The URL can be used to link to this page

RC-09-1027Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 117238 Permit Number: RC -6 -09 -1027 Scheduled Inspection Date: July 15, 2009 Inspector: Bruhn, Norman Owner: WILLIS, ELLEN Job Address: 187 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Addition/Alteration Phone Number Parcel Number 1132060132071 Building Department Comments BATHROOM REMODEL AND REPLACE BATHROOM WINDOWS Inspector Comments Passed � 2./(p.19,7 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 14, 2009 For Inspections please call: (305)762 -4949 Page 6 of 16 Miami Shores Village Building Department to050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 lye JUN 17 209 A) Perm ft No. g& OHO21 Master Permit No. Permit Type (circle): Buildings Roofing p Owner's Name (Fee Simple Titleholder) ELL, 1� . LLl _ Phone # ?j � �� 03 3 Owner's Address `3 "i �t E 10 p S City 14 (44) t-1( 5 Ho e_ . state zip 3 3 l 3 g Tenant/Lessee Name Phone # Job Address (where the work is being done) t A ia.c... City Miami Shores Village County Miami -Dade Zip 3 3 13'8' FOLIO / PARCEL # f l — 32_06 ---D-13 11 Is Building Historically Designated YES NO Contractor's Company Name li/A 09)/q Contractor's Address City Qualifier Name p0ie@ State Certificate or Registration No. Phone # 4///9 State /1/ /j1 Zip NJ/ Phone # Certificate of Competency No. fvI j�j Architect/Engineer's Name (if applicable) g/r,► Phone # CO of Work For this Permit $ Square / Linear Footage Of Work: 'S,G 10 (-43.Kci, Typ of Work: A dition ❑Alteration :New �Repair/Replace ❑ Demolition �� ✓� s1J Describe Work: "Z' hl L t. ' Q f s r ' r r o , . ( : a k \/ 1St a K 2.7 34,44 dal.") CL � �', I O ,► j PI d a l paid fl b d a t, 1-,./4544)) ' blink; P,On ,,di 11 gb/ ��''b J '�11 D I�el J►, r./r) (/,�w ))1 f�w� A Ae %✓UL" bl n t /i 4,- 6,;(j 1.3 t eLGSL �n 5 �w� � v O �� Submittal Pee $ ' Ifs' Permit Fee $ / Q CCF $ Y' CQ1CCr -- Notary $ 5'00 Scanning $1..00 Radon $ DPBR $ Training/ Education Fee $ Technology Fee $ '641S Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Nqw Due $ ci,49 eL, See Reverse side -4 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 i Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 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. day of n L ,206, by My Commission Expires: 2- - 2.1 1`2- Sign: Print: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: (Revised 07/10/07) ‚o7 Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 IC- • to V1 Inspection Number: INSP - 117262 Permit Number: PL -6 -09 -1028 Scheduled Inspection Date: July 13, 2009 Inspector: Levrock, James Owner: WILLIS, ELLEN Job Address: 187 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132071 Building Department Comments PLUMBING WORK FOR BATHROOM REMODEL Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until • re- inspection fee is paid. 1..1.. 4n 0nn0 For Inspections please call: (305)762 -4949 13....em 4 4 ,.i 7C Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING Owner's Name (Fee Simple Titleholder) ) 1'_''(\% t 1l, s Owner's Address 4-A City { J \ trrv.,0 o State Tenant/Lessee Name .J1 \A Email ,iJ p 1-MMEEVEirii JUN 1 7 2009 fig Permit No. PI O i1 100c Master Permit No. 09 - I RV Phone # '30 -15-1, END 4w Zip 2' \ 3 Phone # 1 p Job Address (where the work is being done) \ City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # ) O 6 — Q ,3 �- 0 ') Is Building Historically Designated YES NO Contra \Company Name Contractor's Addres City Qualifier Name Phone # Flood Zone ys.), Phone # State Z. State Certificate or Registration No. Contact Phone E -mail ificate of Competency No. Architect/Eng eer's Name (if applicable) Phone # Value of Work For this Permit $ o2.0 (' 0 Type of Work: ❑Addition Describe Work: ['Alteration Square / Linear Footage Of Work: Syr Ma' / e ['New R Repair/Replace ❑ Demolition *************************************** Fr*********** s * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 0 • 40 Technology Fee $ —1 • is • Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 54.n • Submittal Fee $ Permit Fee $ Notary $ S ` Training/Education Fee $ CCF $ 90 CO /CC See Reverse side 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 mast 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 1 _ _ 5- -;-- -Q Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this (p The foregoing instrument was acknowledged before me this___ day of ia.—Ice , 20 09, by Le.