Loading...
339 NE 100 St (4)Inspection Date: 10/03/2006 Inspector: Grande, Claudio QICT 0 4 Owner: CADWALLADER, CAROLYNE Job Address: 339 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Monday, October 2, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -20185 Permit Number: WS -6 -06 -1631 11 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Attachment Work Classification: Shutters Phone Number Parcel Number 1132060135360 Lot: Phone: 786/256 -6434 Page 2 of 2 4V6-co, Passed Inspector Comments 3/4 att /44115- '�'u - 5 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/03/2006 Inspector: Grande, Claudio QICT 0 4 Owner: CADWALLADER, CAROLYNE Job Address: 339 100 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: DILBERT ENTERPRISES, INC Building Department Comments Monday, October 2, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -20185 Permit Number: WS -6 -06 -1631 11 Block: Permit Type: Windows /Shutters Inspection Type: Shutter Attachment Work Classification: Shutters Phone Number Parcel Number 1132060135360 Lot: Phone: 786/256 -6434 Page 2 of 2 Issue Date: 6/19/2006 Owner's Name: CAROLYNE CADWALLADER Permit Type: Windows /Shutters Work Classification: Shutters Job Address: 339 100 Street NE Additional Information Miami Shores Village, FL 33138- Comments: INSTALLATION OF ALUMINUM ACCORDION SHUTTERS Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/12/2006 Contractor(s) Phone DILBERT ENTERPRISES, INC 786/256 -6434 Primary Contractor Yes Type of Work: SHUTTERS No of Openings: 11 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. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -6 -06 -1631 Phone: 1132060135360 Lot: PB: Total Square Feet: 0 Total Valuation: $ 8,416.00 Required Inspections Shutter Attachment Shutter Final Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $5.40 $1.80 $210.00 $6.00 $5.25 $228.45 Invoice Number WS - 6 - 06 - 25263 Total: Amt Due UL $22 Ulf 2 1 ��� � CK Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES . Approved plans are for Guardian Shutters, Combo Window Shutters are installed. Provide 2 copies of the NOA for the Combo shutters to Bldg. Dept. 9/28/06 CG. Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: INSP -20186 Permit Number: WS -6 -06 -1631 Inspection Date: 09/28/2006 Inspector: Grande, Claudio Owner: CADWALLADER, CAROLYNE Job Address: 339 100 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: DILBERT ENTERPRISES, INC Building Deaartment Comments Thursday, September 28, 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 1132060135360 Lot: Phone: 786/256 -6434 Page 1 of 2 Bill To CAROLYNE CADWALLADER 339 NE 100 ST MIAMI SHORES, FL 33138 -2420 Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 10/02/2006 10/02/2006 Fee Name Revision Fee Scanning Fee Monday, October 2, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: WS -10 -06 -26286 Invoice Date: October 02, 2006 Permit Number: WS -6 -06 -1631 Fee Type Calculated Calculated Total Fees Due: Fee Amount $35.00 $3.00 $38.00 Payments Date Pay Type Check Number Amount Paid Change 10/02/2006 Check 1144 $38.00 $0.00 Total Paid: $38.00 Total Due: $0.00 II Bill To I CAROLYNE CADWALLADER 339 NE 100 ST MIAMI SHORES, FL 33138 -2420 Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 10/02/2006 Revision Fee 10/02/2006 Scanning Fee Monday, October 2, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: WS -10 -06 -26286 Invoice Date: October 02, 2006 Permit Number: WS -6 -06 -1631 Fee Type Calculated Calculated Total Fees Due: Fee Amount $35.00 $3.00 $38.00 Payments Date Pay Type Check Number Amount Paid Change 10/02/2006 Check 1144 $38.00 $0.00 Total Paid: $38.00 Total Due: $0.00 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 33 4 ) City ill K)-cvl l State Tenant/Lessee Name Job Address (where the work is being done) City FOLIO / PARCEL # Describe Work: Submittal Fee $ Scanning $ Bond $ Structural Review. $ Miami Shores Village Contractor's Address S 1 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ['Addition * * * * * * * * * * * * * * * * * * * * * * *. * * * * * * ** Notary $ Training/Education Fee $ Radon $ Code Enforcement $ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 112G Zi Is Building Historically Designated YES NO Contractor's Company Name 1 ket E� ' C p y {� 1� Pho # City i Y) 1 IQ- fi'l l qq State Zip . 