1 /4.20 MACHINE SCREW WITH NUT (MIN 3.300PS.1. 57 .0 12;12'12 x12 8 12;1212 9 6 12 112 112 1 8 5 11 4 1 L, 6! 3 12112;12'12 9 12 12 12 11 6 ' 12!12112 6 ' 12 L 4 7 4 73.0 12 ! 12 1 12 1 10 6 1 2 1 8 1 3 1 7 1 4 12 1 5 5 6 L . 11 1 4 I L ; 6 j 3 ' 1211202 ; 12 ; 7 1218 8 6 5 12 1 6 .5 7 L ' 12 4 4 7 L 105 12 1 7 • 7 1 7 L 11 14 1 4 1 6 13 ' 11 I L 4' 6 3 11 4 1 4 1 6' 3 12 ; 5 7 E: 5 12 1 4 4 7 4 12 1 1. L 7 1 4 12 1 4 7 t7c.0 11 ! L I L j 6 3 11 I L? L 1 6 1 3 it ! L I 4 6 1 3 12 1 1- 4 1 7 L i2 1 4 L 7 L 12; 4 I L ; 7 I L 12 j 4 L 7 L 1.5.0 t2 12 1 12 12 112. 1 .2 112 1 7 12 i 12 ! 12 � i1 7 12 8 1 8 j 7 I 4 12 :1 122:12 12 12 1 12 12 1 12 19 12 112 112 112 i 8 12 10 10 9 6 I mlmwuwu.uxtu :5.70 12112;12 121 8 12.12.12: 9 1 6 12!12112 8 5 12 4 4; 6; 3 12!12;12 12 11 12;12 7 12112112110! 7 12 6 5 7 1. 1/4" ELCO TEXTRON HEx- FLANGE TAPCONJ HEX HEAD TAPCON w/ 1 -3/4" EnBED (MIN. 3.320 PS.1. CONCRETE) 73.0 12 ; 12 1 12 1 10 1 6 12 8 5 7 1 4 12 X 6! 5 6 L 12 4 L; 6 j 3 12 1 12 ! 12:12 5 12•' 11 1 10 1 9 1 6 12 • 7 1 7 1 8; 5 12 1 6 51 7 4 ■ 41 6 1 3 1 2 ; 3 12 : 4 ; 4 ! 3 1 2 ' 10 1 10 S 6 12; 6; 5; 7 I 1 4 12 1 6 1 5 1 7 L I ! 12 6 . 5 7! L 170.0 12 6;517 4 1216 5■714 _ 12 ' . 45.0 12;12112 12111 12;12 121127 1211211211117 12 811:n714 1 2112112,12 12 12112 12112 9 12112 12 1218 12'10 101916 5 7 4 • 1/ ElCO CRETE FLEX w/ E r N. EMBEDMBEDriENT (MIN. 3.350 P.S.I. CONCRETE) 57.0 W112;12112;8 12112 12 9 1 6 12;12 5 12 41 L 1 61 3 12112112 12112112112 12 11 10 ! 9 7 6 12112112110 7 12 1 7 1 7 8 1 5 12 6 �� 12 1 6 73.0 12 i 12 1 12 1 10 1 6 1216 6 1 7 i t 12 6 1 5 1 6 1 4 12 ' 4 4 1 6 3 12 1 12 1 12 112 ' 6 105:0 1218, 8 1 7 1 4 1 2 ! 4 1 4 1 6 1 3 12 1 4 1 4 1 6 1 3 12 1 4 1 4 1 6 1 3 12;10 9 : 6 12 1 6 5 1 7 ' 4 121 6 5 1 7 1 4 17 0.0 12 1 4 1 4 6 1 3 12 ; 4 1 4; 6 1 3 12 1 4; 4' 6' 3 12 ! 4 4 1 6 1 3 12: 6 1 517 4 12 1 6 5 1 7 4. 12 1 6 1 5 1 7 1 4 12 6 1 5 7 L ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS V • • w • • • •3 ••• • • • • • : : •• • • • • ••• ••• •• • • • • .. 1111I1}ij2W • 1/t.•'m•WO •A,C•ws • •,• .. • 1 -34 rI7JRRE PENETRATION SHEAR PARALLEL OR PERP TO WOOD GRAIN LOAD (WI P MAX NE •ROTE 1) 5 .� : 510 : • • 67 • 105 0 170 0 12 5 MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C11C21C31C41C5 12112�j 9 1 7 3 ✓ SPANS UP TO B' -0" (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C11C21C3;C41C5 12 112 1 12 1 6 ; 5 -7 12!12112!51 12 9 5 3 3 12 112 112 1 5 J 3 121 12;5`4!3 r/ 1 ?j 5 14 1 SPANS UP TO 9 . -0 .. (SEE NOTE 1) SPANS UP TO 13' -1 (SEE NOTE 1) CONNECTION TYPE (SEE NOTE 3) C1!C21C31C41C5 12 112 112 1 5 1 CONNECTION TYPE (SEE NOTE 3) C11C2IC31C4IC5 12I9I9 1 313 12;12112 .. 