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309 NE 99 St (7)Issue Date: 1/13/2006 Owner's Name: CARRIE MUTTER Permit Type: Residential Construction Work Classification: Addition Job Address: 309 99 Street NE Contractor(s) NADINE OF MIAMI CORP Phone 305 - 919 -7761 Primary Contractor Yes Comments: ADD TWO STORY ADDITION TO EXISTING STRUCTURE Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/22/2006 Type of Construction: ADDITION Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: 1/13/2006 Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount Bond Type - Contractors Bond $300.00 CCF $93.00 Certificate of Completion Fee $150.00 DBPR Surcharge $14.50 Education Surcharge $31.00 Miscellaneous Fee $40.00 Notary Fee $5.00 Permit Fee - Additions /Alterations $4,650.00 Plan Review Fee (Engineer) $300.00 Radon Surcharge $14.50 Scanning Fee $120.00 Submittal Fee ($250.00) Technology Fee $116.25 Total: $5,584.25 Building Department File Copy Permit Status: APPROVED Permit Number: BP2004 -1674 Phone: (305)790 -1400 Parcel #: 1132060135490 Block: Lot: Section: PB: Total Square Feet: 2900 Total Valuation: $ 155,000.00 Required Inspections Footing Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Shutter Final Final Ruilrlin Invoice Number Amt Due Amt Paid RC - 1 - 06 - 23459 $5,584.25 Total: NOTICE /fn addition to t irements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. , ' = : r Y • "' A • 1 1 ; . :HS This certificate issued pursuant to the requirements of the Florida Building Code106.1.2 certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: 4/VCCIZAI7/Ate/g Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305 - 795 -2204 Fax: 305- 756 -8972 Building Inspection Department Not Transferable POST IN A CONSPICUOUS PLACE Bill To CARRIE MUTTER Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Residential Construction / Work Classification: Date Fee Name 05/09/2007 CO /CC Fee Wednesday, May 9, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RC -5 -07 -28439 Invoice Date: May 09, 2007 Permit Number: BP2004 -1674 Fee Type Calculated MAY PAID O/So cIco Fee Amount $150.00 Total Fees Due: $150.00 ADD TWO STORY ADDITION TO EXISTING STRUCTURE REVISION 4/19/2006 ADD WINDOWS TO SECOND FLOOR MAY 0 9 2007 Passed 6 Inspector Comments CREATED AS REINSPECTION FOR INSP -6117. Items pending for final approval: 1) Provide 2 copies of Elevation Certificate to Bldg. Dept. 2) Garage door requires the Dade COunty approved label. 3) Pending final approval on pool by pool contractor. 4) Pending revised as built final survey showing the as built condition of the pool deck, submitted to the Bldg. Dept. 3/27/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/09/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: TCS CONTRACTING CORP Wednesday, May 9, 2007 Miami Shores Village, FL 33138- Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Nuin Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 ADD TWO STORY ADDITION TO EXISTING STRUCTURE REVISION 4/19/2006 ADD WINDOWS TO SECOND FLOOR /46[11_( Passed Inspector Comments CREATED AS REINSPECTION FOR INSP -6117. Items pending for final approval: 1) Provide 2 copies of Elevation Certificate to Bldg . Dept. 2) Garage door requires the Dade COunty approved label. 3) Pending final approval on pool by pool contractor. 4) Pending revised as built final survey showing the as built condition of the pool deck, submitted to the Bldg. Dept. 3/27/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until M nspection Numberr: Inspection Date: 05/09/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, May 9, 2007 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 ADD TWO STORY ADDITION TO EXISTING STRUCTURE REVISION 4/19/2006 ADD WINDOWS TO SECOND FLOOR Passed Inspector Comments Items pending for final approval: 1) Provide 2 copies of Elevation Certificate to Bldg. Dept. 2) Garage door requires the Dade COunty approved label. 3) Pending final approval on pool by pool contractor. 4) Pending revised as built final survey showing the as built condition of the pool deck, submitted to the Bldg. Dept. 3/27/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/27/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Tuesday, March 27, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 ADD TWO STORY ADDITION TO EXISTING STRUCTURE REVISION 4/19/2006 ADD WINDOWS TO SECOND FLOOR c ., �A ill Passed /i Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 02/26/2007 Inspector: Dacquisto, David Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Tuesday, April 3, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 ADD TWO STORY ADDITION TO EXISTING STRUCTURE REVISION 4/19/2006 ADD WINDOWS TO SECOND FLOOR if .. C/� Passed /pi" Inspector Comments / CIO C i tla ± Ze CA4 I --.4- I GL._ ct 41( ccv `----' kr I �^ A 5 / SAS f 47t I ( ip rrt l../ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ........... ................ ............................ ............................ ............................ ............................ Inspection Date: 02/26/2007 Inspector: Dacquisto, David Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Monday, February 26, 2007 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 ADD TWO STORY ADDITION TO EXISTING STRUCTURE REVISION 4/19/2006 ADD WINDOWS TO SECOND FLOOR Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 02/26/2007 Inspector: Dacquisto, David Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Monday, February 26, 2007 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 ADD TWO STORY ADDITION TO EXISTING STRUCTURE REVISION 4/19/2006 ADD WINDOWS TO SECOND FLOOR 2 8 2007 Passed Inspector Comments Items pending for 1) Provide 2 copies 2) Garage door requires 3) Pending final 4) Pending revised the pool deck, submitted IOC T(,05 IIS -'�'`, 0(9-2,213 ft (p. 115-11 OF 06' ✓ VC O QT1 final approval: of Elevation Certificate to Bldg. Dept. the Dade COunty approved label. approval on pool by pool contractor. as built final survey showing the as built condition of to the Bldg. Dept. 3/27/07 CG. OFtiq CICSED Cl•CSEV j ekISED ` Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Num 1 Inspection Date: 03/27/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Tuesday, March 27, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: or 1Z1 citwD Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Inspection Number: INSP -6127 Permit Number: BP2004 -1674 Inspection Date: 09/19/2006 Inspector: Desharnis, George Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Monday, September 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 0 2006 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Passed Inspector Comments / v 5. -e, 6 .e._ at_ e ,.e 10 13 �, a rek f4 , s ,.�� � � C- . (� u �^^-S Pert J t� w d . 7// 4 7k 1 ----7 7'- Pa c �/ 5 0 1 4 r'ce a S Failed Correction Needed Re- Inspection Fee ($751 No Additional Inspections can be scheduled re- inspection fee is paid. i v until Inspection Number: INSP -6127 Permit Number: BP2004 -1674 Inspection Date: 09/19/2006 Inspector: Desharnis, George Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Monday, September 18, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 0 2006 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 ......... ......... ............................. .................... ................... I �stia Inspection Date: 09/11/2006 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: JES ELECTRIC, INC Building Department Comments Friday, September 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 1 3 RECD Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 218 -9492 Page 2 of 2 MA 7`,04'G Passed Inspector Comments Aate a - r - tP ke. , c)1 l'/ ®� - pG/_ . r 5 `- / ilafr / - /,M f`( /L-e` Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . _ � - l( / � 6 / until ......... ......... ............................. .................... ................... I �stia Inspection Date: 09/11/2006 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: JES ELECTRIC, INC Building Department Comments Friday, September 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 1 3 RECD Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 218 -9492 Page 2 of 2 Inspection Number: INSP -6119 JUL 1 3 RECD Permit Number: BP2004 -1674 Inspection Date: 07113/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, July 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Tie Beam Bond Beam Work Classification: Addition Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Passed U Inspector Comments [3 1 L &14 4 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -6119 JUL 1 3 RECD Permit Number: BP2004 -1674 Inspection Date: 07113/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, July 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Tie Beam Bond Beam Work Classification: Addition Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 FOUNDATION FOR AC PAD Inspector Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until .................. ire ........................ Inspection Date: 07/11/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Monday, July 10, 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: Residential Construction Inspection Type: Foundation Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 PATIO STAIRS Passed /1 Inspector Comments Stiv/4 6xt 4-Cbl .u-t.- 2a a?.,.,,cQ Q- 1 r D, 61 / n 064.0- 40.-e `' G. PA Failed Correction Needed f 0 Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/11/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP, Building Department Comments 'ay, July 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: 1 1 1006 Permit Type: Residential Construction Inspection Type: Patio Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 /lib 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 -6128 Permit Number: 8:,0'0004 -1674 Inspection Date: 07/07/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Thursday, July 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Snares, P1 Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 1 0 ENT'D Miami Shores Village, FL 33138- Permit Type: Residential Construction Inspection Type: Tie Beam Bond Beam Work Classification: Addition Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 ........ ..:.::. ................ .. ;bon Date: 07/06/2006 :tor: Grande, Claudio Permit Type: Residential Construction Inspection Type: Tie Beam Bond Beam Work Classification: Addition MUTTER, CARRIE idress: 309 99 Street NE Miami Shores Village, FL 33138- t: <NONE> ctor: TCS CONTRACTING CORP 19 Department Comments Inspector Comments OA) L � s t(32e I,JA-Lf 6) I ( 09,1 l'iofiL(-0 /Ol ;sed ed � 1 / 4 ' �I rection ided •Inspection Fee ($75) tonal Inspections can be scheduled until 2ction tee is paid . lay, July 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUL 06 ENTD Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 FOR PERIMITER WALL Passed Inspector Comments 5).1ex ' � e / f�%� -� KQ CP , -le F fli ---'--------- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -6115 Permit Number: BP2004 -1674 Inspection Date: 06/29/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Building Department Comments Wednesday, June 28, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 JUN 3 Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Block: Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 605" 10.414. 64? ity45410v47 1 #5 46 8" BLO ■ku. 12" FRONT OF THE HOUSE pQ6 12 X 12 COLJMN SuERy 15 JO 11 11 n - 11 n -u -u- a -u -u- n - II II - 11 - 11 - 11 - 11 - 11 II II 11 II II II - 11 - . 