53 / 6 Qualifier Name -{-� C -1L D ( ■L .42,7t Phone # State Certificate or Registration No. Certificate of Competency No. ['Alteration Permit Fee $ Electrical Plumbing _ Mechanical * * * *F Master Permit No. County Miami -Dade Phone # C Ge Wt2 Q� dirr Square / Linear Footage Of Work: [New ❑ Repair/Replace DPBR $ ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF$ Double Fee $ one # Phone # Total Fee Now Due $ CO /CC See Reverse side —> ( al v r r--9 + „ , i >> B Y: Permit No. W SO6 — 1 6 .J l Roofing Zip ❑ Demolition Technology Fee $ Zoning $ L Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the joh site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 __, by , day of , 20 by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02108/06) NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: 4/ Plans Examiner Engineer Zoning BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Combo Window shutters, Inc. 7860 West 25 Avenue Hialeah, Florida 33016 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Combo" Aluminum Accordion Shutter APPROVAL DOCUMENT: 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. J. Knezevich, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami-Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 00- 0628.05 & consists of this page 1, evidence submitted page(s) & approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. 9 0( 1 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 305) 375 -2901 FAX (305) 375 -2908 NOA No 03- 0829.04 Expiration Date: 08/29/2008 Approval Date: 10/09/2003 Page 1 Combo Window shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 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, certifying 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. Letter 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. NEW EVIDENCE SUBMITTED A. 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. J. Knezevich, P.E. B. TESTS: 1. See Association 's generic approval under 02 -0799. E -1 ` Helmy A. Makar, P. E. Product Control Examiner NOA No 03- 0829.04 Expiration Date: 08/29/2008 Approval Date: 10/09/2003 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. MATERIAL 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, certifying 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). E -2 Helm A. Makar, P. E. y , Product Control Examiner NOA No 03- 0829.04 Expiration Date: 08/29/2008 Approval Date: 10/09/2003 L 12 11 ..055" HEADER -CLG. O 1 MOU NTED SCALE: HALF SIZE 48 O HEADER -WALL MOUNTED 2 SCALE: HALF SIZE 3.993" 4 47R" ® ADAPTER SLAT (Z ADAPTER HALF SIZE ®TYP. SLATS SCALE: HALF ME 141 52" C PNFRAI NOTES' 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER 54157(M ANALYZED WITH MIAMI -DADE COUNTY FOR ISSUANCE OF DIVISION FOR THE FLOP DA BUILDING CODE. 2001. 2. TO VERIFY THAT THE ANCHORS AS TESTED. ARE NOT OVERSTRESSED IN THESE APPROVAL DOCUMENTS. NO INCREASE IN ALLOWABLE STRESS WAS USED IN THE FASTENER ANALYSIS. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WINO VELOCIT, FOR 0/040 LOAD CALCULATIONS 04 ACCORDANCE WITH THE FLORIDA BUILDING 000E 2001 A DIRECTIONALITY FACTOR OF KE .0.85 SHALL BE USED. L. THESE APPROVAL DOCUMENTS ARE GENERIC AND OD NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE APPROVAL DOCUMENTS COMPLY Y/17H CHAPTER 61515 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS 0E7411.00 HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANT MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID o THE APPROVAL DOCUMENTS. - - B. WHEN THE SITE CONDITIONS DEVIATE FROM THESE APPROVAL 013CUMENTS. THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: AI REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED. SIGNED DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT. WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING MI5 /HER APPROVAL. Bl REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL 8E APPLIED FOR AND SECURED FROM THE MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN 111E HIGH VELOCITY HURRICANE ZONE AREAS, ONLY OPTION "8" SHALL BE ACCEPTED BY THE BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: COMBO WINDOW SIMTEM, OIL OE*A 0ADE COUNTY OgKT APPROVED 10. ALL SHUTTERS SMALL HAVE A LOCKING MECHANISM 01 CENTER OR SIDE CLOSURE WITHIN IV OF CENTER IVERT.). LOCKING MECHANISM SHALL BE LOCKED TO PROVIDE HURRICANE PROTECTION. n. STORM SHUTTER EXTRUSIONS 5M0WN SMALL BE 6063 -76 ALUMINUM ALLOY, U.O.N. ^Ip 12. ALL SCREWS AND 00175 TO BE 2024 -T4 ALUMINUM ALLOY. STAINLESS STEEL. Y1 OR GALVANIZED STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.5.1.. U.O.N. POP RIVETS 10 DE 3/16 5052 ALUM. ALLOY. U.D.N. 13. TOP AND BOTTOM DET•ILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. P1000 TRACKS MAY BE REMOVAB AT NON - STACKIN REMOVABLE ANCHORS 50041 A5 POWERS LE CALK -IN ANCHORS. G LOCATIONS. USE 15. O TMI5 FFI S CE H . UTTE PATE R NT 410. S 270. SYSTEM I1S 55.PATE M K NTED WITH THE U.S. PATENT AND TR ADEAR .048" 41 ..0 t 2 _ . 12 6.: 3.840" MAX. 1 .326" ® BUILD -OUT WALL HEADER 2a SCALE: HALF 512E ® CENTER MATE 1 9 SCALE: HALF 512E 1.1 2" MIN. -5" MAX.` ® ANGLE ROLLER ASSEMBLY 11 ® SCALE: HALF SIZE 1 2 SCALE: HALF SIZE 2.373' x .472" I.D. -.612' D.D. 44 rn .211' 1.350" 1 .1500" (OPTIONAL) i LOCKING CLIP SCALE: HALF SIZE 483" ITYP. 2) 620" M. AT EVERY OTHER WIDE /OM AT TOP. I . 