--N &u (L L C 5 , 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: NOTARY PUBLIC: Sign: Print: My Commission Expires: Sign: Print: My Commission Expires: APPLICATION APPR (Revised 07/10/07) Engineer Zoning Clerk checked Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 117270 Permit Number: EL -6 -09 -1029 Scheduled Inspection Date: July 13, 2009 Inspector: Devaney, Michael Owner: WILLIS, ELLEN Job Address: 187 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number Parcel Number 1132060132071 Building Department Comments ELECTRICAL WORK FOR BATHROOM REMODEL Inspector Comments Passed ■ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 D.,..e �7..F 7G Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type; ELECTRICAL Owner's Name (Fee Simple Titleholder) t 1 1 \ 5 1 11 5 Phone # y ri s , 3 Permit No. tijle79MEWUril JUN 17 200 BY:veo C 9 Master Permit No. Owner's Address City ii\iSf■r% S'\1 State P Tenant/Lessee Name W \ la Email WI '0 Zip 33130 Phone # Job Address (where the work is being done) 1 * l N % b 044% City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # \ \ —VIOL — o .i S Is Building Historically Designated YES NO Flood Zone jN))10 Contractor s om a Phone # Contractor's Address City State ip Qualifier Name Phone # State Certificate or Registration No. Contact Phone E -mail Architect/Enginee ' `ame (if applicable) Phone # Value of Work For this Permit $ 6 d d Type of Work: DAddition ['Alteration Describe Work: Square / Linear Footage Of Work: 3-0 $f r0fled )cifk ONew 14 Repair/Replace , D Demolition Submittal Fee XJ' DO Permit Fee $ /6027 Notary $ J O 0 Training/Education Fee $ Q' Scanning $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ 13a 'oJ0 Radon $ ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** atto CCF $ DPBR $ CO /CC $ Technology Fee $ 4.4 Bond $ See Reverse side —� 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 FT.RCTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOIT FRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFJ■11)AVIT: 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 COM1VIENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also; a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this t 1 The foregoing instrument was acknowledged before me this day of Ica,. mot' ' , 200 9 , by (' i IAA ✓ , day of , 20 _, by who isgpersonally 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 P LIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: STEVEN WATSON MY COMMISSION # PO 758455 EXPIRES: February 21, 2012 ,jfi,bi Banded nw Noy+Pubic unaenders 4 _. ***************************************:****:*******:*: ******** * * * **** ** ** ** *** * *** **: P. SYt /�' gr411".'a Plans Examiner Zoning Sign: Print: y Commission Expires: Engineer Clerk checked (Revised 07 /10 /07XRevised 06 /10/2009) MIAMH AP COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Yale Ogron Windows and Doors, Inc. 8130 N. W. 74th Avenue Medley, FL 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 pur poses. 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 Nfiami -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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2500 Aluminum Single Hung Window — L.M.L APPROVAL DOCUMENT: Drawing No. W05 -37, titled "Series 2500 Alum Single Hung Window (L.M.L) ", sheets 1 through 5 of 5, dated 07/26/2005, with revision B dated 107/16/2007, prepared by Al Farooq Corporation, dated 12/13/2007, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Mrarni 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 MimHe Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 bas 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 NOA # 0 5- 0810.04 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MLAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MAW, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.inhunidade.aov/buildhiacode ' NOA No 01.829.02 Expiration Date: December 01, 2010 Approval Date: January 10, 2008 Page 1 Yale Ogron Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05 -37, Sheets 1 through 5 of 5, titled "Series 2500 Alum. Single Hung Window", prepared by Al-Farooq Corporation, dated 07/26 /2005, with revision B dated 107 /16/2007, prepared by Al Farooq Corporation, dated 12/13/2007, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5250, dated July 30, 2007, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202 -94 Along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -04- 1419A, dated Jan. 20, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA# 05-0810.04) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -04- 1419B, dated Jan. 21, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA# 05- 0810.04) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated August 03, 2007, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). iwit J D.GasconP Chief, Product Control Division NOA No 07- 0829.02 Expiration Date: December 01, 2010 Approval Date: January 10, 2008 E -1 Yale Ot~ron Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CER1 ICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Salle' IIIG