11 = 11 = 1 11= 11= 11= 11= 11= 11= 11 =11 =11 11= 11 =11= II -11- 11-11-11- II- II -��- _„= „=.. 1- 11- 11- II -11- :wan- 11= 11= 11 =11 =11 II= 11= 11= 11 =11= .'; :11 =11 11=11=11 =1R • • ' 11= II II II -II 1 = 11=!1 - 11 - =1- - = 111 =!I- -11=1 Y P.M.J. - SIDE WALK 215 0 c V CNI t # s rr�or�+ 1 45 48 "o. 8" BLOCK WALL 12” 1 / 12 X 12 C.1040.1 rvfity 1S 2#5 EAST SIDE PROPERTY LINE 0 R.A. • ARCH. NAME: Ja4ki G . t vi,p A.R.# 15344 Inspection Date: 06/28/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Tuesday, June 27, 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: Residential Construction Inspection Type: Footing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 Passed Inspector Comments P)26Lo A )4,-f 82QavY 14 - ' 111-1) 1 6364P PA/04;0 Y'de• r s .€ i/149( 4 ce Failed r Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 06/28/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Tuesday, June 27, 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: Residential Construction Inspection Type: Footing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 PATIO SLAB Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/12/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Friday, June 9, 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: Residential Construction Inspection Type: Slab �. WorkCClassificattion: Addition Lot: Phone Number (305)790 -1480 Parcel Number 1132060135490 Phone: (305)919 -7761 Page 1 of 2 Inspection Date: 06/01/2006 Inspector: Desharnis, George Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Thursday, June 1, 2006 Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 Passed Inspector Comments ,...5 4 ..,fr,t_c_.e.t. 54 AIIIP F ailed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/01/2006 Inspector: Desharnis, George Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Thursday, June 1, 2006 Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 Inspection Date: 06/05/2006 Inspector: Desharnis, George Owner: MUTTER, CARRIE Job Address: 309 99 Street NE /Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Monday, June 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Window and Door Buck Work Classification: Addition Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Passed Inspector Comments " r T , %....__ / , _ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/05/2006 Inspector: Desharnis, George Owner: MUTTER, CARRIE Job Address: 309 99 Street NE /Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Monday, June 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Residential Construction Inspection Type: Window and Door Buck Work Classification: Addition Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 BP2004 -1674 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Owner: CARRIE MUTTER Phone: (305)790 -1480 Job Address: 309 99 Street NE Parcel: 1132060135490 Miami Shores Village, FL 33138- Block: Lot: Scheduled Insp # 01/01/2999 INSP -6140 01/01/2999 INSP -6132 0110112999 INSP -6137 0110112999 INSP -6139 01/01/2999 INSP -6135 01/01/2999 INSP -6117 01/01/2999 INSP -6119 0110112999 INSP -6116 01/01/2999 INSP -6126 01/01/2999 INSP -6127 01/01/2999 INSP -6136 01/01/2999 INSP -6115 Inspection Type Final Building Wire Lathe None Final PE Certification None Shutter Final None Insulation None Termite Letter None Fill Cells Columns None Density None Trusses Plan Submittal None Floor Trusses Drywall Screw Stem Wall Footer Inspection Status None None None None Residential Construction Inspector Date Completed Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Monday, June 5, 2006 Page 1 of 3 C FLAT ROOF SHEATHING Passed Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid. until Inspection Date: 06101/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: TCS CONTRACTING CORP Bui Wednesday, May 31, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Block: Permit Type: Residential Construction Inspection Type: Roof Sheathing Work Classification: Addition Phone Number (305)790-1480 Parcel Number 1132060135490 Lot: Phone: (305)919-7761 Page 2 of 2 GARAGE FLOOR FRAMING Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/01/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Wednesday, May 31, 2006 Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 For garage rA0 --.ai /P Q&)7 c.:3 ._ . i S14172 G s 4 / Aw�� /� Passed Inspector Comments V'e9-- /e ,2 e Z.J5/19c7 i Failed 6/1/1) � Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 06/01/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Buildinct Department Comments Wednesday, May 31, 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: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 0110112999 INSP -6128 Roof Trusses 0110112999 INSP -6131 None Window and Door Buck None 0310112006 INSP -6114 Footing DENIED MISSING CORNER BARS IN SE CORNER OF FOOTER. MISSING FILLED CELLS IN WEST WALL AT REAR SECTION . 0310212006 INSP -6120 FOOTING 0312312006 INSP -6123 deck footing patio 0410412006 INSP -6121 04105/2006 INSP -13827 04105/2006 INSP -13830 0411012006 INSP -6118 slab 2nd floor 0510212006 INSP -6133 partial 2 floor my NOT READY FOR INSPEC 05104/2006 INSP -6138 Slab 2 floor 0511512006 INSP -6122 Footing Footing Spot Survey Columns Tie Beam Slab Tie Beam 2ND FLOOR T. BEAM 2ND FLOOR COLUMNS 05102/2006 INSP -6124 Columns 2 floor 0510312006 INSP -6130 Slab Floor Slabs 2 floor 0511512006 INSP -17096 0511712006 INSP -17434 0511812006 I N S P -17596 05122/2006 INSP -6134 Tie Beam Bond Beam Rake Beam Rake Beam Tie Beam Framing APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED DENIED APPROVED CANCELLED CANCELLED APPROVED APPROVED DENIED Default Inspector Not Complete Default Inspector Not Complete Claudio Grande 31112006 Claudio Grande 312/2006 Claudio Grande 312312006 David Dacquisto 41512006 Claudio Grande 41512006 Claudio Grande 41512006 Claudio Grande 411012006 Claudio Grande 51212006 Claudio Grande 512/2006 Claudio Grande 51312006 Claudio Grande 51412006 Claudio Grande Not Complete Claudio Grande Not Complete Claudio Grande 511712006 Claudio Grande 511812006 George 512212006 lednesday, May 31, 2006 Page 2 of 3 NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (FBC) 104.2.6 DA'I'I; 1 H' 1'Itl•A I MINT: S 31106 BUILDER NAME: TREATMENT ADDRESS: 3 ` " ' ` . JOB #: LOT: BLOCK: UNIT: CHEMICAL �,! "v C MONOLITHIC 156 CHEMICAL: PEST CONTROL, INC. NEL c610 COAJ SPRAY ONLY SPRAY # TIME OF TREATMENT: IN < P 3o o OUT S/F L/F C s f e-40 old RIMETER TREATMENT L/F APPLICATOR f < COMMERCIAL l • (6 GALLONS STEMWALL SF L/F GALLONS DATE OF TREATMENT: TIME OF TREATMENT: APPLICATOR: 300 S. STATE ROAD 7 PLANTATION, FLOIUDA 33317 954-584-8588 1-800-749-8588 FAX: 954-584-6117 Inspection Date: 05/30/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Thursday, May 25, 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: Residential Construction Inspection Type: Truss Insp Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 `3 Passed D O A' Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/30/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Thursday, May 25, 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: Residential Construction Inspection Type: Truss Insp Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 Inspection Date: 05/25/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, May 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 MAY 2 6 RFD Block: Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 Passed Inspector Comments j//6 j9' rl-d vQ CQ /-4 t j -- ,A-ea s s .�/ �C �o� L o de- --J J Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/25/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, May 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 MAY 2 6 RFD Block: Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 FRAMING ON EXISTING GARAGE FLOOR Passed Inspector Comments X oSPc0 Di 4.7- i..A...) "As AS t�Nd2 .0 0, I - 62e4 (. 0 . (/ 4 7 O s i A-,�1 fAP4714 1 teoa- #414 7 4 /60tf.Afd /-106 ✓L 011. P,v I N yS O IIP AJ k 'e Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/25/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, May 24, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 MAY 26ENTO Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 Inspection Date: 05/24/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Tuesday, May 23, 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: Residential Construction Inspection Type: Roof Sheathing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/24/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Tuesday, May 23, 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: Residential Construction Inspection Type: Roof Sheathing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 WOOD FRAMING FOR GARAGE FLOOR Passed Inspector Comments �C% C, 0 ,------ C 4 4 ,, 5 e e, elle" J _ �Z .5- w C- Failed �f Correction N eeded Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspectlor Inspection Date: 05/22/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Friday, May 19, 2006 Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 01/01/2999 INSP -6129 01/01/2999 INSP -6115 01/01/2999 INSP -6128 01/01/2999 INSP -6131 Roof Sheathing Stem Wall Footer Roof Trusses Friday, May 19, 2006 03/01/2006 INSP -6114 . Footing MISSING CORNER BARS IN SE CORNER OF F MISSING FILLED CELLS IN WEST WALL AT RE 03/02/2006 INSP -6120 FOOTING 03/23/2006 INSP -6123 deck footing patio 04/04/2006 INSP -6121 04/05/2006 I N S P -13827 04/05/2006 INSi- 1 3830 Window and Door Buck None Footing Footing Spot Survey Columns Tie Beam 04/10/2006 INSP -6118 Slab slab 2nd floor 05/02/2006 INSP -6133 Tie Beam partial 2 floor my 2ND FLOOR T. BEAM 2ND FLOOR COLUMNS 05/02/2006 INSP -6124 Columns 2 floor 05/03/2006 INSP -6130 Slab Floor Slabs 2 floor NOT READY FOR INSPEC 05/04/2006 INSP -6138 Slab 2 floor 05/15/2006 INSP -17096 Rake Beam 05/15/2006 INSP -6122 Tie Beam Bond Beam 05/17/2006 INSP -17434 Rake Beam None None None DENIED DOTER. AR SECTION . APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED APPROVED DENIED APPROVED CANCELLED CANCELLED APPROVED Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Claudio Grande 3/1/2006 Claudio Grande 3/2/2006 Claudio Grande 3/23/2006 David Dacquisto 4/5/2006 Claudio Grande 4/5/2006 Claudio Grande 4/5/2006 Claudio Grande 4/10/2006 Claudio Grande 5/2/2006 Claudio Grande 5/2/2006 Claudio Grande 5/3/2006 Claudio Grande 5/4/2006 Claudio Grande Not Complete Claudio Grande Not Complete Claudio Grande 5/17/2006 Page 2 of 3 Inspection Date: 05/18/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, May 17, 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: Residential Construction Inspection Type: Tie Beam Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 Passed 0� Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/18/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, May 17, 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: Residential Construction Inspection Type: Tie Beam Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 Inspection Date: 05/17/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Tuesday, May 16, 2006 Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Rake Beam Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 S Passed n ° ,k Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/17/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Tuesday, May 16, 2006 Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Rake Beam Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 .............. Inspection Date: 09/26/2006 Inspector: Desharnis, George Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 7 2006 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Monday, September 25, 2006 Page 2 of 2 Passed Inspector Comments Is . ,8: 2 Z� G Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until .............. Inspection Date: 09/26/2006 Inspector: Desharnis, George Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 7 2006 Block: Permit Type: Residential Construction Inspection Type: Framing Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Monday, September 25, 2006 Page 2 of 2 slab 2nd floor Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Project: <NONE> Owner: CARRIE MUTTER Phone: (305)790 -1480 Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Parcel: 1132060135490 Block: Lot: Scheduled Insp # 01/01/2999 INSP -6137 Final PE Certification None Inspection Type 01/01/2999 INSP -6139 Shutter Final None 01/01/2999 INSP -6135 Insulation None 01/01/2999 INSP -6136 Drywall Screw None 01/01/2999 INSP -6117 Termite Letter None 03/01/2006 INSP -6114 Footing DENIED Infection Status Inspector Date Completed Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Claudio Grande 3/1/2006 MISSING CORNER BARS IN SE CORNER OF FOOTER. MISSING FILLED CELLS IN WEST WALL AT REAR SECTION. 