251" tt� t3 4 ® CENTER MATE 2 1O SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY o - ( 320 "0 HOLE m� 0 .058 ' J NYLON WHEEI RIVETED IN PLACE +620". I � 0 6 1840" I WALKOVER S LL ® FLOOR MOUNTED 16 SCALE: HALF 512E 4 15 " I 375 I � 230" MAX. TOP sorrou MAX. CARRIER ® BUSHINGS 2 SCALE: FULL SIZE .360 '17 q LL 2 1" 150" 1.533" .055•' .500" 3 O O SILL -WALL MOUNTED ADJ. SILL-TOP ADJ. SILL -BOT. SCALE: HALF SIZE SCALE: HALF SIZE SCALE: HALF 512E :630' :1 o O CENTER MATE 1 (1N/L000NGROD) 9a SCALE: HALF SIZE INSERT 13 V HALF SIZE t = .200' LOCKING ARM ALIGNMENT INSIDE HANDLE ® BUSHING (NYLON) ® SHIM (NYLON) 17 SCALE: HALF SIZE 18 SCALE: HALF SIZE 1.533" 3.283" ALTERNATIVE ADJ. SILL-BOT. SCALE: HALF SIZE 050' , 025 I TYP.) 1 1 6a 0 90- END SLAT SCALE: HALF SIZE 1.250' 250•• ® CENTER MATE 2 067 LOCONO ROM D SCALE: HALF SIZE 1/a' THICK STAWIE35 STEEL ® LOCKING ARM .: SCALE: HALF 512E .050 4, ® FLAT END SLAT 7 SCALE: HALF SIZE PRODUCT REVISED as complying with the floe B alding Code Acceptance No V - O . O Expiration Date 0 08 By Mum Dad coduct Control Dilisloo S a 10/17/2002) EMI �...I� ;. ll - 1 03 - Sheet 104 7 1 ■ (SEE SECTIONS) 1/2 SPAN 1/2 SPAN ALT. 0 LOCATION KING SIDE I 1 MECHANIS OF AT SECTION BOTTOM TRACK O (TYP .I TYPICAL ELEVATION N.T.S. i tHANbliV5 LO (TYP.) 6 -1/2'• FASTENER @ 24" 0.C. )SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). — y —IM.:W 07 irIM D I iaSTw! o II � SINGLE ARM LOCKING MECHANISM AT CENTE OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER 3/4" MIN. ;FE FASTENER SCHEDUL 1_1/2" MAX. s i t OPTIONAL JOINT BETWEEN DRILL 5 /8 "0 HOLE FROM REMOVABLE AND BOTTOM OF EXTRUSION® FIXED SILL BEFORE RUSS HEAD BOLT RIM YEW VARIES - NO LIMIT TOP TRACK PLAN VIEW LOCKING MECHANISM CAN BE (61 10' ABOVE OR BELOW CENTER (SEE GENERAL NOTE 10) MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO B MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. TYPICAL PLAN VIEW SCALE. 3 • 1• -0 1" x 1" x 1/8" ALUM. ANGLE W/ 3/16•'0 POP RIVETS @ 6" 0.0 SEt nom S REMOVABLE FLOOR TRACK DETAIL SCALE : 3-• 1•- 0- USED WTIH NECESSAND I@ LOCKING PIN SCALE. 1 -1 /T FASTENER _@ 24" O.C. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR). SSE '(BLY OPTIONAL E OLE EXISTING STRUCTURE SEE SECTION B ON SHEET 3 FOR COMPLETE INFORMATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON -1/4, INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK N. T.5. SINGLE ARM LOCKING MECHANISM AT CENTER OR 510E OF SHUTTER. LOCK MAY BE INSTALLED ON -1 /4• INSIDE OR OUTSIDE OF SHUTTER SINGLE ARM LOCK 0.1.5. MI SEE FASTENER SCHEDU 3/4" MIN. 7I LE f�1-1 /2" MAX RAN NEW / FASTENER C01 24" O.C. (SEE ANCHOR SCHEDULE , FOR ANY ACCEPTABLE % ANCHOR). (TYP.) 6 (DOES GLE 888 1000 OPTIONAL CLOSER HANDLE SINGLE ARM LOCKING MECHANISM AT CENTER OR SIDE OF SHUTTER. LOCK MAY BE INSTALLED ON INSIDE OR OUTSIDE OF SHUTTER SCALE: 3" . 1• -0" (DOES NOT 'SPUN:I SINGLE 888 100) OPTIONAL CLOSER HANDLE N.T.S. 1"x1 "x1 /8" 3/16 "m POP JOINT BETWEEN REMOVABLE AND FIXED SILL . MIN. SHUTTER SEPARATION FROM GLASS. (SEE SCHEDULE SHEET 5). DISTANCE TO BE MEASURED FROM BACK OF SHUTTER BLADE OR FROM HANDLE WHEN MOUNTED INSIDE. SECTION 7 OPTIONAL REMOVABLE FLOOR TRACK DETAIL SCALE : 3"• 1•- 0 OPTIONAL PLAN VIEW SCALE: 3 • 1*-o SSEMBLY OPTIONAL LOCATION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE LMfi!8 BUSHING ® I'p 12 ip 7/16" 0.0. 0.63" LONG NYLON IQt BUSHING 41 . ill 0 SEE SECTION L ON SHEET 4 FOR COMPLETE INFORMATION C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 810 x 2" SMS. MANUFACTURED FROM 8410HT OR 18 -8 STAINLESS W/ XYLAN 5200 FLUOROCARBON STEEL W/ XYLAN 5200 FLUOROCARBON CDATING & .460'•m x .050" THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP & BOTTOM) 3/8" O.D. x 0.90 LONG NYLON MOM BUSHING 2® 810 x 3" SMS. MANUFACTURED FROM 8410HT STAINLESS STEEL W/ XYLAN 5200 FLUOROCARBON CDATING b . 460•'0 x .050" THICK 300 SERIES STAINLESS STEEL WASHER ITYP. TOP & BOTTOM) SCREW BUSHING & ROLLER/ BUSHING ASSEMBLY SCALE: HALF SIZE lru4 NY ui m FASTENER fA 24" O.C. (SEE ANCHOR SCHEDULE 2 M FOR ANY ACCEPTABLE ANCHOR). PRODUCT REVISED as compty4og with the Florida Bidding Code Acceptance No O -O Z .04 Espixatioo D.te o D'vr11 ,O od Cooa1� /� Dilbioa i g m l e.Y• 100/2002 .ell Yix� 03 -815 1 sheet 2 of 7 08/27/03 09:18 0 0 E 0 0 i E 0 if E YJ SEE TABLE 2 OR D 0 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING ROLLSSEMBLY 2 -r TYP. EVEER ARY OTHER Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 5/8" MAX. O WALL MOUNT SECTION A SCALE: 3 • 1' -0 EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 6" SPACING 11 CONT. 11/2" OR000R EMBED. 5 /8" MAX. 1/4" MAX, 0 CONT 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 11/2" - -11 CONT 11 CONT. 11 CONT. 1/4" MAX- RIVETS (al 6" 0.0 11/2" O TW O 1 /4 - 20 11 CONT. MACHINE BOLTS W/ NUT OR 814 TEK SCREW (ID 12" 0.C. ITYP., TOP & BOTTOM) 1/2" ® BO TTOM MOUNT DETAIL MA BE USED AT TOP. 6- MOUNT SECTION SCALE: 3" • 1' -0 o� OR DOO 3/16"0 POP RIVET JW OR 812 TEK SCREW aD (0 6" O.C. (TYP.) •° O E ASSEMBLY 1" . 1" : 1/8" w ALUM. ANGLE W/ 3/16 "0 POP EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. Z N-I SEE TABLE CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 2 O CEIUNWINSIDE MOUNT SECTION B SCALE: 3" • T -o' 1/4 -20 MACHINE BOLT W/ NUT (01 12" 0.C. ITYP.. TOP b BOTTOM) 5/8" ROLLER ASSEMBLY TYP. EVERY OTHER P 1/4" MAX,, 1/4" MAX,- 0. 