3 121 6 1 6 3 V/ 12 5 41 �� i 1 I � Y / .2 14 121 5 1 4 ' 3 12 1514 1 : / 12151 L 13 1 215 1 .1 • • • • ••• • • •. • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • SEE PAGE 7 FOR ANCHOR NOTES PRODUCT REVISED es complying with the Florida Bniding Code Acceptencc Na 0 Expiration Date o By M.: i d : '' net Comm! Division 0 0 1 VJ. KNEZEVICH 1 PROFESSIONAL. ENGINEE71 1 R licene Nd: _ • • 109.3 I C dare 0 • S -- ^ 2 1 > .- 0 1W 03 -815 10/17/2002 sc.l• 10ravn As sIOT(o . CR de.;gn by cnec Med D 'yl1 VJR Il VJRI Of. ...nq no. sheet 6 of 7 MConto 08/27/2003 09: 21: 52om ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REOUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE Iw) S F M .X . SPANS JP TO 5. -E.. (SEE NOTE 1) SPANS UP TO E -O .,.. .: (SEE NOTE 1) SPANS UP TG •- • •.9 -0 (SEE NOTE 1) SPANS UP TO �' _.1 (SEE NOTE 1) SPANS U= 70 5• -E•• (SEE NOTE 1) SPANS JP TO I 8• -0 - (SEE NOTE 1) SPANS .JP TQ (SEE NOTE 1) SPANS uP TO -. 13. -1.. • :SEE NOTE (SEE NOTE 1 ) CONNECTION 1 YPE (SEE NOTE 3) C1 C2 C 3 ; C 4 ` : C 5 CONNECTION 1 F (SEE NOTE 3) C l I C 2 ` C = . C 4 • C 5 CONNECTION T"r PE (SEE NOTE 3) C 1 ! C 2 C3 ICLICS CONNECTION TYPL (SEE NOTE 3) C 1 C2 C3 C 4 ' C 5 CONNECTION TYPE CONNECTION TYPE (SEE NOTE 3) (SEE NOTE 3) C1 C2 C 3 ' C L : C S C 1 C 2 ; C 3 C L ; C S CONNECTION T YPE (SEE NOTE 3) C 1 : C 2 . C 3 C.. CS CONNECTION TYPE (SEE NOTE 3) C' 1 C2 C3 : CL C5 HOLLOW CONCRETE BLOCK • L 5 0 1 2 ; 1 2 . 1 2 . 7 • L 9 i 9 : 9 5 3 8 6 8 . 4 / A 5 • 3 ! 3 3 /- 12 112.12! 8: 10 10 10; 6 3 5 5 5 5 3 6 5 5 13 ,, ' .., l" i iy/ 11111 11'61 8, e 6 7 5 6 L ✓; t: %;. / ` ;� 8 1 8.8151? 6 3 313 % / . / 6 :3 • 3 3/ 5 3 4 5 ( /`�i3 57.p 0 10i10:5j3 7 i 7 7:L!/ I �� 1i4'•o ITW TAPCON W/ 1 -1 /4" MIN. EMBEDMENT 73.0 7..,774f • 105.0 5 t/ 3 y ,/ r7 // • v 6 1 3 1 3 1 3 1 G 5/ , 3 5 1 j/ •• 3 5 . / y/i 3 , ! 5 :/, / ' 3 r � 5 /► 5 ✓) 3 170.0 L FV ' /j//r L V /1 l � � . L !/ / L ✓/ ',i j/, 5 KA/A.. 3 1/ ./ * a 1/4 - m POWERS C4.LK W/ 7 /B" EMBEDMENT 2. 1/L - 2e STAINLESS STEEL MACHINE i -IN SCREW 450 12:.12:12'715 11 10;10 1014:3 7 13:3 12i12`12I121 12:12 ° .5 12;1212 7 4 8 '4 '4:5I3 57 12 99 V ✓✓ 816'731 5 ✓4' 12;12;12 11 I11:111 6;4. 10;81 1 3 /,r 7 , 4r/ 73.0 10 10:1G1 714 13 �/ . 6 3/ 5 /* :,/ 12 ;12112;71. 9'5; 4;5:3 613 ` ?4 1 7 1 4 1 • I / 105 0 7. 3 • 3 1 3 1 v 5 ', / / / 1 ✓ J • / 5 `, 5 F/ ;/ l// 8 4 1 4 5 1 3 7 •/ L✓/ 7 t/ / L ✓, 7 ' 4 1 / 170.0 5 : //// 1 5 I / y 5 !/ 5 Y !;/ , 4 � ! 4 T•. i /•/ /� •/ /;/ 7, , . _, / 7 : ;// / 1 / e; 4 7 l , 4 1 i A / � 45.0 12 12 : 12 i 7; L E; E: 6; 5; 3 7 7! 7 4 V sy /•, 3 j 12 . 12 : 12 1 9; 5 9; 9: 9: 6: 3 8; 8: 8: 5 3 6 3' 3 1 3 1 57 0 • 0 9 9 9 6 3 6 6' 6: 4 / 6 L $ 3✓ L (// 10 : 10 i 10: L 7: 7 • j 7' 5 K` 6 5' 6. 