03/02/2006 INSP -6120 Footing APPROVED Claudio Grande 3/2/2006 FOOTING 03/23/2006 INSP -6123 Footing APPROVED Claudio Grande 3/23/2006 deck footing patio 04/04/2006 INSP -6121 Spot Survey APPROVED David Dacquisto 4/5/2006 04/05/2006 INSP -13830 Tie Beam APPROVED Claudio Grande 4/5/2006 04/05/2006 INSP -13827 Columns APPROVED Claudio Grande 4/5/2006 04/10/2006 INSP -6118 Slab APPROVED Claudio Grande 4/10/2006 Monday, September 25, 2006 Page 1 of 3 ck footing patio ''Oi Passed y Inspector Comments V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until r• Inspection. Number: I N;SP -6123 Inspection Date: 03/23/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: TCS CONTRACTING CORP Miami Shores Village, FL Comments Wednesday, March 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number -1'674 Permit Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 nspection Number: INSP -6 ' Inspection Date: 03/02/2006 Inspector: Grande, Claudio Owner: Job Address: Project: MUTTER, CARRIE 309 99 Street NE Miami Shores Village, FL <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, March 1, 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: Residential Construction Inspection Type• Work Classificatior Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Passed 3 V 0 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. nspection Number: INSP -6 ' Inspection Date: 03/02/2006 Inspector: Grande, Claudio Owner: Job Address: Project: MUTTER, CARRIE 309 99 Street NE Miami Shores Village, FL <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, March 1, 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: Residential Construction Inspection Type• Work Classificatior Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 PLEASE DO INSPECTION IN THE AFTERNOON. TIMOTHY SMITH WANTS TO BE THERE WHEN YOU GO TO DO INSPECTION. Passed Inspector Comments ieitA202..41-12-S /A) As 5 lio 7 S,E. / �,�, J'jt fT t/O 6-16 I A) N,PS f -e-Q A-7 ( l Ui 0 —� 0 - Failed Correction Needed Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 03/01/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: TCS CONTRACTING CORP Building Department Comments Tuesday, February 28, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 r Inspection Date: 04/04/2006 Inspector: DACQUISTO, DAVID Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Monday, April 3, 2006 Miami Shores Village, FL Contractor: TCS CONTRACTING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 El Passed vr /a ‘ Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until r Inspection Date: 04/04/2006 Inspector: DACQUISTO, DAVID Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Monday, April 3, 2006 Miami Shores Village, FL Contractor: TCS CONTRACTING CORP Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 slab 2nd floor Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 04/10/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Friday, April 7, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho 05)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Inspection Date: 04/05/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: TCS CONTRACTING CORP Building Department Comments Monday, April 3, 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: Residential Construction Inspection Type: Columns Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Passed t,,i(3(0/ Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 04/05/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: TCS CONTRACTING CORP Building Department Comments Monday, April 3, 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: Residential Construction Inspection Type: Columns Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Inspection Date: 04/05/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: TCS CONTRACTING CORP Building Department Comments Monday, April 3, 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: Residential Construction Inspection Type: Tie Beam Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Passed I nspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 04/05/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: TCS CONTRACTING CORP Building Department Comments Monday, April 3, 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: Residential Construction Inspection Type: Tie Beam Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Inspection Date: 01/13/2006 Inspector: Inspector, Default Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: TCS CONTRACTING CORP Building Department Com Wednesday, May 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: .05)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: eloarlawAtiatielewant Work Classification: d tion z t. Srf44 Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/13/2006 Inspector: Inspector, Default Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: TCS CONTRACTING CORP Building Department Com Wednesday, May 3, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: .05)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: eloarlawAtiatielewant Work Classification: d tion z t. Srf44 Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Floor Slabs 2 F. b • k.A ?f Passed Inspector Comments Ala? 72eyt 4.,,,,/..&,,,i,,,., Failed / i cl , Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Nurrz Inspection Date: 05/03/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Tuesday, May 2, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Ph • : (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 partial 2 floor my "2_, 16 1 - t _ 44 i punt, a0 LcJn c I e /v Passed / Inspector Comments /,, /ee/�kt ti 7 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection2N Inspection Date: 05/02/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: TCS CONTRACTING CORP Building Department Comments Monday, May 1, 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: Residential Construction Inspection Type: Tie Beam Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 floor Vae Inspector Comments il / Passed {� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection 'f Inspection Date: 05/02/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: TCS CONTRACTING CORP BuildDe�artment Comments Tuesday, May 2, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho e: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Residential Construction Inspection Type: Columns Work Classification: Addition Phone Number (305)790 -1400 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Final Windows will be done at Final Building inspection . Window attachment is OK. 8/22/06 CG Passed Inspector Comments Cgo Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until nspection Nun Inspection Date: 08/21/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Tuesday, August 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AU6 2 4 REED Block: Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Issue Date: 1/13/2006 Owner's Name: CARRIE MUTTER Permit Type: Residential Construction Work Classification: Addition Job Address: 309 99 Street NE Comments: ADD TWO STORY ADDITION TO EXISTING STRUCTURE Additional Information Miami Shores Village, FL Fees Due Amount Bond Type - Contractors Bond $300.00 CCF $93.00 Certificate of Completion Fee $150.00 DBPR Surcharge $14.50 Education Surcharge $31.00 Miscellaneous Fee $40.00 Notary Fee $5.00 Permit Fee - Additions /Alterations $4,650.00 Plan Review Fee (Engineer) $300.00 Radon Surcharge $14.50 Scanning Fee $120.00 Submittal Fee ($250.00) Technology Fee $116.25 Total: $5,584.25 -, Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/22/2006 Contractor(s) NADINE OF MIAMI CORP Phone 305 - 919 -7761 Primary Contractor Yes Type of Construction: ADDITION Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Certificate Status: Certificate Date: 1/13/2006 Additional Info: 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. Invoice Number Amt Due Amt Paid RC - 1 - 06 - 23459 $5,584.25 Total: Permit Status: APPROVED Permit Number: BP2004 -1674 Phone: (305)790 -1400 Parcel #: 1132060135490 Block: Lot: Section: PB: Total Square Feet: 2900 Total Valuation: $ 155,000.00 Required Inspections Footing Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Shutter Final Final Ruildin AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. Issue Date: 1/13/2006 Owner's Name: CARRIE MUTTER Permit Type: Residential Construction Work Classification: Addition Job Address: 309 99 Street NE Miami Shores Village, FL Contractor(s) NADINE OF MIAMI CORP Phone 305 - 919 - 7761 Primary Contractor Yes Comments: ADD TWO STORY ADDITION TO EXISTING STRUCTURE Additional Information Type of Construction: ADDITION Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Certificate Date: 1/13/2006 Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. , Fees Due Bond Type - Contractors Bond CCF Certificate of Completion Fee DBPR Surcharge Education Surcharge Miscellaneous Fee Notary Fee Permit Fee - Additions /Alterations Plan Review Fee (Engineer) Radon Surcharge Scanning Fee Submittal Fee Technology Fee Total: Amount $300.00 $93.00 $150.00 $14.50 $31.00 $40.00 $5.00 $4,650.00 $300.00 $14.50 $120.00 ($250.00) $116.25 $5,584.25 Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/22/2006 Invoice Number RC - 1 - 06 - 23459 Total: Parcel #: Block: Section: Permit Status: APPROVED Permit Number: BP2004 -1674 Phone: (305)790 -1400 1132060135490 Lot: PB: Total Square Feet: Total Valuation: Required Inspections Footing Stem Wall Footer Density Termite Letter Slab Fill Cells Columns Second Floor Slab Spot Survey Tie Beam Bond Beam Second Floor Tie Bond Beam Rake Beam Special Inspection Letter Trusses Plan Submittal Floor Trusses Roof Trusses Roof Sheathing Wall Sheathing Window and Door Buck Wire Lathe Window Door Attachment Framing Insulation Drywall Screw Final PE Certification Shutter Attachment Shutter Final Final RI ilrlin 2900 $ 155,000.00 Amt Due Amt Paid $5,584.25 (Bill To 1 CARRIE MUTTER 309 99 Street NE Miami Shores Village, FL Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 01/13/2006 Radon Surcharge 01/13/2006 Bond Type - Contractors Bond 01/13/2006 Certificate of Completion Fee 01/30/2006 Submittal Fee 01/13/2006 Permit Fee - Additions /Alterations 01/13/2006 Scanning Fee 01/13/2006 Miscellaneous Fee 01/13/2006 Technology Fee 01/13/2006 Education Surcharge 01/13/2006 Plan Review Fee (Engineer) 01/13/2006 CCF 01/13/2006 DBPR Surcharge 01/13/2006 Notary Fee Monday, January 30, 2006 Permit Invoice Report Invoice Number: RC -1 -06 -23459 Invoice Date: January 13, 2006 Permit Number: BP2004 -1674 Permit Type: Residential Construction Fee Type Calculated Fixed Fixed Calculated Percentage Calculated Calculated Calculated Calculated Calculated Calculated Calculated Fixed Fee Amount $14.50 $300.00 $150.00 ($250.00) $4,650.00 $120.00 $40.00 $116.25 $31.00 $300.00 $93.00 $14.50 $5.00 Total Fees Due: $5,584.25 , Payments Date Pay Type Check Number Amount Paid Change 01/30/2006 Check 15594 $195.00 $0.00 01/30/2006 Check 15590 $5,389.25 $0.00 Total Paid: $5,584.25 Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village Contractor's Address City Qualifier Type of Work: Describe Work: 1 q s6q Total Fee Now Due $ M l Tim 01141 SA, ch (Continued on opposite side) ■ Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEIVED PERMIT APPLICATI N DEC 2 2094 Master Permit No. FBC 2001 1 Permit Type (circle): (Building Electrical umbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) C PiC>..il? t (1 �(L Phone # 36 . `I . t 4 0 U Owner's Address 1a NO.