Clear or colored interlayer" dated 05/04/2006, expiring on 05/21/2011. F. STATEMENTS 1. Statement letter of conformance, no financial interest, independence and compliance dated August 03, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of conformance by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5250, dated July 31, 2007, signed and sealed by Carlos S. Rionda, P.E. 2. Statement letter of conformance and independence by Hurricane Engineering & Testing Inc., Test Report No. HETI-04-1419A and HETI- 04-1419B, dated January 21, 2005, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA# 05- 0810.04) G. OTHER 1. Notice of Acceptance No. 05- 0810.04, issued to Yale Ogron Windows and Doors, Inc. for their Series "2500 Alum. Single Hung Window", approved on 12/01/2005 and expiring on 12/01/2010. E -2 Jaime D. Gascon Chief, Product Control Division NOA No 07- 0529.02 Expiration Date: December 01, 2010 Approval Date: January 10, 2008 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ! ! Jh i!ML II 1' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /SH. OR S.H. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDIT1ON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHAD. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDmONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 1.0AD DURATION INCREASE 11,1 ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 37° FALSE MAX. TYP. gMpUpNIINpS (SURFACE UT USED 8° CORNERS VENT WIDTH 53 1/8' FALSE pMpUN�TINS (SURF MAY SE USED WINDOW WIDTH 30 1/4° O.L. OPG. (FIXED) 14 3/8° MAX. NEAD /SILL TYPICAL ELEVATION TESTED UNTTS 48 3/4' D.L OPG. 61' VENT WIDTH 3° MAX. TYP. AO/all CORNERS LAMINATED GLASS LARGE MISSILE IMPACT ErAin D#. STRUCI SJN P 0OO R.A. PE 18587 CA.N. NM I 9 2007 y; ^.nn... r REVISED VISED as c:; ;: .ry w. i3, the Fbtida 8ui :, •'.ouo Purace EQUAL MSS WINDOWS DESIGN LOAD CAPACITY - PR WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD 'H' WSTH HEIOFO' EX►.( +) 1NT.( -) EXT.( +) 1N1'.(-) 19 -1/8' 70.0 90.0 70.0 90.0 26 -1/2' 70.0 90.0 70.0 90.0 37" 26' 70.0 90.0 70.0 90.0 42' (3) 70.0 90.0 70.0 90.0 48' 70.0 85.4 70.0 90.0 53 -1/8' 70.0 78.0 70.0 90.0 10 -1/8' 70.0 , 90.0 70.0 90.0 28 -1/2' 70.0 90.0 70.0 90.0 37' 38 -3/8' 70.0 90.0 70.0 90.0 42" (4) 70.0 81.5 70.0 90.0 48' 70.0 73.0 70.0 90.0 53 -1 /8' 87,0 87,0 70.0 90.0 19 -1/8' 70.0 90.0 70.0 90.0 28-7/2' 70.0 81.4 70.0 90.0 37" 80 -5/8' 84.2 84.2 70.0 90.0 42' (4) 58.3 58.3 70.0 90.0 48" 52.5 526 80.0 65.0 53 -1/8' 48.4 48.4 60,0 85.0 19 -1/8° 74 -1/4' 70.0 90.0 70.0 90.0 28 -1/2' (6) 70,0 63.1 70.0 90.0 37° 58" 60.0 68.0 70.0 90.0 42' (5) 60.0 60.2 80.0 85.0 48' 54.6 54.5 80.0 85.0 53 -1/8" 50.3 50.3 80.0 85.0 19 -1/8' 70.0 90.0 70.0 90.0 28 -1/2" 70,0 90.0 70.0 90.0 3Y 83' 70.0 72.8 70.0 90.0 42' (8) 60.0 65.0 80.0 85.0 48' 80.0 80.2 80.0 85.0 53 -1/8' 53.3 53.3 Boa 65.0 19 -1/8' 70.0 90.0 70.0 90.0 26 -1/2' 70.0 74.8 70.0 90.0 37' 74 -1/4° 88.4 58.4 60.0 85.0 42' (8) 53.4 53.4 60.0 85.0 48' 48.6 46.8 80.0 68.0 83 -1/8' 45.2 45.2 80.0 65.0 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMS. ANCHORS METHOD 'A' ANCHORS METHOD 'A' PET FLAP .010"x98" IN SILICONE UNEQUAL LITBS (ORIEL TIMES) WINDOWS DESIGN LOAD CAPACITY - PEP WINDOW DIMS. ANCHORS METHOD 'A' ANCHORS METHOD 'B' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) TNT.( -) 19 -1/8' 70.0 90.0 70.0 90.0 28 -1/2' 70.0 80.3 70.0 90.0 37' 50 -5/8' 83.2 63.2 70.0 90.0 42" (4) 57.5 57.5 70.0 90.0 48' 51.9 51.9 70.0 90.0 53 -1/8' 47.9 47.9 70.0 81.9 18 -1/8" 70.0 90.0 70.0 90.0 28 -1/2' 70.0 52.2 70.0 90.0 37' 89" 83.9 83.9 70.0 90.0 42' (5) 58.4 58.4 70.0 80.0 48' 52.9 52.9 70.0 80.4 53 -1/8" 49.0 49.0 70.0 72.4 19 -1/8" 70.0 90,0 70.0 90.0 28 -1/2' 70.0 90.0 70.0 90.0 37" 83' 70.0 70.1 70.0 90.0 42' (8) 83.9 83.9 70.0 83.7 48" 58.0 58.0 70.0 74.9 19 -1/8' 70.0 90.0 70.0 90.0 28 -1/2' 74 -1/4' 70.0 74.2 70.0 940 37' (6) 55.5 56.5 70.0 73.1 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. 1/8' ANN. GLASS 080 POLYESTER INIERLAYER SAFETY -PLUS 8 BY (HASSLAM 7/8' ANN. GLASS GE 2800 1 PET FLAP .010' X 5/8' EMISEDED IN SSI000NEEE 1/8' ANN. GRASS .090 PV8 INTERL4YER SAFLEX WO BY 'SOLUTIA' 1/8' ANN. GLASS if w GEE gg FOAM TAPE FOAM TAPE LAZING OPTION$ NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM Et 300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 HUYMY0UN FM000 Fu0 NA.NA. 3539 DEC 1 3 2007 PrQ:71IcTRI1VISBD ea c mvT.,Tas wiib tbePlaids 0uUwoa Coda Aaaaptuax No 0 0' 1 1 drawing no. W05 -37 (wheat 2of 5 ) SEE >7 fl+ TYPICAL 4 S W000 BUCK STRUM TYPICAL ANCHORS #14 SMS 14 PI ELEVS. FOR SPACING I IMUWONADE COUNTY ANCRO I I MUWON & MUWON ANCHORS SEE SEPARATE NOA J TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO BOTTOM LATCH WOOD BUCKS AND METAL STRUCTURE