4 / L I/ 3 11/. POWERS NAIL - N AA w/ i -ve- 7 ,' 1 7 L j/ 5 1 3 r z: ? i /. „ L , /' � L /7 / 8' 8 1 8 1 5 1 3 6i 3 1 3 i L✓ 5 ✓I • 3 ✓ L 1 3 105.0 5✓ 3 • 4 i 1 , / ' / 4 % 'r > ✓ j: j( S 3 2 % :: / r / i 7 00 4 f1/1.. I � . L I � V' / ( I }' / C L , Y /_/ // L ✓ / L I / l' /t * 1 /4 -m ELCO MALE/ FEMALE -PANELMATE w/ 1 -1 / L MIN EMBEDMENT - S 1/L -20 MA[MINE SCRE W WITH NUT 45 12 I5 12 12i1216 -4 11;11:11!5!3 8IL1 4. 3r 121121121101 6 12112'1217: 12 1 12;12:6;4 1212;126 j5 10;10 513 9 7 e53 6 ;L H14✓ IlarrellEM 6 ' 1 3 • 57.0 12 i 12112;7 iL 10110;10 ?5!3 9 7i6iLr ' 6 Annie 7 3.0 11 ! 11 1 11 1 5 3 8 4 4 1 3 / 7. 3 1 3 1 3 • 6 ;/,/ 3 12:12 12 6 1 4 8 1 4 L 4 1 / 7 ' 3 1 3 I 4. 105.0 B: 4 ' 4 . 3 f / 6 r / 3✓ l / / 6 1` / , ' / / I 3 6 vy� / ' � �/ 1 ; 4 1 ' 6 1 y I ,. 8 4 4 v /'/ 3 V/ 6 . �/; 3 !! J 6 ✓ / 3 1//* 6 /iv f 3 1r 6 • ri : /// 3 r 6 6 • /;/ : 3 / 170.0 6 . //�/ 3 '/ 6 ;// /: 3 17. r 6 / /'. / i 3 / 6 / / // 3 ✓ 45.0 1 Z • 1 2 ; 1 2 :1O 1 5 1 1 1 1 1 ; 11 ! • 7 . 4 10 1 0 1 1 0 ; 6 1 3 7 3 ! 3 ' 4: 12 ;1::12 12; 7 12 12:12 5 5 12.12 • 4 E 4! 4 1 5 1 3 • R. ` n1° ' menzati " ®O 570 - 12:12.12 8 L 9 19 '9 • 5 . : E .6 7 5 / 5 r 3 %, 12:12 ; 12 ! 10 , 5 11 ; 11 1 11 ' 7 H. 10 8 : 9 6 3 7 � /- : 4 r g====- TTRON 1/° ELCO Ex HExL- FLANGE TAPCDN/ HEx HEAD T ...>E01.4 W/ 1 -1/4 EMBED 73.0 1 0 1 0 • 10 6 1 3 7 ; 4 . 3 ; 4 /; 6 //-/ 3 : / 5 / /)%x:. 3 ✓ 12 ; 1 2 1 1 2 . 7 1 4 8 1 5 1 4 1 5 ; 3 7 : 3 1 3: 4 / T A i 41/ !/ � 7 / L / 7 . , ��� 7 V) L // 7: L // 7 v j 105. 7 : 3 3 • ✓ / ' 3 5 � ✓ ' %' - ;// 3 � 5 ;/� 3 / 8 - L ? 5 / r , • 5 / / yy `: 3 / S V 3 5 r // 3 7 1 '✓ ' 4 •` 45.0 12;12.12 10 5 111 11:11'.7: 4 10;10:10; 6 :3 7; 3; 3, 4 ,/ 8 6 i 7 1 5 5 V • ,< 3 / 12!12112112: 7 12:12 112; 9: 5 12:12'12. 8: 4 12112112;101 5 11; 7: 4 10; 8 1 9: 6; 3 E :4 !c 1 5 1 3 � 4 v et s t 57.0 12;12 12 8 4 9: 9' 9 5: 3 vL - • ELCO CRETE FL[X W-1 / MI E/ M1 L- BEDMEN T 73.0 10 : 10 i> 6; 3 , 7 i 4; 3; 4 /, 6 !, /2 3' 5 r 3 /1 3 / 12 : 12 : 12 7' 4 8: 5 1 4 5 1 3 7 1 3' 3 4' 105.0 7!313 �l}` SY • !3 • S :// 1 3 ✓ 5 i//, %!3;�/ 8 14 415 3 7✓, 4 i/ 7 V/ : 4 .. 170.0 5 / 3 S i % 3' S / 3 / 5 / 3 / /// 4 1 7 I 1 4 1 , 7 i L/ 7 4 r 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 S. 2 ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE !STANCE. SELECT DESIGN LOAD GREATER THAN OR EOUAFL•Tt± A•rl t BSI !'CHAD ON SHUTTER AND SELECT SPAN GREATER THAI OR EQux.l;T; S. Eli SPAN 3 EXISI G S ?RLC:rSRdI l 5E CONCRETE. HOLLOW BLOCK OP WOOD FRAMING REFbRENGi •ANGII.OR6CHIEDIUL•E•FOR PROPER ANCHOR TYPE B ASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE L. AN HOV SHALL Bi INST.LLED IN -C WITH MANUFACTURERS" RGC Mi'ICi.JDA1IONS. • • • • • • • • • • • • • • • • 5 MIWMU•1 CM €ED•1ENT s: NU ME•DIr_ EXCLUDES WALL FINISH DR STUCCO. 6 w•4ERE EXISTI 1c1.. r : .