- v{CI 13 " - 5-174.L. 4- cit N11i�Aq S tva-fi State FL- 3 V) £ c i St('-4-4 Is Building Historically Designated YES NO K. Contractor's Company Name . TC5 CO NT 2f'C,T County Miami -Dade Zip 33 1 3 8 1 loin N>z 1 °I nut, State F (_ Architect/Engineer's Name (if applicable) TU k C. \J AV 10 Phone # $ Value of Work For this Permit /CC 0 0 r) X Addition ❑Alteration ❑New A kwu Sb /1 to d _�. •��J •******************** ******* Fees *********************** 4* E; Submittal Fee $ Permit Fee $ / CCF $ :: aining /Education Fee $ Technology Fee $ Radon $ Bond $ Notary $ Scanning $ Code Enforcement $ Structural Plan Review. $ "CC) "f /Mi3/ f S0, ei .t S(f f /ov SEAN BRITT My Comm Exp. 2/26/05 No. 00 004882 Personally Known fi Other IA Zip Permit No. (&0LF ( ;7 q 3313 Phone # Phone # Zip Square Footage Of Work: 26 c- £IR - - 1-9 - 6 1 3310-- ❑ Repair /Replace ❑ Demolition D CXI S`tt l5 c1 c+vv-L PERMIT # 131204 - I G-" :ONTRACTOR: Neki lava CIF Ph"Gu41 Bonding Company's Name (if applicablebUBMITTAL DATE: 1 Z `r, Bonding Company's Address PROJECT TYPE: Add 2 S 61 &A City S Mortgage Lender's Name (if applicable Mortgage Lender's Address City Application is hereby made to obtain commenced prior to the issuance of construction in this jurisdiction. I and WELLS, POOLS, FURNACES, BOIL OWNER'S AFFIDAVIT: I certify t applicable laws regulating constructio "WARNING TO OWNER: YOU PAYING TWICE FOR IMPRO' CONSULT WITH YOUR LF COMMENCEMENT." Signature The f; instrument was ackno who NO Sign. Print: My Commission Exp Chc 10/14/03 Owner or • SEAN RUCTURAL ELECTRICAL i MECHANICAL • g : 6 L , 2J , 20 by is pe n ally known to me ' i 1 / A ed d before e Itch' ) loom 1 tooterlkft MUTT m DP. 2,2495 5 5A7 FIRE IMPACT FEES HRS /DERM NOC 7//y O5 . tallation has s regulating NG, SIGNS, ance with all T IN YOUR INANCING, 1 TICE OF Notice to Applicant: As a condition to the issuance of a building permit wun an CSI mu.cu vu....o ....__ rpplicant 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 mu be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature_ / /%_ •, (��' "v H� Contractor The foregoing instrument was acknowledged before me this gg yof ,20 ,by ho h` " ti ion ##01)23 ` ?�'� 2 is personally known to me or who has produced .n. Ju ► t , cat 6>t1 :idp:rhru Ila " "P.IdI"tl NOTARY PUBLIC: Sign: Print: 36!4"A/ My Commission Expires: as identification and . who did take an oath. (Certificate of Competency Holder) State Certificate or Registration No. C G C.. 6 (D 01 3 Certificate of Competency No. ********************************** * * * * * * * * * * * * * * * * * * * * * * * ** ** * * ** * * * * ** ************************************ APPLICATION APPROVED BY: ` 1 01" f � ' ' ** 7 /Plans Examiner Engineer Zoning Miami, Shores Village Building Department Permit No. Page 1 of 2 3/21/05 THIRD BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1674 1. Still need to address structural and P &Z comments. 2. Plans still must be reviewed by HRS. 3. Plans still must be reviewed Miami -Dade Planning and Zoning for impact fee paid payment. 4. Still need to submit electrical, mechanical, plumbing, and roofing permit applications. 5. Still need to submit stair manufacturers shop drawings. 6. Follow the procedures for the submission of corrected plans including the removal of old, voided sheets. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. Page 2 of 2 A.DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. B. RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 3/21/05 305 - 795 -2204 ., COMMENTS . 20100) C� 1NMALS 7 /CET do s7a e,- s T� ot( c� %iiati - a /Uee Js' 77E 4/i/i/doe -c) DATE C CRITIQUE SHEET PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with ett Federal. Scat County, Wage rules end regulations. Village =um( no responsibility for accuracy otloc results fro these plans. 2. This copy 01 plans must be available < building site or no inspection will be conducts CRITIQUE SHEET . q q JOB ADDRESS 1 / / 5 r APPLICANT 5041( To PHONE # APPUCATION Al9d /T/Lc/l) SHEET OF MISCELLANEOUS DATE MUG • COMMENTS T a Eellt9frpo C Ems° tr- (c/SIC` de C( ( 1 1 J pc5) R(UJ y ce5,6FIG uie/9-r(ou - ti�T twe6 uL90 eSIciki 61)— .DreIr7vJ11 -/ rAj o9c (.04/n. is f/ b 0`f r 6-6 ta 00 0c 62 i D 6 t=r) 3 DF .2 v1 S'7Ds >' �4 �t revs Ye ym /re ",a1/ of Ai-two RIZ t a-#0 , 7 u\v 1W (/AJ r) sokta 6E DW RZ2 v P vie] /„A INITIALS 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Miami Shores Village Building Department Permit No. 04 /474 Job Name / 44L/ /f ei- ° 3a9 4vE 99 SA STRUCTURAL CRITIQUE SHEET -W 3/g /dc r E-1(4 /Z t/ ire5 2 1 6 - ' c (/ r (ter 7) • W r" 24 R-efs . 3 Ljha/ iS erftc /e/ reihi ;yr pa/Pape-I- u/ob6l 7 (5 0-3), Ca -lc, Muni/ l earls/der rvroc hi p► y she-ar- �� r- -,err, $JQ-h z 5/-/ / 5 / GO/S. X40 iv /4/5 ccac . 61 e�.1"s of %fem V el Z.n..( h4.1/641- been / � a ldr,esfed a -1�1er s,� e. lsl ,fddrf s$ /111, 1 CURTIS CRAIG 2/14/05 305 - 795 -2204 Miami Shores Village Building Department Permit No. Page 1 of 2 2/14/05 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1674 SECOND BUILDING CRITIQUE SHEET A4/C4414(4 1. Address structural, elc tr ca and P &Z comments. 2. Plans must be reviewed by HRS. 3. Plans must be reviewed Miami -Dade Planning and Zoning for impact fee paid payment. 4. Submit electrical, mechanical, plumbing, and roofing permit applications. 5. Submit stair manufacturers shop drawings. Cdied Co.„1-04e177, Job Name Mu f fer 3o9 Air y9 sf STRUCTURAL CRITIQUE SHEET nm 2/g/oc i Iznei /1v p/y- 4> 1 See. F /5 -3 Sid/ 'A , zt,� ' cid / t b-e Mick - s rnuY1 bt g a Sec S.ec, 2.ti.t, 2,5 J, F6C , V Q ,521064; Adi e re See.- 3/5-2 i S c i c SJi re/ /¢'orcin, 7 slab p /an. 717/5 s /a' be re,hI iced dt.$ o f %a/ P /afe W 4 c 7It4m 5/47/75 / sh-lei &p aL ea9c s h--1 p, 52ibmi' ca-le u,La. bdxs . On $' D /S -3, dad F/, /1/4,4 cads beak 20-il 5'ec ivr _fety5 `Z/3:1Z , • f/r5f Ft, Plain slunclal show co(, urhere iii be%oz Mie°rfedi Lvl 213 - V , /, 17 () 5e-6,1/5-3 ■SYIlj1 drawn 4n -e va) //mad is 5Jj is di K - /� Q -L / , ? A sp ik.9 ? ✓ © All f -f7� -s vii, 5 3 S- 4 g1 cur' if " cv�d� �vv��i — 2 S ry reyu/res 24" mar►, wl'T'`j 3 II plan X bay. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 04-A74 Miami Shores Village Building Department MECHANICAL CRITIQUE SHEET q 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fa • (305) 756.8972 Permit No. Pitiaf Job Name Date Miami Shores Village Building Department Permit No. Page 1 of 2 1/7/05 BUILDING CRITIQUE SHEET 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BP 04 -1674 Address structural, electrical, -- and P &Z comments. Plans must be reviewed by HRS. C9 Plans must be reviewed Miami -Dade Planning and Zoning for impact fee paid payment. 4 Submit electrical, mechanical, plumbing, and roofing permit applications. -5. Provide letter of intent from architect or engineer that will inspect engineered unit masonry, second floor slab and roof truss installation. FBC 2122.4, 2319.2.4.2 ff`6. Addition is an increase of more than 25% of floor area, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7. GO. Provide a typical exterior wall section showing roof, facia, height of wall/beams, insulation, framing, drywall, ect, for one story and two story exterior walls. (i(8. There is no cut - section B /A7 as noted on sheet A -2. Cut - sections on A -2 and A -3 do not correlate with sections on A- 6 and A -7. Submit stair manufacturers shop drawings. 10.Provide reinforcing steel details for terrace slab. • Page 2 of 2 Follow the procedures for submission of corrected plans for your re- submittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 1/7/05 305 - 795 -2204 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. I/6 1 Job Name Date Z MECHANICAL CRITIQUE SHEET R el'uvwk, Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. a4' /6 7¢- Job Name 1/1,< He 309,uc 995/ STRUCTURAL CRITIQUE SHEET )?,64 ) y/o 4- 4,1A-1-711^- ex e 25 , 0( ex/31-, on- ex /s /✓y, Raeo - P /4v, s!2 aeu hG+w you ezryvcn/ told cal re aireine4 D,, fec See, 34 6, 2, 3 cyl 42- ) h c � N4(, 512d /i4 ol 7-ye GoJ / /5 /6' -e" , (/5J 2nd ftaars) ✓(3) 7z ea/ tefi of e ch fide ©f . erraie 47ear• ✓ Need, Joil 5 /a -en dr 5 If/5 6 t'eneJ i'IO/ p-e-rn/i1Jrd /n ex /erior r� co/ re O' Q`/ cerhers d eeal/ e rea of yr / //e ✓ \•f ca,/ LL Jredlm Iran coytsir, Q.1 76 16 /7 - / f R-2- C% TG, i relah;vtships (115 "3) ✓ d Yeed a aundali sue, edu% X e Id eivl7 ly cols • in l iv n9 /d ir1 )n y irZdem/1 j 1'r> faun, Room Area., 0 � WhJl is a/t 2nd PL (a/ hp ev, d of 0E12) sup,er /rd by T 4y wh4f sup orrh, e tua.il runhin9 fo /1 e /eP/ it Gt/h�t is /oor cans 4- € c_/ron, m4' a Nero) 5 fi 14y e&" umiikkAy ir the 5/Airs 176k e5 el 5//4 kna n area -, 1� C>e /ai/ hew wgx4lo ..sz yrorkci!. ✓ 14 Need Des /pi Alo/es (Cart..- /Z.e ail. 5irti e fh1 / e/ : •) en 5 2 / Cable Ends' ref u f e- a 7Zaked Bea ny ewer T5 -/, Cj j 4-- S hin 54n-J lt l id ok ` 'r X- 6Yd-c io q e f /ru s f es, e C GLkR /Fy D1r516,+/$ TIoN5i Se* CT /8AJ �cc . it3 yh ows w re d cvh eA di/ g`'''ear an found, fl/ f4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BP 04 -1674 Page 1 of 2 1/7/05 BUILDING CRITIQUE SHEET 1. Address structural, electrical, mechanical and P &Z comments. 2. Plans must be reviewed by HRS. LI 3. Plans must be reviewed Miami -Dade Planning and Zoning for impact fee paid payment. 4. Submit electrical, mechanical, plumbing, and roofing permit applications. 5. Provide letter of intent from architect or engineer that will inspect engineered unit masonry, second floor slab and roof truss installation. FBC 2122.4, 2319.2.4.2 Aga/. 6. Addition is an increase of more than 25% of floor area, per FBC 3401.8.2.3.1 the designer of record is required to visit the site and submit a report indicating remedial action to be taken from FBC 3401.8.2.3.1.1 thru 34.1.8.2.3.7. Aga 7. Provide a typical exterior wall section showing roof, facia, height of wall/beams, insulation, framing, drywall, ect, for one story and two story exterior walls. 8. There is no cut - section B /A7 as noted on sheet A -2. Cut - sections on A -2 and A -3 do not correlate with sections on A- 6 and A -7. 