NOT BY YALE OGRON MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV, FOR SPACING .3/18" OR 1/4" TAPCON3 (SEE SHEET 2 FOR USE OF 3/18" TAPCONS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 814 SMS OR SELF DRILUNG SCREWS (GRADE 8 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T8 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1O SMR OR P ORI t NC SCREWS INTO MIAMI —DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY ® 1 -1/4" MIN. INTO WOOD STRUCTURE 3/4" MIN. INTO METAL STRUCTURE m 1/2" MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM8888. WEEPHOLES; W1 3/4" WEEP NOTCH AT EACH END TYPICAL ANCHOR 1/4" TAPOONS SEE ELM FOR SPACING STRUCTURES ° CAN. MGT PRODUCT REVISED --- es comet fag with Ow Fla!lda ;os Coda .m.-n nca No DEC 1 3 2007 Q0 METAL STRUCTURE 1YPIGLL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY 1/4" MAX. SHIM �f APPIN O MULLION SEE SEPARATE HOW TYPICAL ANCHORS SEE EELEV. FOR SPACING fit WINDOW WIDTH VENT WINDOW WIDTH ITEM 4 PART 4 RIM DBBCRTPTION MATED.1. MANP./SCPPIJ R/PXMAREB 1 YE -189 1 FRAME HEAD 8083 —T5 — 2 YE -187 1 FRAME SILL 8083 -75 — 3 YE -102 2 FRAME JAMB 8083 -75 — 4 YE -182 1 FIXED RAIL 8063 -78 — 6 YE-151 1 VENT TOP RAIL 8083-75 — 8 YE -188 1 VENT BOTTOM RAIL 8083 -78 — 7 YE -920 2 VENT JAMB 8083 -78 - 8 - AS READ. GLAZING BEAD ALUMINUM ROLL FORMED 10 — 2/ VENT BLOCK k TACKLE BAIMCE — - 11 YH -811 AS REQ0. BULB VINYL PVC SIMILE 12 TH -810 AS REDD. BULB VINYL PVC SINGLE 13 YH -509F AS RECD. PILE— SCHLEGEI..187 X .230 — RN SEAL (DOUBLE) 14 YH -804 2/ VENT VENT LATCHES NriON /CELCON AT 11" FROM ENDS 14A YH- 818 2/ VENT CAM LOCKS ZAMAK AT 11' FROM ENDS 15 410 X 3/4' 8 FRAME ASSEMBLY SCREWS CR9 PLATED, PH SM8 18 48 X l" 2 FOXED RAIL SCREWS CRS CAD PLATED. PH DAS 17 j8 X 1 -1/4" 4/ VENT VENT ASSEMBLY SCREWS CRS CAD PIXIED, PH SMS 18 !87893 1 REINFORCING BAR (.527 X .312) STEEL — 1BY W000 BUCKS 1/4" SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 2 FOR CAPACITY TYPICAL SEE ELEV. SPACING SEE SHEET 2 FOR CAPACITY WIN "•, WIDTH SCAN. 3838 PE DEC 1 3 2007 `:.o7UCT R[3V1SBD ce etsm;gLi0 with the Flosid8 tead:n8 Code Aosers4mw V� S Division drawing no. W05 -37 Cahoot 4d+,5) VENT BOTTOM RAIL 1.070 1.128 .066 .812 687 FRAME SILL FRAME JAMB 3/4' WEEP NOTCH AT EACH END OF SCREEN RETAINING LEG S.H. FRAME CORNER DETAIL to kr S.H. VENT CORNER DETAIL Ertgri OR.Sra FAR= CTURESS RA PE / IEES7 CAN. 35M DEC, 1 3 200/ - .,:t'f 'SiVISED r .:;•; °; wilt dm Florida ... ^.tarmallo0 Ex -' Division I drawing no. W05 -37 (sheet 5 o 5 ) VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: t_L€ tJ 4 LL t 5. ADDRESS: 1 g 1 t oc s DATE: 1`1 3-1.4 ` kC- 0 9 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to .be clone by a licensed contractor. You have applied for a permit under an exception, to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family reaidbnce. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale•or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemptions. You may not hire an unlicensed person as it contractor. It is your responsibility to make sure the people employed by you have licenses required by state law.and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.LC.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, .buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 hold title to the above property and 1 am planning on doing this construction Myself. Initial I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. •Inactive permits for a period of over 180 days will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit, Initial :r•� 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial �Z , 4. I, understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial E 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial E.3 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial, 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. -And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do . any Electrical, Plumbing, Heating, Air & Roof work on my property with out first o btaining the proper permits by licensed contractors. Initial . ,,,).. J Was acknowledged before me this f I day of Ike / , 2009 w,doi. was Produced there License or .3.3 who was personally known to me or who has OWNER identification. NOTARY FLO g1DA N OF ��,0c'!ia i,D7i7923 a t c`1" FnSt?. 23, 2011 1ic ;VD tad -0‹ /Kt) -fi33c iUti 10O}A'5- `fYl \ ern\ S1r10 '- ► P1 3313 Pa. itivio` 11 1/16 tvt 0)01 REPLACE L a'141 An. BATH fi'b TOILET VANITY /S) ✓v5 94011 IV ) C »aao v 1 c, +11 r- oft) IJpIts but.) -4U 4o ad m Pi ,i* 1J011s. Clefli "5 1:105A-A\ BEDROOM BATH BEDROOM DINING KITCHEN GARAGE BATH Q 0 N 102 LAUl B SH RES VILL'SF APPROVED BEDROOM c) ti's DATE 1-4 I R LIVING ROOM-- ME'hA;iti,� MG. 1 SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS •• ••• • • • • • •• • • • • • • • • • -- •...• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • - • • • • •• •• • ••• • • V Re So • r, • • •• • •• • • 00 • • • • • 0016 00 • • . • . • • 0 00 • . • 00 *00 00 • • ••• • • •• • • • • • • • • •• • • •• • • * • • • •• 0 • • • • • •• • ••• • • • • • • • • • • • • • • ••• • • • •• •• • • • •• •• • • • ••• • • • ••• <f date project page 1 S cALL. N Two,, rol u--- Wilk) V Y 41 _a) 5 TALL N S W T- tdar- 'rO1f.eT t IN AsTALLitsmi _FAuzzors 11) 1 N.) sTALL-LNTA_______csAAM - N A,�.l.- _KO TV 13 V P F t OM TOP OF TUB \tALF.._ w ILL 6E _a__:__L. w •F1 xTugs.5 , acs. E. \I 1 LLL� N o T cam. AdVoso 7 o419C- co oArr azokit -a L) ' Rte. A Ai w D0vI 1 S S / FRo M k.00i2 ro an L' V of N t-r l.1 -�- $orryrat�l MMEMINIMMV Mg M1I'h 1 I IMMUM 1 mmorm mm zammest. .I_ I` HO sm.= WM mamma m u ORINIMUMBOI MIMMEMI JMNOIREPre 6' ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tdbuta Area • Ft 40 45 5Q 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 0 -15 ft -50.4 +46.5 - 492 +45.2 -48.3 +44.4 - 47.6 +43.7 -47.1 +43.1 116.6 +42:7 -46.2 +42.3 '-46.9 +41.9 +45.5 +41.6 0 -15ft - 622 +48.5 -59.8 +45.2 -58.0 +44.4 -56.7 +43.7 -55.6 +43.1 -54.6 +42.7 - 53.8 +42.3 -53.1 +41.9 52.5 +41.6 18 ft -51.1 +47.1 -49.8 +45.9 -49.0 +45.0 - 48.3 +44.3 - 47.7 +43.7 - 47.3 +43:3 - 46.8 +42.9 76.5 +42.5 46,2 +422 16 ft - 63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 -56.3 +43.7 -55.4 +43.3 -54.6 +42.9 -53.9 +42.5 -53.2 +42.2 18 ft -52.4 +48.3 51.1 +47.0 502 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 48.0 +43.9 »47.7' +43.6 -47.3 +43.2 18 ft -64.6 +48.3 - 82.1 +47.0 - 60.3 +48.1 58.9 +45.4 -57.8 +44.8 -56.8 +44.3 -55.9 +43.9 -552 +43.6 -54.5 +43.2 -53.5 -522 -51.3 -50.6 -50.0 -49.5 49.1 -48.7 -48.4 - 66.1 -63.5 -61.6 -602 59.0 -58.1 57.2 56.4 -55.8 20 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +442 ft +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 -54.6 -53.3 -52.4 -51.6 - 51.0 50.5 -50.1 49.7 -49.4 - 67.4 -64.8 -62.9 - 61.4 -602 -592 - 58.4 57.6 -56.9 ft +50.4 +49.0 +48.1 +47.4 +48.8 +46.3 +45.8 +45.4 +45.1 ft +50.4 +49.0 +48.1 +47.4 +46.8 +46.3 +45.8 +45.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 51.5 +47.1 51.0 +46.7 50.6 +46.3 -50.3 +45.9 24 ft 58.7 +51.3 - 66.0 +49.9 - 64.1 +49.0 -62.6 +48.2 51.4 +47.6 -60.3 +47.1 59.4 +46.7 58.7 +48.3 -58.0 +45.9 26 ft 5.6 +52.2 552 +50.8 -542 +49.8 -53.5 +49.1 52.9 +48.4 -52.3 +47.9 -51.9 +47.5 51.5 +47.1 51.1 +46.7 28 ft 59.8 +522 - 67.1 +50.8 -65.1 +49.8 - 63.6 +49,1! -62.4 : +48.4 -81.4 +47.9 -60.4 +47,5 -59.6 +47.1 -58.9 +46.7 - 57.5 56.1 -55.1 -54.3 -53.7 -53.2 -52.7 52.3 51.9 -70.9 - 68.2 - 662 - 64.5 - 63.4 -622.3 -61,4 -60.6 -59.9 28 ft +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 28 ft +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -58.3 +53.8 -56.9 +52.3 -55.9 +51.3 -55.1 +50.8 -54.5 +49.9 - 53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 30 ft -72.0 +53.8 -69.2 +52.3 -67.1 +51.3 -65.6 +50.6 -64.3 +49.9 - 632 +49.4 - 62.3 +48.9 -61.5 +48.5 -60.7 +48.1 -59.1 -57.7 56.7 -55.9 -55.2 - 54.7 -54.2 -53.8 -53.4 -73.0 -70.1 - 68.1 - 86.5 -65.2 -64.1 ;-63.1 - 82.3 -61.6 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 32 ft +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 59.9 -58.4 57.4 -56.8 -55.9 - 55.4 54.9 54.5 -54.1 -73.9 -71.0 -68.9 -67.3 56.0 ; 54.9 -64.0 -83.1 -82.4 ft +552 +53.7 +52.7 +51.9 +51.3 +50.7 +50.2 +49.8 +49.4 ft +552 +53.7 +52.7 +51.9 +51.3 +50.7 +502 +49.8 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 -58.1 +53.3 -57.3 +52.5 - 56.6 +51.9 56.1 +51.3 55.6 +50.8 - 55.1 +50.4 54.8 +50.0 36 ft -74.8 +55.9 - 71.9 +54.4 - 69.8 +53.3 58.1 +52.5 -66.8 +51.9 -65.7 +51.3 -84.7 +50.8 -633.9 +50.4 53.1 +50.0 -61.3 -59.8 -58.7 -57.9 -57.3 -56.7 -562 -55.8 -55.4 -75.7 -72.7 -70.6 -68.9 -67.6 -66.5 - 65.5 -64.8 53.8 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 56.4 -56.0 -76.5 73.5 -71.3 -69.7 -68.3 -672 -66.2 - 65.3 -64.5 40ft ,,57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 '+51.5 +51.1 40 ft +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 42 ft -62.6 +57.7 -61.1 +56.2 50.0 +55.1 592 +54.3 -58.5 +53.6 -57,9 +53.0` -57.4 +52.5 57.0 ; +52.1 -56.