-- AL:9mo WOOD FRAMING CONDITIONS VARY FIELD VERIFY THAT FASTENE:.5 :- =E INTO ^DECUATE WOOD FRAMING MEMBERS. NOT PLYWOOD FASTENING T,. ^LYWC 15 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" IMIN.) WOOD STUD. 3/4'" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING W000 STUD SHALL BE SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HELD OR HEX HEAD. 6 M:-CHINE 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 F/1 DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOvING MACHINE SCREW. NUT OR WASHERED WINGNUT. 11 FOR BUILD -OUT MOUNT SECTION® ANCHOR SPACING SHALL NOT EXCEED 6 -1/2"' O.C. 12 FOP BUILD -OUT MOUNT SECTION ® ANCHOR SPACING SHALL NOT EXCEED 6" 0.C. PRODUCT REVISED ss complying with the Florida Balding Code Acceptance No - O 82 Expiation Date 0 By 1leanu 1/:Id ct Control o !OHO ZOtn^ wencDrA >moo m Z <� F0NN NO Q- a ' DO 0 -7 onnmommonimmot VJ. KNEZEVICH PIOiLSSIONAL ENGINEDI R Lima. act •' 10111 ` , �18 1 14" 0 i o I IL acre 10/17/2002 'SCSI. Vora..." CT M •S OTEO i ^C• o.a.9n Cy J:Cn.c er ',AC I VAC or•.a.g no. 03 -815 ' sheet 7 of 7 -. IP • BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Buildin Electrical Plumbing Owner's Name (Fee Sim Titleholder. /,j20 Z14/2_ [ /V t / — Phone # it Owner's Address ! 7? p6 9� T City #V/A84/ 6/10/erl State F7 Zip 3 38 Tenant/Lessee Name Miami Shores Village �� ( tip Building Department i,tct 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Master Permit No. Permit No. VA► J O - 2-064 Mechanical Phone # Roofing Job Address (where the work is being done) 7 ? ,j S / i 4/44 ,g6, Fr • 3 3/31 City Miami Shores Village County Miami-Dade Zip 3 ?/3 Is Building Historically Designated YES NO Contractor's Company Name P /(f�/2 /flf 2 . _ . ! /at #( mod, J O 2Z -6:-R,5 G Contractor's Address 70 7o , ," l _ 2 ,d, ��� Cit State r " l , Zip 33 •/t! Qualifier 6W-- (/l_ Maier r er State Certificate or Registration No. Cee 1:5 1 422. Certificate of Competency No. A.rchitect/Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: ❑Addition Describe Work: fy CCAt7 gb /fjit) Total Fee Now Due $ (Continued on opposite side) 0/.56 .27 %8J, /A_ ration ew /7 );2) Structural Plan Review. $ Phone # Square Footage Of Work: .5/0 ❑ Repair ' eplace Demolition Submittal Fee $ 0 Permit Fee $ 0 `� - CCF $ �$ I CO / /CC Notary $ ei Training/Education Fee 5 ` (' Technology Fee $ (, 1`J Scanning $ ' NOD Radon $ Zoning Bond $ Code Enforcement $ 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 conunenced 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 and a reinspection fee will be charged. Signature �� e� -� n lv ' El�rTer o Pt� ' / —O The foregoing instrument was acknowledged ., U owledged before me this day of , 2062 , by 'V do 9 A , who