0 EXISTING CONCRETE. MASONR OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. 3/16'0 POP RIVET (0 6" 0 C. ITYP.1 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O BUILD -OUT MOUNT SECTION F SCALE: 3 • 1 -1/4" MAX. Z a wam wMa IA3r ZO1 aJ7 N am a w 1/4" MAX. EDGE GIST. OPTIONAL FASTENER LOCATION IN LIEU OF ANGLE SUPPORT - STAGGER ANCHOR 1/4" OFF CENTER CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. EXISTING WOOD TRUSS OR RAFTER Cl CONNECTION TYPE CO 24" MAX. O.C. REFERENCE ANCHOR EXISTING WOOD OR SCHEDULE FOR MAX. STUCCO FINISH SPACING MATERIAL 2@TYP. TOP & BOTTOM TABLE -7/8' 1/4" MAX.- 1/4" MAX./ 1/2" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING __ 0 SEE TABLE 2 3 -3/4" MA W 814 SMS ((010 24" O.C. MAX. TN BETWEEN TRUSSES SEE TABLE 2 EMBED. 5/8" MAX. EXISTING CONCRETE. MASONRY OR WOOD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. CONT. - FOR LARGER SPANS E TWO 2" x 5" AL. ANGLES (SEE SCHEDULE 1 TYPE 0 Q CONNECTION TYPE REFERENCE ANCHOR C1 CONNECTION TYPE SCHEDULE FOR MAX. REFERENCE ANCHOR SPACING BUT 00 NOT SCHEDULE FOR MAX. EXCEED 8-1/2" SPACING SPACING 1/4 -20 MACHINE BOLT W/ UT (8 12" D.C. ITYP., TOP BOTTOM) 1/4" MAX TOP b BOTTOM C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING g CONT. - FOR LARGER SPANS E TWO 2" + 5" AL. ANGLES (SEE SCHEDULE 1 TYPE C1 /8" MAX. ® BUILD -OUT MOUNT SECTION SCALE: 3 • 1' -e 1 1/2 -1/2 WOOD SOFFIT/ ® FLOOR MOUNT SECTION G SCALE. 3 • 1' -0 0 w OR D00R— W 4" >< 1/8" 6063 -16 ALUM. CONTINUOUS PLATE W/ THREE 1/4 "0 WOOD LAG m SCREWS WITH 2 -3/4" F MINIMUM THREADED 0 . PENETR. "T" IN WOOD (4 VI EACH RAFTER OF TRUSS. aZ 24" 0.C. MAX. WHERE Fw PLATE EXTENDS A BEYOND LAST TRUSS, EXTEND PLATE TO NEXT TRUSS 7/4" MAX. 1/4" MAX. O CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, MASONRY OR wODD STRUCTURE. SEE ANCHOR SCHEDULE, TYP. 2" . 2". . 050" ALUM. TUBE TYP. TOP b BOTTOM By Miami Division 1/2" 1/4" MAX- /4 MAX.— Q CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUT DO NOT EXCEED 8 -1/2" SPACING 5/8" MAX. ® BUILD -OUT MOUNT SECTION D SCALE: 3 • 1' -0 PRODUCT REVISED u romplying •i6 tie IMO• Boidkg Cade Aceeptaece No • 3- O : ' Expiration Date Z u ■ • i 11 0 2 0 8 1 i 1 I -. ■al 1 ••a 0 o : :1 l 03 -815 sheet 3 of 7 1 ALUM. BEAM & SHUTTER SCHEDULE DESCRIPTION SHUTTER SPAN BEAM SPAN Tw ..125" 8' -0" 8' - 1" Tf =.125 2•• x 8•• Tw = .072" B' -0" 11' -6" Tf = .224 10' -0" 10' -4" 2" 0 9" Tw =.072" 8' -0" 12' -5" T/ _ .224 10 11•_2•• EXISTING STRUCTURE TWO 3/8"0 POWERS CALK - IN (S 3 - 3/4" O.C. W/ 1 -1/4 MIN. EMBED. IN 3 XSI CONC. WITH 4 -1/2" MIN. EDGE D15T. OR FOUR 1/4"0 ELCO CRETE -FLE CM 3" O.C. W/ 1 -3/4" EMBEDMENT & 2 -1/2" EDGE DIST. IN EACH ANGLE OR CSO TWO 3/8"0 POWERS CALK -IN (, 3 -3/4" 0.C. W/ 1 -1/4 MIN. EMBED. IN 3 0(51 CONC. WITH 4 -1/2" MIN. EDGE D15T. OR FOUR 1/4 "O ELCO CRETE -FLE (0 3" O.C. W/ 1 -3/4" EMBEDMENT L. 2 -1/2" EDGE ANGLE IST. IN EACH STRUCTURE MAX -1—: 5/8" MAX. 2 x 3" x 1/4" 6063 -16 ALUM. ANGLE - 1/4 - r DETAILS ® &® THREE -1/4 THRU BOLTS 1 MIN _ ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION L HAX. HORIZONTAL SPANS) 1/4 20 S.S. MACHINE SCREW & NUT @ 12" O.C. USE THRU BOLT OR ACCESS bDLE AS SHOWN IN DETAIL 1/4" MAX. (MAX. DESIGN OAD • 72 PSF) r- OTOP SUPPORT BEAM DETAIL , -TOP 3' • 1' -0" NOTE: 1. USE BEA SCHE ULE FOR DETAILS(AN081 . 2. SHUTTER SPAN TO BE LIMITED TO THOSE SHOWN IN TABLE. SHEET 5. 3. BEAM SPAN SHALL BE CONSIDERED AS THE DISTANCE FROM CLOF SUPPORT TO 4 SUPPORT. SEE TABLE 2 Tw ACCES HOLE MIN I (MAX DESIGN LOAD • 72 PSF) O BOTTOM SUPPORT BEAM DETAIL SCALE: 3' • 1 -0 3/16"0 POP RIVET OR 812 TEK SCREW CO 6" O.C. AL. BEAM (SEE BEAM SCHEDULE ABOVE FOR BEAM DESCRIPTION b MAX. HORIZONTAL SPANS) 1/4 -20 S.S. MACHINE SCREW 8. NUT 12" O.C. PROVIDE 1" 0 ACC SS HOLE IN BOTTOM OF BEAM OR U S E THR 6011. A S zz SHOWN IN DET �i 606 3 T6 ALUM. ANGLE THREE -1/4 "0 THRU BOLTS ALT. LEG DIRECTION vT ANGLE DETAIL USING CALK -IN ANCHOR SCALE • 3'• 1'- 0" GRILL 5/16 HOLE 1.00" 3.00 O ANGLE DETAIL USING CRETE -FLEX ANCHOR SCALE : 3 "• 1'- 0 IOW ' L PLYWOOD AND 5/8" MAX. STUCCO FINISH DRILL 7/16 "0 HOLE DRILL 5/16 HOLE 1.13" 3.15" 2.50" 3.0 SEE TABLE 2 PLYWOOD AND STUCCO FINISH .00' 3.00' 1.00- 5/8" MAX. 11.00' 00' 2" x 6" .T. W000 PLATE (MAX DESIGN LOAD a 72 PSF) 2.50" 2 a N O WALL MOUNT SECTION - USING r x 6' P.T. WOOD PLATE K SCALE. 3" • 1' -0 ( O WALL MOUNT SECTION - USING ALUM. TUBE SCALE: l" • 1' -0 EXISTING CONCRETE, MASONRY DR WOOD STRUCTURE. SEE ANCHOR SCHEDULE. TYP. L SEE TABLE O R DCSOR 3/16"0 POP RIVET OR P12 TEK SCREW (A 6" O.C. (TYP.) Oa ' ASSE r BLY C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING C1/4• MAX. c 52 h- - - _ ;1_ WI 0. 0. 1/4 - 20 S.S. MACHINE SCREW NUT (M 12" 0.C. PROVIDE 1 "0 ACCESS HOLE (0 BACK SIDE FOR FASTENING TWO 1/4 "0 S.S. LAG SCREW (01 24" O.C. MAX. W/ 1 -3/4" PENTR. IN CENTER OF STUDS 1" x 3" x 1/8" OR 1" x 4" x 1 /8" 7-* 6063-56 ALUM. TUBE (MAX. DESIGN LOAD • 72 PSF) 111. ►1 i § o: ir' , -.. are' I 11 11 1111 or._@ 3/16 0 POP RIVET 6" 0 C. (TYP.) I —71 /2- OPTIONAL LOCATION C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (CEILING/INSIDE MOUNT SECTION FOR w00S PLATE USE 1/4"0 L SCALE, 3 - • 1' - PENETRATION LAG SCREW I W/ 1-3/4" NTO WOOD LION I PLATE (A 12" 0.C. 