$ +51.7 42 ft -77.3 +57.7 -74.2 +562 -72.1 +55.1 -70.4 +54.3 -69.0 +53.6 -67.9 +53.0 - 66.9 +52.5 - 66.0 +52.1 -652 +51.7 44 ft -632 +58.3 -61.7 +56.7 - 60.6 +55.7 59.7 +54.8 59.1 +54.1 58.5 +53.5 -58.0 +53.0 -57.5 +52.8 57.1 ' +52.2 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 59.7 +54.1 -68.5 +53.5 57.5 +53.0 56.6 +52.6 55.8 +52.2 -63.8 4121811 59.0 58.5 58.1 •-67.7 78.8 -75.7 -73.5 -71.8 -70.4 692 68.2 67.3 66.5 cop +58.8 3 +54.0 +53.5 '+53.1 +52.7 46 8 +58.8 +57.3 +562 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 • • •• • • -64.4 - 82.8 8016 59.6 - 59.0 58.6 582 -79.5 -76.3 -74.1 -72.4 -71.0 - 69.8 -68.8 -67.9 57.1 48 ft• ,59.4 +tf6• +55.8•� +54.5 +542 +53.6 +53.1 48 ft +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 • 80.1 -59.5 -59.1 -58.7 802 -77.0 -74.8 -73.0 -71.6 -70.4 89.4 68.5 87.6 +572 57. E 3 +55.0 +54.5 +54.0 `+53.8 50 ft +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 • 65.5 63.9 62.8 51.9 60.6 50.0 59.6 59.2 8 -77.6 -75.4 -73.6 -722 -71.0 69.9 119.0 682 • ,%24t, +60.4 • : 8 +57.8 +56 8• +55.4 +54.9 +54.5 +54.0 52 ft +60.4 +58.8 +57.6 +56.8 +58.1 +55.4 +54.9 +54.5 +54.0 • 56.0 •64.41 6 2 . 4 • 61.0 50.5 60.1 59.8 54 ft 81.5 -78.3 -76.0 -742 -72 8 -71.6 -70.5 139.6 58.7 +60.8 +592 +572 +55.9 +55.4 +54.9 +54.5 +60.8 +592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +54.5 • 56.5 * 4 4 9 e • 4 4 3 7 - 6 2 4 a -61.5 51.0 -60.5 50.1 82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 59.3 +61.3 +39.7 . +38.5 +57.7• E5 +56.3 +55.8 +55.3 +54.9 ft +61.3 +59.7 +58.5 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 • 62.4 51.9 61.4 51.0 83.3 80.0 -77.7 -75.9 -74.4 -732 -72.1 -71.1 -70.3 • -67.5 +622 -65.9 +60.6 +57.1 +56 6 +56.1 +55.7 50 ft +622 +60.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 • I • • • •• •• .o m z (A • WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES" FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED', FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR. BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH I5 TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 -'FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp4= +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0,85 DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRIC.ANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL, LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 1 ® 1- ELEVATION 1 WALL ZONE FIGURES METRIC PEAK ROOF HEIGHT MEAN ROOF HEIGHT REMARKS KNIT ISSUE REVISE FOR 07 FBC DRWN CL TSB CHKD FLB FLB DATE 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED @J WHOLE OR PART WRHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIRCATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 P11: (954) 354 -0660 FAX: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 M1AM1•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) TRACO Security Windows & Doors, Inc. 71 Progress Avenue Cranberry Township, PA 16066 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode 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 Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Series "Coastal -240" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 05 -TRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant ", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 theawrifoc4urpr o= its jii4tributors and shall be available for inspection at the job site at the request of the Buildint Offic"dl.• • • ' • • • This NOA revises and supersedes NOA # 05- 0930.03 and consists of this page 1 ante &d�na i:a � -1�and E -2 • as well as the approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. 6,1.—r---446*(‘ •• • • ••• • • • • • . • • • • • • • • NOAS No 06sW 21:11 xpiustion•I)ate: parch J7; 2 ®1? Approval Dated November 22, 2007 Page 1 ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT MD A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 05 -IRA -0003, titled "Coastal -240 Single Hung Window Large Missile Impact Resistant", sheets 1 through 3 of 3, prepared by Frank L. Bennardo, P.E. Consulting Engineer, dated 01/13/2003 with revision "3" on 10/23/2006, signed and sealed and dated 10/08/2007 by Frank L. Bennardo, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab. of South Florida, Test Report No. ATL- 0713.01 -99, dated 10/07/1999, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. With addendum letter dated 2/23 /2000, signed and sealed by William R. Menner, P.E. (Submitted under NOA# 05- 0930.03) 2. Test reports on 1) Air Infiltration Test, PA 202 -94 2) Uniform Static Air Pressure Test, Loading PA 202 -94 3) Water Resistance Test, PA 202 -94 4) Large Missile Impact Test, PA 201 -94 5) Cyclic Wind Pressure Loading, PA 203 -94 6) Forced Entry Resistance, PA 202 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2363, dated July 22, 1999, signed and sealed by Jose D. Mitrani, P.E. (Submitted under NOA# 05- 0930.03) C. CALCULATIONS: 1. Revised Anchor calculations and structural analysis, prepared by Frank L. Bennardo, P.E. Consulting Engineer dated 10/08/2007, signed and sealed by Frank L. Bennardo, P.E. Complies with ASTM E 1300 -98/ 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCC•° •• ••• • • • • • •• • • *1 • • ••• • •• • • • • ••.... • • • •• E -1 Jaime D. Gascon, P.E. • • • Chief, Prodict"Vntro vi4Ph• :' • : : • J4OAANo f )6 G1 14: • •ExpirationRale: march f,•209,,• Approval Date: November 22, 2007 ••• • • • • ••• • • • • • 0 • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • 11 •• 000 • • • 000 • • TRACO Security Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATION: 1. Notice of Acceptance No. 04- 0721.01 issued to Elco Industries, Inc. for "Tapcon Concrete Anchors" dated 03/09/2006 expiring on 01/08/2011. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex HIG Clear or colored Inter layer" dated 05/04/2006, expiring on 05/21/2011. 3. Notice of Acceptance No. 05- 1208.02 issued to E. I. DuPont DeNemours for "Laminated Glass with Butacite® as Interlayer" dated 01/06/2006, expiring on 12/11/2010. E. STATEMENTS: 1. Statement letter of conformance and no financial interest 09/02/2005, signed and sealed by Frank L. Bennardo, P.E. (Submitted under NOA# 05- 0930.03) G. OTHER 1. Notice of Acceptance No. 05- 0930.03, issued to TRACO Security Windows & Doors, Inc. for their Series "Coastal- 240" Aluminum Single Hung Window — Impact Resistant, approved on 03/23/2006 and expiring on 03/17/2008. •• ••• • • • • • •• • • • • • • • ••• • ••• • • • • • • • E -2 Jaime D. Gascon, P.E. • • • CJ%f, Prod44ctc•antrol•Dlyis h• • • • • 4OANo 9611,414.4; • •Expi atlon hide: ?March 11,•20V• Approval Date: November 22, 2007 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 5/16° LA /C /S O --�-N JANB CORNERS i 6 9 °MAX. AT HEAD /SAL 47 1/8" D.LO. (VENT) 501/4" VENT WIDTH 535' MAX. WINDOW WIDTH TYPICAL ELEVATION 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PVB 1/8" ANN. GLASS SAICONE DOW CORNING 1199 OR GE STRUCTURAL iNE (GE RG57700) ,,,,,., 8. MAX AT JAMBS 1 r MAX (TIP AT MTG RAIL) SEE IAMB ANCHOR SCHEDULE FOR NUMBER OF ANCHORS AT MEETING RAIL LOCATION SEE IAMB ANCHOR SCNED FOR NO. OF ANCHORS PER IAMB -+-\IM MAX AT LIMB CORNERS LANCHOR LOCATIONS TYPICAL BOTH SIDES 1/8" ANN. GLASS .090 INTERLAYER SAFLEX PVB g 19 1/8" 26 1/2" 37" 53 1/8" 26" 4 2 4 2 4 2 4 2 19 1/8" 26 1/2" 37" 53 1/8" 38 -3/6' 6 2 6 2 6 2 8 3 19 1/8" 26 1/2" 37" 53 1/8" 50 -5/8' 8 2 8 2 8 2 7 3 19 1/8" 26 1/2" 37" 53 1/0" 57" 8 2 8 2 8 2 9 3 19 1/8" 26 1/2" 37" 53 1/4" 63' a 2 a 2 8 2 10 4 19 1/8" 26 1/2" 37" 53 1/4" 74 -1/4' 10 10 2 10 2 10 4 O 'TOTAL° INDICATES TOTAL NUMBER OF , ANCHORS AT EACH JAMB (INCLUDES "MTG RAIL" ANCHORS). 8' MAX SPACING INCORPORATED INTO TOTAL NUMBER OF ANCHORS. ® "MTG RAIL' INDICATES NUMBER OF ANCHORS AT HORIZONTAL MEETING RAIL ENDS AT JAMBS (EACH END) 1/8" ANN. GLASS SILICONE DOW CORNING 1199 OR GE STRUCTURAL SILICONE (GE RG57700) 5/16" OVERALL LAM. ANN. GLASS 5/16" OVERALL LAN. ANN. GLASS LAMINATED BY'GUARDINP LAMINATED BY'TEMPGLASS' GLAZING OPTIONS GENERAL NOTES: 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE, HIGH VELOCITY HURRICANE ZONES, MIAMI -DADE COUNTY PROTOCOLS TAS 201, 202 8.203, AND ASTM E 1300 -98. 2. NO 33 -1/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR 01 =1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POS)T1VE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 4. THE SYSTEM DETAILED HEREIN HAS BEEN TESTED PER MIAMI -DADE COUNTY PROTOCOLS TAS-201, TAS -202, B TAS -203 AS REFERENCED IN TEST REPORTS *0713.01-99 BY AMERICAN TEST LAB (AIL), *2363 BY FENESTRATION TESTING LABORATORY (FTL) AND #T188 -06 BY FARABAUGH ENGINEERING & TESTING, INC (FET). MULTIPLE UNITS MUST BE INSTALLED USING MIAMI -DADE COUNTY BCCO- APPROVED STRUCTURAL MULLIONS. 5. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR 517E CONDITIONS DIFFERENT' FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. 6. PERMIT HOLDER SHALL VERIFY 1110 ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. 7. PANELS GLAZED WITH 5/16" LAMINATED GLASS (BY 'GUARDIAN' OR'TEMPGLA55') ARE LARGE MISSILE IMPACT RESISTANT AND DO NOT REQUIRE IMPACT RESISTANT SHUTTERS. 8. ANCHORS SHALL BE INSTALLED AS LISTED PER MANUFACTURER'S SPECIFICATIONS AND SPACED AS SHOWN HEREIN. ANCHOR EMBEDMENT TO BASE MATERIAL EXCLUDES STUCCO OR WALL DRESSING. 9. ALL D teL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATE). LARGE MISSILE IMPACT RESISTANT WINDOWS SHUTTERS NOT REQUIRED TYPICAL ANCHORS: 1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. ANCHOR EMBEDMENT SHALL BE INTO BASE MATERIAL, EXCLUDING STUCCO OR OTHER WALL FINISH. 3. BASE (MIN 1500 psi MATERIAL SHALL STRENGTH FOR GROI GREATER R CONCRETE (MIN 300000 F'SII)j BLOCK 4. SE EXTERIOR ELEVATIONS FOR ANCHOR LOCATIONS AND SPACING. 