9. Submit stair manufacturers shop drawings. 10.Provide reinforcing steel details for terrace slab. Page 2 of 2 Follow the procedures for submission of corrected plans for your re- submittal. PROCEDURES FOR SUBMISSION OF CORRECTED PLANS 1. REPRINT PAGES WITH CORRECTIONS. 2. REMOVE OLD PAGES FROM ALL PLANS AND SUBSTITUTE WITH CORRECTED PAGES. A.MARK OLD PAGES "VOID" ON THE ON THE FACE OF EACH SHEET. B. DO NOT REMOVE BACK SHEET CONTAINING BUILDING DEPARTMENT AND COUNTY STAMPS, MARK THE FRONT OF THIS SHEET VOID AND LEAVE IN SET. C.RETURN ONE SET OF VOIDED PLANS TO BUILDING DEPARTMENT. 3. SUPPLY AN ERRATA SHEET SHOWING LOCATION OF CHANGES /CORRECTIONS IN PLANS. A.HIGHLIGHT ALL CORRECTIONS ON PLANS. CURTIS CRAIG 1/7/05 305 - 795 -2204 l •Zlblllll ►J 11V1 VIJ • 1.1.14..5%, Building Department Permit No. Job Name Date 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MECFIANICAL CRITIQUE SHEET Miami stiores v wage Building Department J2 e. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 11 4 - J674 Job Name r .3cy Sf dziei- 1' /6 STRUCTURAL CRITIQUE SHEET SCoM of /,-; -Ifkii: hir ex c t=r-1;- 6L't °"- )/ ' I i 5/ & Z /k L.(.: G;(7." f t..-L.,' il I t. : CI a ,, c 1.,.. i ii, 1 i e ,- . 0 ii / .e ;)e/ti..5 tee-- 5 . 4-c-i. , -,3 ,...-4 4.. ,./ ...,4, ii c-,.-i . __etifi t.srra , MK. S .2ei c:ivi e / Ca, is /6 .--6 . Iii 4 2 , id f 1ev , / - ‘21. 1 7 _ eel< h ..5 -:( cial- , e 0e 0 I // le.i-4-ew di .se i/5 ic:Fc- ',id,. i coli, . of , 6" civic ii .h -e ri - n 1 /1 i I Ji ,e,t' er--/e.-1 t71---s ‘ire Lip? c- i-d/e .0K 6se-e2-1. r -/ i./ aN .? .1?‘--1141t. 1 i't ' It' el ef -6. I ›Ir ‘1./ k-I ,q-2.- ,_-_--- ciett -el a s hi • Oil! SzE S-3 5-4 .567 ,i eitel ,0 d SEE S-1 De [deo; i C45 %i7 1 1- 1 1Y 1 / /0iii ) 4 at 5/ ii, F Retyat Aireez-- OK : :::: GC) 0... G5 .. • - e / i i l 'i) n L 4 d 214- '2. - ',e . ) .i4U led 1 a) 7, 014.W - 1 , i Le r .(4)iee, II; 1 ") 41 - ' r I "e- lAi c-li /1 ii 1; ile 1 1 e le 1 1 1 SAt36_15tAll - /iy-t ik. 624 Lk' 4 /5 ileor vift ve„et:-.6 f Seiztiit the ? COKY e"E 16*n e. e l? '7 4,1 yria. at'eet 0.K1. 6F-6 eL &.-11 • 124 / 6 h IC icF 0 fi xr 4t 01Z). (OK- SEE Cc 1 1<':ta i kth - = - ncii . .), .c e-e "./a kt.: I - •, 6,-..-e-y 7 --/, Cf. 1.L. • • 3-CL.:12‘31.. / aU- e t 5 ... -, isiZ el r 5.5. e"... e / . old SEE 6 . • - SelCritiAl. , OK-1- 11 11 II ,....,_., ..5 b klA...' • Z .;;) ' ' 1 ei- e:i4-1 •.-4 0 i ( ). 1 gE di,. see s -3 41 3401.8.1.2 The requirements of this section shall not supersede specific requirements of the code for con- = struction in Fire Zones. 34018.2 Additions 3401.8.2.1 Any addition or alterations increasing the floor area of the building, shall rneet the requirements of this section. For purposes of this section, whether an addition falls within the stated percentages shall be cal- culated based on the cumulative increase of the build- ing during the course of one calendar year. 3401.84.; All except Group R3 occupancies shall comply with the following: 34018.2.2 -1 When additions, or alterations increas- ing floor area. are made-to an existing buadiifg. and the addition and: existing butilai(g <aa .scpa -by a - fire rates wa1'• ss_defi*�:d..a..,.nk12tt:.7.04, the addi- tion shall conform to all the requirements of the code applicable to a building of the area of the addition. 3401.822.2 Where the existing iaced wall and addition are not separated by a fire the area of the addition is25 percent or more of the area of the existing building, the existing building a nei thr arjrti shall he male to comply with all requirements of thc code for a building of area equal to the combined area for the addition and existing building. 3401.8.2.2.3 Where die existing building and the addition are not separated by a fire rated wall or where the addition is vertically superimposed on an existing building, and thc arca of the addition is less than 25 percent of the arca of the existing building. the following requirements shall apply: 1. The addition shall conform to all requirements of the code applicable to abuilding having the combined area aid height of the existing building and the addition. 2. The existing building shall conform fto or a l requirements of the means of egress a building of the combined area and height of the addition and the existing building. 3. An approved detection, alarm and communi- cations system, detecting products of combus- tion, shall be required for all public areas and a' a means of egress within the existing budding. V t 3401.823 Group R3 Occupancies shall comply with he following: = 3401.8.2.3.1 When additions, or alterations incrcas- ing floor area. are made to an existing building and the addition constitutes 25 percent or more of the area of the existing building. the addition shall be E. made to comply with all the requirements of the fi code and the existing building shall comply with the following: '_ORIDt. ELMO:i':.... CODE — BUILD IVC 1. Impact resistance devices having a valid N shall be installed at openings to provide pt tection against storms. O. Comers of b lildings of masonry construction a shall be checked for "e d . If tic downs are not found in corners, testing shall be per. formed to locate tie downs in all walls. Proper installation of tie downs shall be done at 20 foot intervals and at each corner except that interior tie downs may be provided in each E. side not less than 2 feet on each side of each corner. 2.1 Tie down -refers to the anchorage from the foundation to the tie beam and shall provide the equivalent strength of a• vertical #5 reinforcing bar properly attached to the founda - • tioa and tie beamencged'it: concrete or mortar andlapped•a minimum of 30 inches or otherwise spliced in a manner which will develop the full strength of the bar. 22 Alternate methods of providing anchorage of equivalent strength to that described in 2.1 may be used where design calculations which admit rational analysis are submitted by a Registered Engineer or Architect proficient in structural design. 3. an orage shall be checked at all walls where the addition connects to the existing building. If major deficiencies are found and thc anchorage is not in compliance with thc minimum requirements of the code, the roof anchorage shall be checked for all the existing roof. Minimum anchorage shall be provided to each member bearing on the exterior walls 4 pt bra tc n shall be provided at all gable ends. where 5. G.F.C.I. outlets shall be installed matt d y thy. code. where 6. S+^^ti nt shall be installed required by the code. 3401.8.2.3.2 The design professional shall conduct a site visit to ascertain the necessary work to be per- formed to comply with the requirements s' of this Section. 3401.8.2.33 The design professional shallpn seal an inspection report and indicate d the tdha vbuilding remedial actions to be perform submittal as a part of the permit plans. Olga Repairs and alterations 3401.83.1 Repairs and alterations not increas in; the area of the building. made within any 12 moor period. shall meet the requirements of this section. t GL� (� W . v'de PERMIT NO. ADDRESS: MIAMI SHORES VILLAGI BUILDING / ZONING DEPARTMEI SECTION BY ' DAT ZONING' • ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL t. SAW:I to compliant. with ett Federal, S County. Village Idles and mutations. Village Ism no responsibility for accuntcy otlor results the plans. 2. Thl. copy of plan: must be evallabl building cite or no Inspection will be tondo JOB ADDRESS 7 APPLICANT 1 ( 77- PHONE # APPLICATION 6_0/9/1PJA) •SHEET OF MISCELLANEOUS DATE ZIEVIN6 ! , i, ""; ( ( te-k .:!) 119 ik/ atj 0612 • 46) • C ('"W» rs r n 0 tc 6? 4 1":" iC - ; P.2 7 y • COMMENTS L i ( Y64,. 6ES A-0. Qf A11 iffZ d INITIAL: o see 4-4 A-6 AecolL t Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. P "4' ` /6 '4/ Job Name Sb * YI- ELECTRICAL CRITIQUE SHEET ,o ' !'7/�`�° ��1' -/ ' C3& - 5 6S fit., 1. E 1. 7,t/e ..,1 jZ1 S h- ' /. .� J / 1-1Z- �>ek�t ��•oc G-�L �1»J p`% so�L S©e 411. XiyG �~/S �•� Xi, ��� -S Y 7-p use 195 A 4 /. /, ion p / s `j/ e .max sT if ' �, I A - - sAI dG,:s27.2, 7 oh �,� / a 0IG A-0 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 04 — 7 4 Job Name ill(,1 /r- T/-/ GCS 1 C. Lf E 30 9 NE g 9 Sf: STRUCTURAL CRITIQUE SHEET ,?oz 3 - 7 2 4 5' AAP l Y are 5/i /1 using on / 7 - 2'4 hdl/ fv $u fifior-/ 28 1 ( /,i 51/7q h 6rr 'ou ?Were hee- "S/rnpson S/i t3 o/ 3 _ sue'e 4e/-1-...A ecZ ea/V -1- / ca fi /P / /lid i% l 5 ii G 11 o tv capiiic417 near /he ne, Ie.. pc, Miami Shores Village Building, Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 44 / 7.$ Job Name N1v72' €tZ, /�9o/eT CR171 &UE 3a9NE STRUCTURAL CRITIQUE SHEET Ai%'146 t - is > 25" 7 Of ceiiip!y i1 � ALL previs/u,75 01 it C 5-ec• 34o1,1 3 , See, I> - a /5"- 3 j Dt yc�'ah' k Av he 5 4' K4 /e cl wa if Suppe,/ of beams w $ x 40 - We ea/c u/ l fhe re.e t rnc. a/ e4 4 c,781 Sri h� - 13'x /4'' - Miry d P ;L. 514h 7 ' 5 ( 1 1 - = 24- FM/ Part' F'-or = 2.0 ceil4 t o L 4.0 It f/h ff' lova ,. 154- (7 '! R,ea u l . / 2 ( / 5 4 - = 2 8 , 0 2 . 8 = 7K/b 5/6 ba/h are frog;sI1 under- 5'1)M_, In 5 shear, geiel -c Phis leCrt 64 "'"3 C FN '2005 RIO B 0 1 1 45 <DED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION R f?k ECORDEI) E 311 : 1.11, 1 5/21► ( 19 t ir�15 09:53:03 :.,,;.1�„ 53. -3 G Q HARVEY RUVIN, CLERK OF COURT ERMIT NO. 1 3 P b� —���� TAX FOLIO NO. 11 1 3 a. Db b3 S� to LASTIPAAEE COUNTY, FLORIDA 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: ) t S4,or s 5¢ CI 1 AMV ?i5 ID- ID L 1 t S 4 l' 1 V2 l� 13 Lk yo 2. Description of improvement: 1 iLutD S uni G'. a (\Aeon 3. Owner(s) / name and address: CC1T i JL LL ( - 4 T lhb 1. 3 oc I t- 44v St- it'`tkall , F(- 3313/. Interest in property: too '1. Name and address of fee simple titleholder: 16 , 40. 4. Contractor's ame and ddres : Kix d t nt_ b ti l A'Ml CDr p, 1(0l. n ME_ Oil- Au.( M 1 /1 3310- 2 5. Surety: (Payment bond require by owner from contractor, if any) Name and Address: It r Amount of bond $ 6. Lender's name apd address: YI 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Print Owner's Name Sworn to and subscribed before me this —3 day of 12— Notary Public: Print Notary's Name: My commission expires: NOTICE OF COMMENCEMENT Ara D'CIA& ‘\ it t— SEAN BRITT My Comm Exp. 2/2005 No. DD 004882 Pew* Known 11 Oew, I.oc STATE OF FLORIDA, COUNTY OF DADE I HEREBY CERTIFY that 1h!s is e54Ay of the origin!, i d in this office o _ ,�_ da of j9)♦ 1It(` A NO WI ►ESS my and and 4 fiic!a! Seal. HAR EY R /IN, CLERK, o C'' - end Coun fs By , / . 4 / ....`sll D.C. 11' ;;`1 111111111111111 1111111111111111111 1111 Prepared by ,2O 7, . Address: 11 X - „ /t4 (7}4 , - e /(J /t. t 0,4Zt -c A - 1-f , f%C 364,7.