'TWO 1/4'0 5.5. LAG SCREW 24 0.0. MAX w/ 1 -3/4" ENETRATION IN CENTER OF STUDS 5/8" MAX. C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING w r N F ZO W aJJ N4Q xi N E —1/4' MAX. PRODUCT REVISED u e00pyta8 8it0 tie F7wih A No 0 - • ' L ' • 0 Espi»U= DatoO:7ia'7L' BY Mn D, bioo m • Z i Zr ) x•I• 10/11/2002) 0 1 z ¢d 03 -815 sheet 4 of 7 I MAXIMUM ALLOWABLE SPAN SCHEDULE NEG. DESIGN LOAD (PSF) • TYPE A ALL MOUNTING CONDITIONS ©CAPT VV (FT - IN) DETYPEL O OR D N DETAIL SINGLE ANGLE REQUIRED 3 -3/4•• MAX. B.O. (FT - IN) DE TYPE` O DOUBLE ANGLE REQUIRED 3 -3/4" MAX. 8.0. (FT - NI TYPE D DETAIL AE 9- 3/16" MAX. B.O. (FT - IN) 30.0 13- I 12 13- 1 12 - 7 38.0 13 - 1 11 - 0 13 - 1 11 - 2 40.0 12 - 11 ID - 8 12 - 5 10 - 11 4B.0 12 -4 9 -9 10 -4 10-0 52.0 12- 1 9 -4 9 -7 9 -7 56.0 11 - 11 9 - 0 9 -0 9 - 3 61.5 11 - 7 8- 7 8- 7 8- 10 63.3 11 -6 8-6 8 -6 8-8 66.8 ID- 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 -B 7 -8 7 -8 8 -0 81.4 8- 11 7- 0 7- 0 7- 4 86.B 8 -5 6 -7 6 -7 6- 10 91.4 8- D 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-ID 3- 10 4 -0 160.0 4 -6 3-7 3 -7 3-9 170.0 4 -3 3 -4 3 -4 3 -6 I MINIMUM SHUTTER SEPARATION FROM GLASS (IN) I MINIMUM MINIMUM SEPARATION SEPARATION POSITIVE ACTUAL FROM GLASS FOR FROM GLASS FOR - DESIGN LOAD (W) SPAN (FT - IN) INSTALLATIONS L LESS THN OR INSTALLATIONS GREATER THAN (PSF) EQUAL TAD 30' ABOVE GRADE 30' ABOVE 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 -1/2 7 - 0 2 -7/8 1 -5/8 50.0 8 - 0 2 -7/8 1 -3/4 11 - 0 3 2 -1/2 12 - 2 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5 /8 60.0 8 - 0 2 -7/8 1 -3/4 11 -0 3 1 -3/4 11 - 8 3 -3/4 3 5 - 0 2 -7/8 1 -1/2 7 - 0 2 -7/8 1 -5/8 70.0 8 - 0 2 -7/8 1 -7/8 9 - 6 3 2 -1/4 10 - 4 3 2 -5/8 5 - 0 2 -7/8 1 -1/2 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 CO 0 0 CV ro 0 .2 N FASTENER (0 24^ D.C. 8 (USE ANY ANCHOR IN l ANCHOR SCHEDULE) E rar • OALT. CLOSURE DETAIL SCALE. 3" • 1' -0 1" "x 1/8" ALUM. ANGLE 3 810 TEK SCREWS OR 3- 3/16 "0 ALUM. POP RIVETS (TYP.) 2 "x 2 "x1/8" ALUM. TUBE 6063 -T6 ALLOY 2' MI OALT. CLOSURE DETAIL SCALE. 3" • T -0" " MIN FASTENER ( 26' O.C. ANCHOR SCHEDULE) IOW v - -� o � 11��•- 810 TEK SCREW OR 3/16 "0 IL - -J ALUM. POP RIVET (0) 24" 0.C. (TYP.) TWO 1/4••0 FASTENERS EACH ANGLE (SEE ANCHOR R9�a SCHEDULE FOR ANY ACCEPTABLE ANCHOR) NOTE: EITHER CONDITION MAY BE TYPICAL FOR EITHER SIDE O CORNER CLOSURE DETAIL P SCALE: 3" • T -O 2 "x2 "x.125 ALUM. ANGLE CONT. 810 x 1/2" GALVANIZED SMS OR 3/16 "0 ALUM. POP RIVET (d) 18" O.C. 1"x 7" x .055" i 1" x 2" x .055" 2" 3" x .055' ; 2" x 4" 055" OR 2" x 5" x .125" AL. ANGLE 810 x 1/2" GALVANIZED SMS OR 3/16"0 ALUM. POP RIVET (ID 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 & NUTS W/ LOCK WASHERS ((D 4" EXISTING STRUCTURE HALF OF® USE MALE OR FEMALE AS REQUIRED O AL A T E CORNE O R CLOSURE DETAIL NOTES: REFERENCE APPROPRIATE COLUMN 1N TABLE 1 BASED ON MOUNTING CONDITION IN FIELD. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. 3. ENTER TABLE 1 WITH NEGATIVE DESIGN LOAD TO DETERMINE MAX. SHUTTER SPAN. 4. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SHUTTER SEPARATION FROM GLASS. MIN. SHUTTER SEPARATION FROM GLASS (SEE SCHEDULE SHEET 51 0.062 THICK RECESSED SILL 3105 -H32 OR 6063 -76 ALUM ALLOY 11/B" BELOW CONCRETE) n 06" z Q.- CC 3 w Of F JW 0 X +-V Q N OALTE RNATE FLOOR MOUNT DETAIL SCALE :3 - . 1' - 1/6" MAX. CXISTING STRUCTURE MIN. 3.000 PSI CONCRETE ONCRETE FASTENER 0 8" 0.C. ANY SCHEDULED FASTENER 15 ACCEPTABLE PRODUCT REVISED complyist with the Node Belding Code Acceptance No Eapi .. Dg o . "r` /•� q7 8 Be Mia. , Dade Oil hioo 00. 8 0 m o W 2 Ou- r mD C I U o0 o C 8 1g 10,17/20021 ccccc 1 03 -87 5 I sheet 5 of 7 ) ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR SCHEDULE SPACING (MOPES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER MAXIMUM I EXIST. STRUC. ANCHOR TYPE LOAD (w) P.S.F. MAX. (SEE NOTE 1) MIN. 2e EDGE DISTANCE MIN. 3R EDGE DISTANCE SPANS UP TO 5' -8" SEEK/7E 1) SPANS UP TO e' -0" (SEE NOTE 1) SPANS UP TO 9' -0" (SEE NOTE 1) SPANS UP TO 13' -1" (SEE NOTE 1) 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 CI SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION Cl SEE NOTE C2 C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 TYPE NOTE 3) C3 C4 CS CONNECTION C1 (SEE C2 TYP4 NOTE 3) C3 C4 C5 CONNECTION Cl (SEE NOTE C2 C3 TYPE 3) C4 CS CONNECTION C1 SEE C2 TYPE NOTE 3) C3 C4 C5 CONNECTION C1 SEE NOTE C2 C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYP 3) C4 C5 ■ 313UNO3 . i) 111111111111111111111111111111V 1 /6 ITW TAPCON W/ 7 -7/4 MIN. EMBEDMENT (MIN. 3,110 psi 45.0 12 12 12 12 7 12 12 12 8 5 72 12 12 7 4 70 5 5 5 3 12 12 12 12 9 12 12 12 10 6 12 12 12 9 5 11 6 6 6 3 57.0 12 12 12 9 6 12 72 12 6 4 11 9 10 6 3 8 3 4 4 12 12 12 11 7 12 12 12 8 5 12 10 12 7 4 9 3 3 5 3 73.0 