5. ENSURE MINIMUM OF 2 -1/2" EDGE DISTANCE FOR ALL ANCHORS INTO GROUT - FILLED BLOCK 1500 PSI) OR CONCRETE (MIN 3000 PM), AND MINIMUM OF 1 -1/2' EDGE DISTANCE .AIL Y)OD A RS. • • 6. ANCHOR OPTIONS FOR INSTALLATION ARE AS FOLLOWS: • • • • • • • • • • • • • • TO 2x WOOD BUCK OR WOOD STRUCTURE • • • *14 WOOD SCREW OR 1/4" TAPCONS (ITW OR ELCO) WITH 1-1/2° MINIMUM EMBEDMENT. • TO CONC (MIN 3000 PSI) OR GROUT - FILLED BLOCK (MIN 1500 PSI) (DIRECTLY OR THRU 1x OR 2X WOOD BUCK) 1/4' TAPCONS (ITW OR ELCO) WITH 1 -3/4' MINIMUM EMBEDMENT TO CONC (MIN 3000 PSI) OR GROUT -FILLED • • • BLACK (MIN 1500 PSI). • • • •• • • SEALANTS: • • • • •• • • ••• FRAME AND VENT CORNERS SEALED WM-I SCHNEE MOREHISLD 5504• •• • • • •• • ••• • • • • • • • • •• ••• • z 21 N W 8 2 2 2 d 05 -TRA -0003 FAOSSCALE, • DESCRIPRwt ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • J 8 050 - 00-569 4/ LITE GLASS STOP 6063 -T6 - 9 012 - 00-835 AS REQD. FRAME ASSEMBLY SCREW 68 X 1' PHPH SMS 10 012 -00 -835 AS REQD. VENT ASSEMBLY SCREW 98 X 1' PHPH SMS 11 046-00-098 AS REQD. W'STRIPPING (FABRIC COATED FOAM) SCHLEGEL Q-LON .375 X .190 12 046- 16-102 12 SETTING BLOCK .10' X .30' X 1-5/8° LONG 5' FROM ENDS & AT MIDSPAN 13 - AS REQD. GLAZING COMPOUND SILICONE DOW 1199 14 007- 10-016 2 SWEEP LOCK (AT 6-3/4• FROM ENDS) ZINC CAST MARBOLLO INT. 15 046- 16-030 2 BLOCK AND TACKLE BALANCE WINDOW COMPONENTS (5/8' BOX) 16 050-00 -718 1 SNAP LATCH 3' LONG W/ SPRING 6063 -T5 AT MID WIDTH 17 04600-010 AS READ. BULB VINYL WIBORG 18 - - - - - 19 - - - - - 20 047 - 00-015 AS READ. FIN SEAL PILE AMESBURY 180X150 OR EQUIV. 21 012- 00-130 4 MTG. RAIL ASSEMBLY SCREW 610 X 1' PHPH SMS 22 05-0127 -10 05-0128 -16 AS REQO. GLAZING COMPOUND TWO -PART GE STRUCTURAL SILICONE SILICONE GE 8.057700 D.L OPG. f 1 � t1 ll l\ \1'11L R5V4 „1\UIl11U O � \ 1 IIiEM800. 0 ---r. •• • •• • • • • • • • • • • • • ••• • • • • • • • •• ••• • • P CDUCT PEVISED otacly 412 the Florida Coif . +.. 5l105o Division ,_yI 0+, 8Qa 2 1 2 0 2 �ddd. 05 -TRA -0003 PAGE SCALE: - DESCRIPTION. 3 ••• • • • • • • • •• •• • • ••• • • • • • • • • • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • —It- 2.625 1 1.750 1.105 1.020 1.681 O MEETING RAIL 01}r _rot O GI-A55 STOP 1.625 1.930 2623 .062 TYR .937 O BOTTOM VENT BOTTOM RAIL 078 O FRAME SILL FRAME BOTTOM CORNER •• • • • • •• VENT TOP CORNER VENT BOTTOM CORNER ••• • • ••• •• • • • • •• • • • • • • • • • • • • •• • • ••• • • • • • • • •• ••• • • • • •• • • • •• .... va0c.;fi C: • •Ex•oYici llz! • ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • ••• BY Division • • • • • • • • • •• •. • • :e Florida IVA a: ° z 'U x al �Z{ z 600'2,6 o _J J o Y N § WLL LL z z c0 E 0 � O i 1 1 2 2 12ddo 10 Mts 05 -TRA -0003 PAGE SCALE: . 1 VILLAGE OF MIAMI S.IO:RES OWNER BUILDER DISCLOSURE STATEMENT NAME: giLi, -G �i J t L S DATE: 11 ir"; ADDRESS: C a '( ®®, S Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to.be done by a licensed contractor. You have applied for a permit under an exoeption•to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family reaidbnce. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale .or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you hav ®licenses required by state law.and by county or munioipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.LC.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction • must comply with all applicable laws, ordinances, .buildings codes and zoning regulations. Please road and initial each paragraph. 1. I hold . title to the above property and I am planning on doing this construction Myself. Initial �- 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. Inactive permits for a period of over 180 clays will become null and void (expired) and a new permit will be required. to be issued for reinstatement of the permit., Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial) 4. I. understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial,. 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial t. 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project-they are entitled to workmen's compensation. ' And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. 1 understand that under state and local laws I can not do . any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this 1 '1 day of 2009 XII 4V-1 Produced there License or OWNER who was personally known to me or who has I 9Q) identification. NOTARY of ,3gI,;C STATE 434 11os .,, ' CWA Sy• . 2" yv,. Yyi;r ". cuovlics , VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: Q-LiL L ( LL ` DATE: i S T kA 4 ADDRESS: j $ w1 I4 e 1 so 5-c- r't 10 , C 1 3 313 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this construction Initial 2. 1 understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this depal Intent and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial 7. I understand that if any person gets injured on my construction project —they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this S day of �'Zt , 20 By , ,�- �`^-" -'t who was personally known to me or who has Produced there License or as identification. OWNER NOTARY