iCiersonally known to me or who has produced As identification and who did take an oath. NOTARY P C: MY COMMISSION # DDS 16083 a fires:` f 14ODSNOTARY Fl. Notary Discount Assoc. Co. My Commission Expires: APPLICATION APPROVED BY: Chc 05/13/03 Contractor The foregoing instrument was acknowledged before me this de0 day of , 2004 , by reA who ersonallj known to niejor who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: y� ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * ** ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, *********#***#** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning NOTICE OF COMME ' A AECORDED COPY MUST BE POSTED ON E9MIT NO TA)X. THE FOLIO JOBS NO 1111111 111 1111111111111111111111111111111 111 CEMENT CFI-4 'fie �o e�i. CFI-4 AT TIME OF FIRST INSPECTION OR Bk 24670 Ps 1806; (1.(39 `r RECORDED 06/27/2006 14 :36 =30 11 — 320C, 0?3-cOf HARVEY RUVIN, CLERK OF COURT TATE OF FLORIDA OUNTY OF MIAMI -DADE: HE UNDERSIGNED hereby gives notice that roperty, and in accordance with Chapter 713, i provided in this Notice of Commencement. . Legal d scription of property and street/address: I�13 S /-S Gpr improvements Florida Statutes, / MIAMI -DADE COUNTY v FLORIDA LAST PAGE will be made to certain real the following information -e 'fob fcACok,,V.f .S'U1 _"(4 .. ( , .3 3/ V I. Description of improvement: 1. Owner(s) name and address: AJ L/ P PEA / /3J2T /N e Z 9 77 A) . 7 6--. aw A , . ' s r = -. ea Ti' , nterest in property: game and address of fee simple titleholder. 1. Contractor's name and address: t AZ-VIA V/ C 1S /f! t /1) OW ` _Aj - 7g7o w . 2 ST Av fr owner f • �iA to '/ < • aSC V contractor, if any) 5. Surety: (Payment bond required by game and address: FLORIDA, COUNTY OF DADE �, 4 STATE OF ^ 4mount of bond $ ��'��� ( 1 HEREBY CEhirr • o . ortfnal HI • • • s 'nice on — � � d '10 r+ ' , a r V1 5. Lender's name and address: designate' Stat , MTt, SS r an an 1.,:� ..v, a.rr!s ' t, � D.. =- ~ 7. Persons within the state of Florida provided by Section 713.13(1)(a)7., Florida Name and address: by Owner upon ho� • _ • - � ',cum ~ =y be served as tGs, ` � \ j 1 8. In addition to himself, Owners designates in Section 713.13(1)(b), Florida Statutes. Name and address: th following person(s) to receive a copy of the Lienor's Notie as provided Q\ t 9. Expiration date of this Notice of Commence rent: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner ���0. Print Owner's Name - !%7 this — . Q c : s E -2 ' Prepared byPSS IC.CLIfrank M -DM - Sworn to and subscribed before me ��'' tt / Notary Public 'tf[.�.rt.LT_ 4t./ - i & day of ,/V , 20 00 /14 A ress: '767 25 ii - d6 + 4 ,'1 • .1) eP Print Notary's Name My commission expires: 123.01-52 PAGE 4 8/02