12 12 12 7 4 10 5 5 5 3 9 4 3 4 7 B 3/ 4 / 12 12 12 9 5 11 6 6 6 4 10 4 4 5 3 9 3 3 5 3 105.0 10 5 5 5 3 8 3 t 8 3 4 B 3 / 4 / 11 6 6 6 3 9 3 3 5 3 9 3 3 5 3 9 3 3 5 3 170.0 8 3 4 4 8 3' 4 8 3 4 8 3 E 4 / 9 33 5 3 9 3 3 5 3 9 3 3 5 3 9 33 5 3 * V W4 - 0 POWERS CALK -IN W/ 7 /a EMBEDMENT I. 1/4 -20 STAINLESS STEEL MACHINE SCREW (M774 3,000 ►u ammoO 45.0 12 12 12 12 9 12 12 12 9 12 12 12 B 12 9 9 5 12 12 12 12 72 12 12 12 12 10 12 12 12 12 9 12 11 11 9 6 57.0 12 12 12 10 7 12 12 12 7 12 12 12 6 12 5 4 4 12 12 12 12 11 12 12 12 12 8 12 12 12 10 7 12 6 6 7 5 73.0 12 12 12 8 5 12 9 9 5 12 6 6 5 12 5 4 4 12 12 12 12 8 12 12 11 9 6 12 8 8 8 5 12 6 7 5 105.0 12 9 8 5 4 12 5 4 4 12 5 4 4 12 5 4 4 12 11 11 9 6 12 6 6 7 5 12 6 6 7 5 12 6 7 5 170.0 12 5 4 4 3 12 5 4 4 12 5 4 4 12 5 4 4 12 6 6 7 5 12 6 6 7 5 12 6 6 7 5 12 6 7 5 45.0 57.0 12 12 12 12 12 12 10 8 6 5 12 10 12 10 12 10 7 5 12 9 12 7 12 6 8 5 B 6 4 4 4 3 4 12 12 12 12 12 12 12 10 12 12 12 7 7 6 4 12 12 9 12 12 9 12 12 7 5 5 5 5 4 3 12 10 8 12 12 8 9 3 3 8 4 6 3 4' 9 7 7 • 5 5 3 4 4' t 0 { 1/6 - • POWERS 2A MAC IN NAIL -ND' MIN. Mm. ],000 PSI. [ONOIEIO 73.0 11 11 11 6 3 8 4 4 4 ' 7 3 3 4 6 4 4 3 / 105.0 8 4 4 L / 6 " 3 ' 6 3 6 3 4 5 3 7 4 7 L 7 r 170.0 ONE 3 ' 6 ; ,� - WWI 6 // % �m '6112112 �9�� 4 ' 7 Via 4 FA 7 "�N 12 12 12 7 7 12 8 " 8 4 ' 8 5 * R ® 1/6 ELCO MALE/ FEMALE - PANELMATE w/ 1 -1/4 MIN. EMBEDMENT 6 1/4 -20 MACHINE SCREW WITH NUT (NIM. ;Boo p.51 COMMIE) 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 6 12 8 4 12 12 12 12 12 12 12 12 12 8 12 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 B 5 11 4 3 12 12 12 12 9 12 12 12 11 6 12 12 12 10 6 12 4 1. 7 4 73.0 12 12 12 10 6 12 8 8 7 4 12 5 5 6 4 11 4 4 6 3 12 12 12 12 7 12 8 8 8 5 12 6 5 7 4 12 4 4 7 4 105.0 12 7 7 7 4 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 8 7 8 5 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 170.0 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 11 4 4 6 3 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 12 4 4 7 4 1/4 (LCD TEXTRON HEX-FLANGE TAPCON/ HEX HEAD TAPCON W/ 1 -3/4 EMBED (Mw. 3.320 PS.L CONOE7E) 45 0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 72 12 12 12 8 12 10 10 9 6 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 8 5 12 4 4. 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 6 73.0 12 12 12 10 6 12 8 8 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 8 7 4 12 4 4. 6 3 12 4 4 6 3 12 4 4 6 3 12 10 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170.0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 45.0 12 12 12 12 11 12 12 12 12 7 12 12 12 11 7 12 8 8 7 4 12 12 12 12 12 12 12 12 12 9 12 12 12 12 8 12 10 10 9 6 1/4 ELCO CRETE FLEX w/ 1-3/47 SIN. EMBEDMENT 0 Aa 4 3.35) Ps4 WI70TE717 57.0 12 12 12 12 8 12 12 12 9 6 12 12 12 B 5 12 4 L 6 3 12 12 12 12 11 12 12 12 12 7 12 12 12 10 7 12 6 5 7 4 73.0 12 12 12 10 6 12 B B 7 4 12 6 5 6 4 12 4 4 6 3 12 12 12 12 8 12 11 10 9 6 12 7 7 8 5 12 6 5 7 4 105.0 12 8 B 7 4 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 70 10 9 6 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 170 0 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 4 4 6 3 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 12 6 5 7 4 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (WI P.5.8. MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 5' -8" (SEE NOTE 1) SPANS UP TO 8' -0" (SEE 601E 1) SPANS UP TO 9' -D" (SEE NOTE 1) SPANS UP TO 13•_1 (SEE NOTE 1) CONNC (SEE 81 C2 TION NOTE C3 TYPE 3) CLICS CONNECTION SEE NOTE C1 C2IC3 TYPE 3 CL C5 CONNECTION C1 TYPE SEE NOTE 3 C2 C3 1C4 C5 CONNECTION C1 (SEE NOTE C2 C3 TYPE 3 C4 C5 000M 1110 3 111111111 3 1111 3 11 7 . 1 WOOD LAG w/ 1 --3/43/4 - MIN. THREAD PENETRATION SMCAR PARALLEL OR PERP 70 W000 GRAIN 45.0 12 12 12 9 7 12 12 12 6 5 12 12 12 5 4 12 9 9 3 3 57.0 72 12 12 7 5 12 12 5 3 12 12 12 4 3 12 5 6 3 �/ / 1 73 12 12 12 5 4 12 9 9 3 3 72 6 6 3 12 5 4 3 105.0 12 9 8 3 3 12 5 L / 3/ 12 5 4 l 3 / 12 5 4 3 170.0 12 5 4 3 r 12 5 4 3/ 12 5 4 3/ 12 5 4 3 cy as I SEE PAGE 7 FOR ANCHOR NOTES I PRODUCT REVISED 09 complying with the PThdId. Bolding Code Acceptance No O - . O & Expiration Dote 8 Dv M' O[i E:OOIIOS lliru)oo z h ttorto 0 2 W z � Y m E SLR la 1 0 2 VJ. KNEZEVICR PR02OXPIN E 7mRO FL Deno I. IMO /t I II MI 0 a... io /17 /zpod [ noVez - v 03 -815 sheet 6 of 7 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR 'TYPE LOAD IW) P.S.F. MAX. (SEE NOTE 1) MIN. r EDGE DISTANCE MIN. 3' 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) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP 70 (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION CI (SEE C2 NOTE C3 TYP. 3) C4 CS CONNECTION (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE NOTE C2 C3 TYPE 3) C4 CS HOLLOW CONCRETE BLOCK ' m. 11117711111111181)))1111)I)111, V4"O N TAPCON W/ 1 /6 / MIN. EMBEDMENT 45.0 12 12 12 7 4 9 9 9 5 3 8 8 8 4 5 3 3 3 12 12 12 8 5 10 10 10 6 3 9 9 9 5 3 6 3 3 3 57.0 10 10 10 5 3 7 7 7 4 A 6 5 5 3 / 4 4 , „ � 11 11 11 6 4 8 8 8 4 4 7 5 6 4 