- z DATE: a118105 NUMBER OF PAGES INCLUDING COVER .L. BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES, FLORIDA 33139 -2382 TELEPHONE: (305) 795 -2204 FAX: (305/ 758 -8972 FAX TRANSMITTAL BLDG DEPT q�q -113 TO: Gxrllf, FAX: 3dSISIq' r 11 1 1 114' FROM: Nonuck (Er44 FAX: (305)756 -8972 MESSAGE: CNN N H S LAA 14 0 cidd . Z iu tt go Vov,LIN pow, . If you (Alcoa Alco 1 D c O to Vrthr fw t( kwL),,, S) Z c uLvt % i4, you yo)( Tar 144T T Th T (.0001h Inc Miami Shores Village Hal! BP2004 -1674 STRUCTURAL FEE $50.001 STRUCTURAL FEE $100.00 i STRUCTURAL FEE $50.00 1 3 • c7 cD • STRUCTURAL FEE $50.00 STRUCTURAL FEE $50.0 ZONING REVIEW $40,00 -- BUILDING FEE $4,650.00 " CCF - $93.00 TRAINING AND EDU$31.00 TECH FEE $116.00 - 0 . - Z,S BUILDERS BOND $300.00 SCANNING FEE $30.00' --> SUBMITTAL FEE ($250.001ALREADY DEDUCTED FROM TOTAL TOTAL $5,389.25 EL2005 -160 BUILDING FEE $510.00 CCF $1.80 TRAINING & EDU $0.60 TECH FEE $12.75 SCANNING FEE $3.00 TOTAL $528.15 MC2005 -67 BUILDING FEE $315.00 CCF $5.40 TRAINING & EDU $1.80 TECH FEE $7.87 SCANNING FEE $3.00 TOTAL $333.07 PL2005 -158 BUILDING FEE $245.00 CCF $4.20 TRAINING & EDU $1.40 TECH FEE $6.12 SCANNING FEE $3.00 TOTAL $259.72 L i I -so, 0 ( , 103 45l Miami Shores Village Building Department Permit No. Job Name Date BUILDING CRITIQUE SHEET s5 �,��s �-1z2 / .vie v� 4 uwd ,,'i ieece Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ext 1430 � g . zi Dot 7 . S44/721 "ir > 7J - � ce� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 rir/(4- Inspection Number: INSP -6136 Permit Number: BP2004 -1674 Inspection Date: 10/16/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Friday, October 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OCT 18 2006 Miami Shores Village, FL 33138- Block: Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 1 42 1 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 -6136 Permit Number: BP2004 -1674 Inspection Date: 10/16/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Friday, October 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OCT 18 2006 Miami Shores Village, FL 33138- Block: Permit Type: Residential Construction Inspection Type: Drywall Screw Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 Inspection Date: 10/11/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Tuesday, October 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OCT 12 2006 Block: Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 fob Passed Inspector Comments b t i l A ji 5 A_ A.J C/ 124(1-- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 10/11/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Tuesday, October 10, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OCT 12 2006 Block: Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 Insulation on walls OK. Ceiling insulation is not as per plans. Approved plans call for R -30. Provide manufacture's literature on the Icyrene Insulation system and revised approved plans to show the new insulation system. 10/4/06 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-61 rflmt.NU bet: 1 674 Inspection Date: 10/04/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, October 4, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 OCT 0 62006 Block: Permit Type: Residential Construction Inspection Type: Insulation Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 1 of 2 VAN C. DAVID R.A. October 6, 2006 Miami Shores Village Building Department Re.: 309 NE. 99 ST. C 2 FLOOR ADDITION Dear Sirs: Sincerely, Cc/ file rs CITY AR # 15344 1385 CORAL WAY, STE.. # 201 -B MIAMI, FL. 33145 • Tel (305) 285 -4343 Fax (305) 285 -4330 rriErJTT:11 OCT 1 0 2006 B r`: The undersigned, Juan C. David R.A, Architect of Record for the above property Certifies herein that the installation of the roof insulation complies with the design intent and with the Florida Building Code for the "R" value required. The product installed bellow the roof "sheathing" called ICYNENE, is a spray formula at a 1 /21b density, open cell material, capable to provide an R 20 value, above the minimum R 19 required for roof insulation. Therefore the above product can be accepted as an equal or better product complying with the Design intent, and with the Florida Building Code. If you have any question or comment, please call me immediately at (786)443 -6750. 100„t W 4. 2006 28 305 620 • PRODUCT SPECIFICATION ICYNENE. L PRODUCT NAME Icynene and The lcynene insulation System• are registered trademarks for polyicynene insulation manufactured by lcynene Inc kynene' spray formula Is a 112 lb density free rise, open celled materiai. 2. MANUFACTURER Icynene is made on site from liquid components manufactured by Icynene Inc Insiallatlon and on -site manufacturing is supplied by independent lcynene Lkensed Dealers. 3. PRODUCT DFSCRIPTION Icynene• insulates and air seals at the same time. Its performance Is less Installation senslt ve than factory manufactured insulation materials k Is an effective "breathing' air barter that can adlust wkh the building to maintain a seal against energy - robbing air leakage for the life of the building. Convective air movement inside cavities is virtually eliminated, providing mom tmiform temperatures throughout the building. The result 1s superior quality construction, with higher comfort levels and lower heating and cooling costs. Energy savings vary depending on bulkfing design, location, etc. icynene' is applied by Wm /1M liquid components on an open wall, aawl space or ceiling surface. Thera they expand 100:1 in just seconds to provide a flexible foam blanket of millions of tiny air cells, filling building cavi es and sealing crac and aevkes in the process. It adheres to virtually all sureaces, sealing out air infiltration. Excess material is easl'br trimmed off leaving a surface ready for drywall or other finish. 4. TECE LNICAL DATA (Based on Core Samples) Thermal Performance Thermal resistance Rlin. (Rai /Z5mm ASTM CS1a R3.6 hr: ft:' °F/BIU Rs0.62m' °C /W 9107 GALE - INSULATION Average Insulation contribution in stud wat 2"x4" =R13 2 "x6' = R20 The kynene Insulation System° provides more effective performance than the equivalent R -value of alr permeable insulation materials Icynene is not subject to loss of k value due to aging, windy conditions, settling, convection or alr inNtration; nor is h likely ro be affected by moisture related conditions. A FACT SHEET with R value data is available upon request. Aar Perm emicelASr /terrier /Air Seal The Icynene Insulation System* fills any shaped cavityy and adheres to all materials, mating assemblies with very low air permeance No additional interior or exterior air infiltration protection is necessary Air permeability of core foam: ASTM E283 data 0.0049 L /S-m' 075 Pa for 5.25" 0.0080 L /S-m' 075 Pa for 125" In all buildings, adequate mechanical ventilation /air supply should be provided for optimum IAQ (Indoor Air Quality). See ASHRAE Guidelines. Water vapor Pei waance Icynene is water vapor permeable and allows structural moisture to diffuse and dissipate. it will not entrap moisture in materials to which it Is applied. Water vapor transmission properties ASTM E96 data 16 perms 941 ngl(Pasm') @ 3' (76mm) thick 10 perms SAS ng/ f Pa"s m`) @ S (177mm) thick Because of its low air permeanc, kynene' is not infiitrated by moisture - laden air. Computer modeling of moisture movement in walls using a program (MOIST) developed by Doug Burch of the National Institute of Standards and Technology (NLST) sweated that a 1.0 perm rating vas not required when kynene'' insulation wog used, except in climates as cold or colder than Madleon, Wisconsin (7500 Hung degree days). This conclusion was In general agreement with other computer modeling of moisture movement In building envelopes performed In Canada. In those shuatons that warrant a vapor bonier, the use of Acneti Properties Barra C9baseeteeitio No. 0937 P. 2 f � 001 ICYNENE' — Spray Formula low vapor permeable paint on the interior drywall 1s adequate. Water Abeorpdoa Properties kynette• is hydrophobic and does not exhibit capillary properties. It does not wick and Is water repellent. Water can be forced Into the foam under pressure because it is open celled. Waver will drain by gravity rather than travel horizontally or vettiaily through the foam. Upon drying, thermal performance is fully rastored. Performance in a 2"x4" wood stud wall: STC Sound Tiansmission Class - 37 Hz Re q. 125 250 500 1000 2000 4000 ASTM E90 19 30 31 42 36 46 NRC Note Redualon Coefficient - 70 Hs. Freq. 125 250 500 1000 2000 4000 ASTM C 11 43 .99 .72 ]i .67 Actual performance is superior than reported test result because of Icynene°'s ability to control air leakage. Icynene will be consumed by Rama, but will not sustain flame upon removal of the flame source. k leaves a charcoal residue. It will not melt or drip. It should be applied in accordance with applicable buildhig codes. U.S.A. Spedflnrlon.1 Surface Burning Characteristics of Icynene° ASTM E84 Flame Spread <20 Smoke Development <400 Fuel Contribution 0 Oxygen Index ASTM D2863 23% N.Y. State Are gas to�lc cidty LC —12 CANADA Soedfiotlon>s C orner Wall 'Rest CAN4 6102 FSC3 Flame Spud 510530 Smoke Development 95450 , _ 4..2006 4:29y1 305 ego 8107 stecteieal Wni Icynene' has been evaluated with both 14/3 and 12/2 residential wiring (max. 122°F/50 It Is chemically compatible with alt electrical wiring coverings Noce: For any insulation of knob and tube wiring, Please reference local electrical code. Cor rosioa kynene' did not use corrosion when evaluated in contact with steel under 85% relative humidity condtrtons. Bacterial or Yuri Growth and Food Vs1ne Independent testing conducted by Texas Tech University has confirmed that kynene is not a source of food for mold; and as an mfr barrier; kynene' reduces the airborne introduction of moisture, food, and mold spores into the building envelope it has no food value for insects or rodents. Environmental / Healt /Sagely lc ynenco contains no formaldehyde or volatile organic compounds. It has been thoroughly evaluated for in -situ emissions by industry and government experts. VOC emmissions are below 1/100 of the rife concentration level within hours following the application of Icynene. A 24 HR waiting period is recommended for highly sensitive people prior to company: Not Intended for exterior use. Not to be Installed within 2' (50 mm) of heat emirdng devices, where the temperature Is in excess of 2001(93'C). • ICYNENE. The Icynene Insulation System* Healthier, Quieter, More Energy Efficient' Telephone: Toil Free: Facsimile: Wsbsite: E-mail: 805.383.4040 800.768.7325 905,363.0102 www,lcynene.com inquiryoicynene.com 5. INSTALLATI 6. AVAILABILITY 7. WARRANTY GALE - INSULATION The kynene Insulation System' is installed by a network of Licensed Dealers, mined in the installation of Icynene. Installation is generally Independent of envIronmental condt ons, It an be Installed in hot, humid or fleeting Conditions. Surface preparation is generally not neceisary Within minutes, the foaming process is complete. Check regional yellow pages or contact Icynene Inc. at 800758 - 7325 or our webslte at wwwicynene.00m. WHEN INSTALLED PROPERLY IN ACCORDANCE wtrH INSTRUCTIONS, THE COMPANY WARRANTS THAT THE PROPERTIES OF THE PRODUCT MEET PRODUCT SPEOFICATIONS AS OUTUNFD iN THIS PRODUCT SPECIFICATION SHEET. 8. TECHNICAL Icynene licensed Dealers and lcynene Inc provide support on both technlal and regulatory issues.Ardritectural specifications in a13-Part format are available upon request 9. RELATED REFERENCES All physical properties were determined through testing by accredited third party agencies. Icynene Inc. reserves the right to change spedfiations in Its effort to enhance quallty features. Please confirm Thar technical data literature Is current. 10. PACKAGING AND STORAGE Packaging - 55 drums Component 'A Base Sear' Component 'W Gold Sear No. 0937 P. 3 a 002 US. anon open top steel - 5501b. per drum - Polylsocyanate MDI - 500 Ib. per drum - Resin Storage Component A should be protected from freezing. Component B an be frozen but must be proteaed from overheating and prolonged storage (1201/19°C) 1007/38°C. Component B separates during storage and should be mixed thoroughly prior to use. 11. INSTALLATION SPECIFICATIONS Refer to the Icynene Installer's; Manual for expanded information. Bill To I CARRIE MUTTER Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Permit Type: Residential Construction / Work Classification: Date 05/15/2006 08/02/2006 08/01/2006 05/31/2006 05/15/2006 Wednesday, August 2, 2006 Fee Name Miscellaneous Fee Revision Fee Plan Review Fee (Engineer) Plan Review Fee (Engineer) Scanning Fee Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: RC -5 -06 -24816 Invoice Date: May 15, 2006 Permit Number: BP2004 -1674 Fee Type Calculated Calculated Calculated Calculated Calculated Total Fees Due: $176.00 SEP 1 PAID Fee Amount $35.00 $35.00 $50.00 $50.00 $6.00 Bill To CARRIE MUTTER Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 09/12/2006 Scanning Fee 09/12/2006 Revision Fee Tuesday, September 12, 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: MC -9 -06 -26117 Invoice Date: September 12, 2006 Permit Number: MC2005 -67 Permit Type: Mechanical - Residential / Work Classification: Fee Type Calculated Calculated Total Fees Due: $38.00 SEP 12 PAID Fee Amount $3.00 $35.00 Cf.tAk.k �� 1 �t,N,- b IaiokpMi .ri Shores Village AI& . iektiniq ULA BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Ro Owner's Name (Fee Simple Titleholder) Phone # Owner's Address 3 09 A.C" g sr. City /(. itti+%t c x2S State ' { Zip 33 9 5 Tenant/Lessee Name Phone 0 Job Address (where the work is being done) City Miarni S e County Miami-Dade FOLIO / PARCEL # Is Building Historically Designated YE'S NO Contractor's Company Name Contractor's Address City State Qualifier Name State Certificate or Registration No. Certificate of Competency No, Architect/Engineer's Name (if applicable) J rt ( Value of Work For this Permit $ Type of Work: DAddition Describe Work: * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** tic****'kt gkFees************** * * ** **** * *ati****** * * * * **** ** *** Submittal Fee $ Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Bond $ Code Enforcerment Structural Review. $ 0, 66 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax (305) 756.2972 Square / Linear Footage Of Work: DPBR $ Double Fee $ Phone # Phone # Total Fee Now Due $ Permit No 19 P. �` /43 r Permit No 3EIC: o , 7, a See Reverse side - J UL 3 1 Y: . �� Zip Phone # CCF $ CO /CC Technology Fee $ Zoning $ 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 FINANCINC, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the 2,1 c' t whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at 'he job ,ite for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. -, Owner or Agen Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _ _ day of , 20 by , day of , 20 , by who is personally known to me or who has produced who is personally known to me or who has produced__ identification and who did take; an Signature As identification and who did take an oath. -7 Signature NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************** *********************************************************** * * * * * * * * * * * * * * * * * * * *a * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) 8 Olo 1 `O4 STriAv # • Plans Examiner Engineer Zoning CDPO 0-10 NOTE: DIMENSIONS MAY VARYAFTER FIELD MEASUREMENTS. 2" 48" 1 r 6 2 3 4 5 7 8 9 R92 00000 58" } M C P ODEL- USTOM LAN VIEW }" 0 A. BOLTS • ELEVATION GSC Quality Products On Time. MANUFACTURER GENERAL STAIR CORP. 640 W 83rd STREET HIALEAH, PL S9014 (905)764 -4400 FAX (305)764 - 120 PROJECT SMITH RES. HILTI - XZF22P8THB X 1" LONG DRIVE PINS DRIVEN INTO SLAB. 14 GA. STL STRAP (USP RT12F OR EQUIVALENT) DETAIL A STAIR TO SLAB CONNECTION 8d NAI STRAP TO BOTTOM. OF ST EVERY OTHERSTRAP HOLE) JUL 3 1 2D� L$ STRINGER (USE SECTION 1 4 X 4 . POST SECURED TO SLAB W/ STL. POST ANCHOR (USP 1344 OR EQUIVALENT) SHOT W2 -1" DRIVE PINS TO SLAB AND NAILED TO POST( -8d NAILS). DETAIL E POST UNDER CARVED SECTION 4 X 4 POST ATTACHED W /(3) HILTI PINS © RISER & (3) led NAILS TO POST. OR ATTACH 4 X 4 POST TO TREAD W /(2) WOOD SCREWS. • • • • • • • • • MODEL CUSTOM CONTRACTOR/DEVELOPER TOWER CONTRACTING • • • • • •• • STRINGER IS LAMINATED TO A THICKNESS EQUIVALENT TO THE SIZE OF A 2 X 12. EA LAMINATE IS GLUED AND NAILED TO EA. TREAD AND RISER. THE LAST LAMINATE IS GLUED ONLY. 2 X 2 BLOCKING NAILED TO TREAD AND RISER. 2 X BLOCKING NAILED TO STRINGER, RISER AND TREAD. 1 X SPRUCE tK1 OR 3/4" COX PLYWD. RISER. 2 X SOUTHERN YELLOW PINE 01 (ACTUAL THICKNESS IS 1 1/2") TREAD. •••• •••• NOTE: SUBFLOOR ADHESIVE 13 USED IIQipQrOt{ TO NAILS ON WOOD COMPONENTS. • • • • LAMINATED STRINGER WITH CLOSED RISER DETAI DRAWN BY: JAG OK'D BY: DATE ISSUED: O1/13/O6 DATE REVISED: 5- 24 GA. X 1 1/2" SCREWS IN EACH LEG OF 1 12 "X212 "X1/8" L ANGLE 2"X 12" STRINGER STAIR �ZSG/D. MEMBER RISER ATTACHED TO WD. TRUSS OR W. • M!'MBER WP(d) 9 12" X5' LAG SCREWS • • fr OUGH RISER M EM BER. Rtip� HROUGLI 4)§ • • • WD. • • • • ggS TA I R T HH O pp 6 QQ O N C . 51 .. • • • • (7V/ 2" 5 B AN HORS OR • • • . • • (01/4" X 5 "sAPCONS. • • . •• DETAIL C • • .••• 2 "X RISER r p 22242 orla do m. fotttrl cons ting a gine,(s, pa. � s. miami, 33155 phone: 305 - 262 -6225 fax 305 - 262 -2014 9 SHEET 01 OF 01 A B4. MA' AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD 89. BASE FLOOD ELEVATION(S) t UMBER DATE EFFECTIVE /REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 12025C0093 J 7 -17 -95 3 -02 -94 X Not Available 'f OaA) etc' ,-.0410 BUILDING OWNER'S NAME Smith 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER Designation Date: FEMA ForrSi 81 -31, January 2003 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE 7 Important: Read the instructions on pages 1 - 7. 157921 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: Policy Number Company NAIC Number BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 309 N.E. 99th Street STATE Florida CJTY Shores, PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Resident LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: ( ##° - ##' - ##.##" or ##.##### °) 1 I NAD 1927 I I NAD 1983 SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION SOURCE: 1_1 GPS (Type): 1 -1 USGS Quad Map 1_I Other i Shnrps / 120652 B2. COUNTY NAME Miami -Dade B3. STATE Florida B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. FIS Profile LA FIRM \ I —I Community Determined I I Other (Describe): 1311. Indicate the elevation datum used for the BFE in B9: I NGVD 1929 1_I NAVD 1988 II Other (Describe): - B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I I Yes ILI No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I_IConstruction Drawings* I_'Building Under Construction* IX_IFinished Construction 'A new Elevation Certificate w II be required when construction of the building is complete. C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pagas 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones A1-A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR /A, AR/AE, AR/A1-A30, AR/AH, AR /AO Conplete Items C3.a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or S c jon G, as appropriate, to document the datum conversion. Datum NGVD29 Conversion/Comments NONE Elevation reference mark used /U — v 97 t � Does the elevation reference mark used appear on the FIRM? Li Yes No ❑ a) Top of bottom floor (including basement or enclosure) 9. ft.(m) ❑ b) Top of next higher floor Z. ft.(m) ❑ c) Bottom of lowest horizontal structural member (V zones only) ft.(m) ❑ d) Attached garage (top of slab) 9 12 ft.(m) ❑ e) Lowest elevation of machinery and /or equipment , D Q '7 servicing the building (Describe in a Comments area.) / /%19 C. ! /ft.(m) ❑ f) Lowest adjacent (finished) grade (LAG) 7° ft.(m) ❑ g) Highest adjacent (finished) grade (HAG) 9� ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3.h/ 3y -a s_g. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION O.M.B. No. 3067 -0077 Expires December 31, 2005 ZIP CODE This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER' A LICENSE NUMBER TITLE COMPANY NAME 7 _PROF SS ONAL SURVEYOR & MAPPER LANNES AND GARCIA, INC. ADDRESS CITY STATE ZIP CODE 359 Alcaz r Avenue. Coral Gables, Florida 33134 SIGNATURE DAT TELEPHONE 3—z 2�_! ( 305) 666 -7909 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and /or Bldg. No.) OR P.O. ROUTE AND BOX NO. 309 N.E. 99th Street CITY. Miam Shores, COMMENTS ADDRESS SIGNATURE COMMENTS LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS FEMA Form 81 -31, January 2003 STATE F1nr- ir7a ZIP CODE 4. • Policy Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. P7 wv - doe /Pi ro /4_=- ,, t -Z' /2 , l� Ovq7 & J G: — - 6 ' L z = f lar ,,('c' ,4-O/6 7 • ' ' I _ I Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1. through E5. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1 -1_I ft. (m) I_I_I in. (cm) I - 1 above or 1 below (check one) the highest adjacent grade. (Use natural grade, if available.) E3. For Building Diagrams 6 -8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1 I 1 ft. (m) I 1 (cm) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form. E4. The top of the platform of machinery and /or equipment servicing the building is 1 I 1 ft. (m) 1_1_1 in. (cm) 1 -1 above or 1_1 below (check one) the highest adjacent grade. (Use natural grade, if available.) E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1 1 Yes 1 1 No 11 Unknown. The local official must certify this information in Section G. - SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A -� (without a FEMA- issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to • the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME CITY STATE ZIP CODE DATE TELEPHONE SECTION G - COMMUNITY INFORMATION (OPTIONAL) TITLE TELEPHONE DATE For Insurance Company Use: Cpinpany NAIC Number U Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. II The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. I_; A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or. Zone AO. G3. I1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for I I New Construction 1 1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: ft. (m) Datum: . ft. (m) Datum: _I Check here if attachments Replaces all previous editions Prepared by and return to: COLEEN 0. HENDERSON ESQ COLEEN O'LEARY HENDERSON, P.A. 2601 S. BAYSHORE DRIVE, SUITE 250 COCONUT GROVE, FL 33133 Grantees tax identification number Property folio number 32060135490 Warranty Deed This Indenture, Made this .th day of 2004 between JAMES DE MOLYNEUX, A SINGLE MAN, A SINGLE WOMAN an N. REX CRAWFORD, A SINGLE MAN, grantor * , whose post office address is 501 GRAND CONCOURSE, MIAMI SHORES, FL 33138, and CARTE MICHAEL MUTTER and TIMOTHY HENRY SMITH, A SINGLE MAN, AS JOINT TENANTS WITH RIGHT OF SURVIVORSHIP, grantee * , whose post office address is 309 N.E. 99TH STREET, MIAMI SHORES, FL 33138. * "grantor" and "grantee" are used for singular or plural, as context requires WITNESSETH: That said grantor, for and in consideration of the sum of TEN AND N0/100 DOLLARS ($10.00) and other valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained and sold, to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in MIAMI -DADE County, Florida, wit: Lots 15 and 16 and the West 1/2 of Lot 17 Block 40, of MIAMI SHORES SECTION 1 AMENDED, according to the Plat thereof, recorded in Plat Book 10, Page 70, of the Public Records of Miami -Dade County, Florida. SUBJECT TO RESTRICTIONS, RESERVATIONS AND LIMITATION OF RECORD, IF ANY, AND TAXES FOR THE YEAR 2004 AND SUBSEQUENT YEARS. and said grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, grantor has hereunto set grantor's hand and seal the day and year first above written. Witnesses Pr witness signatua /Q i liQ- LA �' —� r ; ' �� K` Print witness name (�) /�(� ( ess signature) Pi' t witness name 3 (14.,t1E 6 V. —L /0SM STATE OF FLORIDA COUNTY OF MIAMI -DADE (Seal) ' ' .a�� coLpir tsstan # DD 031077 $. 