4 5 A 3 73.0 7 7 7 4 ' 5 3 3 © 'E 4 "'z 8 8 8 5 3 6 3 3 3 ' 5 'i 3 5 5 " 3 ' P re 3 rd 105.0 5 An C % "' P 4 ' 'ammo 6 Jneux02 3 170.0 4 JJ „iiI/ "' 4 wawa 4 "( "ice // ens 5 010 3 0 5 „u' ,p P 4 * �/7 45.0 12 12 12 7 5 11 11 11 5 10 4 ] 1Z 12 12 12 7 12 72 12 B 5 12 12 12 7 �LE 7 57.0 12 12 12 6 4 9 9 9 4 8 3 5 12 12 12 9 5 11 11 11 6 4 10 8 9 5 V >� 1/4'• POWERS EN W/ 7/a EMBEDMENT POWERS C•LK- L 1/4-20 STAINLESS STEEL MACHINE SCREW 73.0 10 10 10 4 3 7 4 3/ 6 'A 3/ 5 RAMC 12 12 12 7 4 9 5 4 5 3 8 3 4 10$.0 7 3 3 3 01101/0/ 5 "" r 5 '7,� '�� 7 E 3 4 170.0 $ �"i-I"' 5 "'n 5 T "'� 7 EVAIN/,E/I� /f1'�I 4 7 ER 4 45.0 72 12 12 7 4 8 8 B 5 7 7 7 4 % 5 NW 12 12 12 9 5 9 9 B 8 8 6 3 Al 57.0 9 9 9 6 3 6 6 6 4 A 6 4 5 3 id 4 10 10 10 7 4 7 7 6 5 6 , so 4 pg A A 'rd VIM 3 3 ' 3 P f 1/4"e POWERS NA6- N /1 -1 /3" MIN. EMBEDMENT 73.0 7 7 7 4' 5 3 ' 3' 4 wawa 4 me' 8 8 8 5 3 6 3 3 4 515 5" 3 4 105.0 5 AommA'// /.II 4 1402 "74I� cni'/�L!//./A//. 4 aie 3 a 4 170.0 4 / /A'�Z "� "„ 4 „ 4 'f��AM'TI"AIE 4 'zu' ' / WOE 4 3 3 3 V ri 01 ' 3 ...4....... QBM� -��' 1/4"* ELCO MALE/ FEMALE I-1/4 MIN. EMBEDMENT M/ 1 -V4 MIN. EMBEDMENT SCREW MTH 45.0 12 12 12 9 5 12 12 12 6 11 11 11 5 3 8 12 12 12 10 6 12 12 12 7 12 12 12 6 �� � ' 6 57.0 12 12 72 7 4 10 10 10 5 9 7 8 4 6 a 12 72 12 8 5 10 10 70 .5 9 7 B 5 73.0 11 71 1 1 5 3 B 4 4 3 4 7 3 3 3 / 6 / 12 12 12 6 4 8 4 4 4 ' 7 3 3 4 ' 1D$.D 8 4 4 3 '�' 3 , 6 ora� 6 a mmo ,,..`�+ 8 ��, 6 " 3 170.0 6 '� 'j' 6 on 3 ' 8 6 'J 4 3' 5 45.0 12 12 12 10 5 11 11 11 7 10 10 10 6 3 F, 12 12 12 12 7 12 12 12 9 12 12 12 57.0 12 12 12 8 4 9 9 9 $ 8 6 7 5 �' 12 12 72 10 5 11 11 71 7 R 10 8 9 6 �� ' 7 �/ Mid C 4 4 id HEX-FLANGE TAPCOR/ EX HEAD TAPEDN W/ HEAD EMBED 73.0 10 10 10 6 3 7 4 3 4 6 ' 3 /p ► / 12 12 12 7 4 8 5 4 5 7 3 3 4 105.0 7 3 3 4 '�" 3 a 5 NO 3 ' 5 " 3' : 'wa' 7 4 170.0 5 �'�'a' S / /Ai/ s % / �r / /��/ 7 510132 7 /% 4 / 45.0 12 12 12 10 5 11 11 11 7 10 7 3 3 4 ' 72 12 12 12 7 72 12 12 9 5 72 12 12 8 8 ® 4 4 5 57.0 12 12 12 8- 4 9 9 9 5 8 5 3 12 12 12 10 5 11 11 11 7 4 70 8 9 6 7 4 dAll PZ R 1/4 ELC MIN / EMBEDMENT EMBEDMENT 73.0 10 10 10 6 3 7 4 3 4 A 6 / I 5 // 7 3 8 6 12 12 12 4 5 4 5 3 7 3 3 4 7 7 /AP " 4 4 4 105.0 7 3 3 4 'r"n' 5 " 3 ' 5 " 3 ' EMMEN 7'Z 4 7 170.0 5 A/,0 /ITAN 3 1 5 I%ON 5 0.Z 3 // Q/ ..IA2!'//i///.W411/EIREEVAEIVII 0 0 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 W TABLE 1. PAGE S. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TD SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE MOUNTING SECTION DETAILS 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 15 WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD 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" K 4" IMIN.) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE SOUTHERN PINE G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8. MACH1NE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD. TRUSS MEAD. OR WAFER HEAD (SIDEWALK BOLT). U.O.N. 9. A 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 SMALL NOT EXCEED 8 -1/2" O.C. 12. FOR BUILD -OUT MOUNT SECTION° ANCHOR SPACING SHALL NOT EXCEED 6 O.C. PRODUCT REVISED as empty*, vita1 a Fl6E1h Raiding Code Acceptance No -O Z - . O(( Espintio, Date By M Division de H ro o rg n m n 600 (o.r. 10/11/20021 (. .1 e.. )(.K.. er1 - o 03 -815 sheet 7 of 7 Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -6 -06 -1631 Invoice Number: WS -6 -06 -25263 Applicant: CAROLYNE CADWALLADER Company Name: Owner Address: 339 NE 100 ST MIAMI SHORES, FL 33138 Job Address: 339 100 Street NE Miami Shores Village, FL 33138- Date Thursday, July 20, 2006 07/20/2006 Check Payment Type Check Number 1338 Amount $228.45 Change $0.00 Total Payment: $228.45 Page 1 of 1 ��• 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 i q pry Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No.Y VEJ " ) := 1 PERMIT APPLICATION Master Permit No. FBC 2004 Es Y: Permit Type (circle). Buildin aro\ EElectri P Mechanical Roofing rte �.C3-PJt 04 P hone # Owner's Address 33, ii.E 1 EDo 4 City IM a S State =f- L Tenant/Lessee Name I Phone # Owner's Name (Fee Simple Titleholder) Miami Shores Village Building Department zip ' 313S5 Job Address (where the work is being done) S6a- ✓►'1 &. 3 C210‘...142- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company NameDi \\)e.' e ccx e, 3 C . Phone # 3(D - 1 111 s'_ 0 702 7 Contractor's Address / 51 /VIA) / Si °I S' 4,/ / City tc-'i! State IL Zip 3 3 f (� g Qualifier Name 44110 l,(je Phone # (365) L S - 67,2 State Certificate or Registration No. Value of Work For this Permit $ q / f Scanning $ (, • CD r S . Radon $ Structural Review. $ Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration New ❑ Repair/Replace ❑ Demolition Describe Work: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 24 0 • CCF $ • CO /CC Bond $ Code Enforcement $ Double Fee $ yy 6 Notary $ Training/Education Fee $ t . Technology Fee $ > - Z DPBR $ Zoning $ Total Fee Now Due $ See Reverse side -> CK /33 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Ci_i e wncr or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this3 day of , 20 (7 by ( rt` t 1)e r rib: c ',� j E' day of t 'E, , 20 Y by f ' fl 1 t' 1<. ; d but who is personally known to me or who has produced who is personally known to me or who has produced �� • k As identification and who did take an oath. NOTARY PUBLIC: Vii! b, "' ° ROBIN HEITZ • MY COMMISSION # DO 162273 J ��. W EXPIRES: October 31. 2006 x 4• ECorded mu Mouvy Public Underwriters Sign:, Print: My Commission Expires: (Revised 02/08/06) - APPLICATION APPROVED BY: Signatur NOTARY PUBLIC: Sign2 Print: b i, b r,; Oft t My Commission Expire . as identification and who did take an oath. ROBIN HEITZ pry I r #11 a EXPIRES: October 31 Plans Examiner Engineer Zoning 182273 Public Underwriters ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /1-- %20(2- 4 - S3I o 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: ' 3 /Vi /O0 5i- / 9 3313g- 2. Description of improvement: J/ eee e I f2tl S k t,4-4-ers 3. Owner(s) name and address: ( et e e ✓i. C Lel u 9Q_ ` &) 3 3 j 2© 5-1 ,71/1/ Sher Interest in property: � U- )YLP_C / Name and address of fee simple titleholder: A. 1 !7 4. Contractor's name and address: 5. Surety: (Payment bond required Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner provided by Section 713.13(1)(a)7., Florida Stptptes, Name and address: Iv / 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a difnt date is specified) wner ( ?rlyht eaoUe( Sworn to and subscribed before me this 6 of Signature o Print Owner's Name Notary Public .�'w Print Notary's Name • My commission expires: 123.01 -52 PAGE 4 8/02 c- 0t ba'-4-- En-te_r ?Ptceg Tate. c,- /UL.) )S�I. S+ 04tEs44I 4L S'516 by owner from contrac^ r)f =any)- +� +,' ; .• 1 /V F:. ^ „rrr ;tr�y r-ratth,sa I `f 'r:grnc.l frt.c; rn Phr ()MCI? __ cn y d.:y -. 4 , AD 20 0 Ni �0 —if- -- _ .. Address: 61 NLV 1(o �t' ?t ROBIN HEITZ m h,n.r IARVEY upon wiiunl Notice ,20(YQ. MY COMMISSION # DO 162273 Thru Nor Publ'M Undnrvntlrr 111111111111111111111111111111111111111111111 CFN 20068. X691i o12 OR Bk 24663 F's 3008► flag) RECORDED 06/26/2006 09:23:46 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE f116° serve 1e1��l occtments- be serve a f rcwt /nd County Courts Prepared by 4 )b(o;n 'walk( J _FL, Carolyne Cadwallader 339 NE 100 St Miami shores, FL 33138 41 x 42 prg©MIMM iilt �y 1 Il 5 2000 1✓t� B Y: APPROVE ZO G DE Garage Front Porch bar 1 Shoves Vfill ¢se Wri SUBJECT TO CQ�'NIPLIANC NTH AIL STATE AND COUNTY RULES AND FEGUIATEMZ BL Door No shutter Door No shutter Door No shutter 40 x 44 22 x 55 131 x78 Who 40 x 44 58 x 56 39 x 56 G.3 • • • • • •• • 58 x 55 40x43 58 x 55' • ••• • • • • •• •••• • • 5 gib: • •• •• • •• ••• • • •••• • • • • • • • • • • • • • • • • • • •••• • • • • • •••• • • • •• • Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: g31 /),/,& A p o % Permit No. Opening Description of Window Product Acceptance Product Approval Opening Design Rough Opening Shutter Required Mullion Required Impact ID or Door or Mullion Number Design Pressure Pressure Size Yes / No Yes / No Yes / No ( +) ,PSF ( -) PSF ( +) PSF ( -) PSF / Idloeloo 0 2— olwo,S.r~ r 131 f - P3- Q S6 s6 3 5cs* 4"S y .ye xy3 6 6 X SS A 347X - 1 >c sd g .yo n 465, 1 o ,�2X 6'5" 92 6 If V .,/ 41 X 4i2 .••• • • • •. . • •••• . •• • •••• •. • • •• - •••• • •• • • . . •••• • • ••• •• •• • •• •• • . ' - -- • • • • 1 •• 1 -••• •••• • • • BUILDING CODE COMPLIANCZ OFflCE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Guardian Hurricane Protection Products, Inc. 7211 N.W. 79 Terrace Miami, Florida 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is 'determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. • This product is approved as described herein, and has been desiened to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: HT - 100 / Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 03 -814, titled ".HT 100 Accordion Shutter ", sheets 1 through 7 of 7, prepared by Knezevich & Associates, Inc., dated October 17, 2002, last revision #1 dated December 4, 2002, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and the following. statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERAIINATION 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 otherpurposes shall automatically terminate this NOA. Failure to comply . with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the, expiration date may be displayed in advertising literature. If any portion of the,NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 02- 0605.07 & consists of this page 1 & approval.document mentioned above The submitted documentation was reviewed by Helmy A. Makar, P.E. ��- ,94 08/-7/ MIAMI -DADE COUNTY, fj,ORIDA VI O -pAI?E f L.'4'GC6R EtU1LDtNG 140 W t 417:1;1'E 1603 MIAMI,'PLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 • .. • . .. . . .... • • .. ..... . . . . • .... • .. ... • • • ... • • • .. .. • .. ••• .. • • • • • • • .. • • • • • ••• .. NOA No 03- 0717.01 Expiration Date: 08/24/2008 Approval Date: 08/27/2003