21res July 1 2005 �` • '�� •: '°� P4Mded Thru .F..... peC Bonding Co., inc. The foregoing instrument was acknowledged JAMES DE MOLYNEUX A SINGLE MAN and N. is /are p wally kna to me or who has/have identi ion - Coleen O'Leary Henderson "4° (Seal) ( J ES DE MOLYNEUX before me this t t l day of J? -2004 by REX CRAWFORD, A SINGLE MAN, who produced ► Notary Public Print Name: My Commission Expires: 1111111 1111111 1111111111111111111111111111111 CFN 2004R0674359 OR BI; 22551 Ps 1719; Ups) RECORDED 08/06/20 4. 11:48:26 DEED DOC TAX 2650,0') HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY► FLORIDA LAST PAGE as MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA shall not be valid after Division (In Miami Dade Coun have this product or material the accepted manner, the m revoke, modify, or suspen to revoke this acceptan material fails to mee This product is Zone of the Fl DESCRIPTIO APPROVAL DOC IMCMETET a�� a 6 2006 L., B Y: JOB PY • . ..... • . • • . ••... • • • • . • . . . • • • •..... • MIAMI.DADE CQUNT:1 i FLORIDA • MB;I'I30- bAa$FL BtjILfING• • 140 WESTt1AGI ER STR IT EET, S U 1 4 3; • : MIAMI, FLORIDA 33130 -1563 • (305) 375 -2901 FAX (305) 375 -2908 .... • .. •.. • • • .. • • • .. • • • • • ... •• 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). date stated below. The Miami -Dade County Product Control (in areas other than Miami Dade County) reserve the right to assurance purposes. If this product or material fails to perform in incur the expense of such testing and the AHJ may immediately product or material within their jurisdiction. BORA reserves the right 'fled by Miami -Dade County Product Control Division that this product or is of the applicable building code. ribed herein, and has been designed to comply with the High Velocity Hurricane ode. 640" Aluminum Casement Window ✓ NT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact ✓ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 1224.02 Expiration Date: May 22, 2008 ✓ Approval Date: May 22, 2003 Page 1 r �N o PGT Industries A. DRAWINGS NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) • • ... • • • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • ... • • • • • • .. • .. • ..... • • • . • • • .... • • . .. .... .. .. • • .. .. • • ... • • • .. • • • .. .... .• • • • • . • .. .. • ......S • 1 Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. EFL 02134 dated 10/8/02, signed and sealed by Joseph Chan, 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02129 dated 10/3/02, signed and sealed by Joseph Chan, P.E. 3. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02124 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 .. • • • • • .. • PGT Industries • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • ..... ... .••. • •••• • • • • .••• • .. • • • • • • • • . • • ••• • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) • • • • • • • ••• •• • C . CALCULATIONS • • • • • • • ••• • • • 1. Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. 2. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. E. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. ' 4. F. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • .. • Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 newer. F.K. newer rawer aam er F.X. NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 4. F. FOR "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR WI "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID-SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582 & FTL -3587. 3/17433 Owe. newom A Oen: Der: 12/17/02 ueueder REVISE ANCHORAGE NOTE 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 } x 0 } x 0 x CONFIGURATIONS OPTIONS } x } 0 } x x 0 0 x x 0 x • UNEQUAL LITES x 0 UNEQUAL LITES 0 x UNEQUAL LITES .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS Visibly Better 1/8" HEAT 5/16" LAMINATED GLAZING DETAIL STRENGTHENED GLASS .650 NOM. GLASS BITE 3/16' HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL a.e.fe,a.e CA -740 NTS Meer 1 d 11 NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 .DESIGN PRESSURE TABLES 4-7 SECTIONS 8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9 -10 PARTS LIST 10 ANCHORAGE 11 • • 7045 -8 • • • •• • • •••• • • •••• NOTES AND GLAZING DETAILS • •• •• ALUMINUM CASEMENT WINDOW, IMPACT Navy • *L Approved as complying with W Florida B e` C Date 05 2Z ?t NOAH Waal Dade Product G•tn rater • • • •••• • •• •• • 3l2//a3 •• • • • • • •• ••• • • • • •• • ••4 Luua 1,m , P.E. PE 58201 • �Ical • • • • • • • • •• • • • •••• •••• • • • • • ••• • • • ••• • ••• • •• .• ••• • • • •• • 1 1/2" l / -- CENTERLINE 1 i 1 1/2"—f \ ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) MID-SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. 30" MAX. DAYLIGHT OPENING X 134 MAX. WIDTH 53" MAX. DAYLIGHT — OPENING 1 ,, ) r O 30" MAX. DAYLIGHT OPENING X 56" DAYL OPE 4" MAX. } 4" MAX. ANCHOR LOCATION TYP. SEE MID -SPAN ANCHOR DETAIL TYP. (2) 37" MAX. VENT TYP. 7" \ 4" MAX. --- ANCHOR LOCATION TYP. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 13" MAX. O.C. 60" MAX. FIXED SEE MID-SPAN ANCHOR DETAIL / TYP. (2) / 7" 13" MAX. O.C. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 5-7 FOR PRESSURES) 4" MAX. 4" MAX. I AX. IGHT D ING 63" MAX. HEIGHT 1 74" MAX. WIDTH 30" MAX. DAYLIGHT OPENING \ �_ J / X SEE MEETING RAIL DETAIL [TYP. (2) 14 1/2" MAX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 4 FOR PRESSURES) 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT Approved r complying MO the gt� u9 NOAH O "L- KZ9:OL Miami Dade Product Control DIv uMor •• • • • • •••• ••e • • • •• • •••• \ / --- —� - 14 1/2" MAX. O.C. VENT HEAD & SIL1,12k1L% • • fi { •404 SEE MEETING RAIL DETAIL TYP. (4) • 3::217 • •••• . • • • • • •••• • •• ••■ IbM ay F.K. !Lad By Render Oa"" ny F.K. Dor 3/17/03 Deb: DOW 12/17/02 A nrSI"d ey REVISE ANCHORAGE Deo 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 P Visibly Bean XX" & XOX" ELEVATIONS •• • • ALUMINUM CASEMENT WINDOW, IMPACT ay. • • A ! CA-740 NTS 2 r 11 ntieq IN IV as 7045 -8 •••• ••e • • • •• • ••4 Loa EA a mer, P.E. PE 201 !! • • • • • •• • • • •••• • ••• • • • ••• • ••• • • • • •• ••• • • • •• • • •••• • • • • • 32" MAX. WIDTH 25" MAX. DAYLIGHT OPE ING 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING SEE MID-SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. I 4" MAX. I--- I MAX. O.C. 14 1/2° ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY Raved By: O.s or: 12/17/02 R. "vs m.e"d By Dow Roma Br 0"Y: Nato..: F.K. 347/03 A REVISE ANCHORAGE &..d BY Omer O.110.. er F.K. 65" MAX. DAYLIGHT OPENING 72" MAX. HEIGHT L_ 4" MAX. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. i 4" MAX. 30" MAX. DAYLIGHT OPENING 37' MAX. WIDTH 30" MAX. DAYLIGHT OPENING X 4" I 141/2" MAX. O.C. ELEVATION "0" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) 97" MAX. WIDTH 1070 TECHNOLOGY DRIVE NOKOM IS, FL 34275 P.O. BOX 1522 NOKOMIS, FL 34274 56" MAX. DAYLIGHT OPENING 53" MAX. DAYLIGHT OPENING P ST Visibly Betrer 63" MAX. HEIGHT / 1-..--.-1--13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) 13" MAX. O.C. / 4 I 56" MAX. DAYLIGHT OPENING 63" HEI 1 4" MAX 4" M AX.—' "E" - 63' HIGH "0" (SEE SHEET 5 FOR PRESSURES) -- --� 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) M AX. GHT SEE MEETING RAIL DETAIL SHT. 2 TYP. (2) _LL 4" MAX. 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO' & "OX" UNEQUAL LITE (SEE SHEETS 6-7 FOR PRE$$1,11ES) • "X", "0", XO "& "OX" ELEVATIONS • • • • • •• • • •••• • ••••• ALUMINUM CASEMENT WINDOW, /MAT • C.4-740 3 + 11 704 - 8 •••. • • • • • • • • • • •• • APptosed et coming with the Fluids Bel _pd. NOAH Miami e Product Control Div e •..• • • •••• ••••4• •••• • . �J 4 • • • • • •• 56" MAX. DAYLIGHT OPENING 63" MAX. HEIGHT •••• • • • • 4.1.a P X T 82 O1 , P.E 5112 • Medu"Ical • • • •••• • • •••• • • •••• • • • • • ' OOMPARATIVE ANALYSIS TABLE 1. (BASED ON 1/4' TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587 • GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) �� HEIGHT "X" 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 66.000 69.000 72.000 • O\QDTH NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS, NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS O 19 125 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 •`• • B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 • •21.000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -89.6 70.0 -86.3 70.0 -84.2 70.0 -83.2 70.0 -81.7 70.0 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 • $.500 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -83.6 70.0 -79.9 70.0 -75.4 70.0 -72.4 70.0 -69.9 69.9 -67.8 67.8 -66.2 66.2 -65.0 65.0 -63.7 63.7 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 30.000 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 -51.3 51.3 -49.8 49.8 -48.3 48.3 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 32.000 A -90 70.0 ' -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 -45.6 45.6 -43.9 43.9 -42.2 "42.2 B -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 _ -87.8 70.0 -84.4 70.0 34.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 -54.9 54.9 -51.8 51.8 -48.6 48.6 -45.2 45.2 -42.4 42.4 NOTE: °X" WINDOWS WIDER THAN B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 36.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 32° AVAILABLE AT MAX. HEIGHT OF 63* ONLY. IF USING 3116° TAPCONS OR #12 SCREWS DESIGN PRESSURE IS LIMITED TO 53.4 P.S.F B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 37.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS; "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 X GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH 1 -90.01 70.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS 37.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 43.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 App.ored a eosplyie{ M e Ire Z ° 48.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 NOM 57.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -74.4 70.0 -69.6 69.6 -65.2 65.2 -63.0 63.0 -60.8 60.8 -58.0 58 0 rf7 •� Product Centre! A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 x B 64.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 x 68.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -65.5 65.5 -57.5 57.5 - 54.9 54.9 -51.8 51.8 - 48.6 48.6 -45.2 45.2 -42.4 42.4 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS, "XX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) NOTE: IF USING 3/16° TAPCONS OR /"""- /J1� v 3/2//a3 Lucas A. Turner, P.E. #58201 M ,ALL "XX " SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.01 70.0 #12 SCREWS DESIGN PRESSURE FOR °)X" WINDOWS IS LIMITED TO TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS; "XX" WINDOWS TEST REPORT: FTL -3580 46.7 P.S.F GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1 -90.01 70.0 ....dBr: F.K. mr: 3 ,,,,,, R.ww .4 REVISE TABLES 1 AND 3, GLASS T1PEA o.ewn PRESSURES- X & )O( CONFIG. WINDOWS B. K. mr n.".mr 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 . ALUMINUM CASEMENT WINDOW IMPACT wy By - Croon . F.K. F.K. o.. 9.1t 12/17/02 .0.0 Br 000 I Via* Better X740 NT$ 4 r } / I w•ro. 7045 -8 A • • 0• • • • • • • •••• • •• • • • • • 0 • • • • ••0• • • • • • • • • • •• • • • 0000 •• • • • • • • • • • • •••• • 0000 • • 0000 • • • •• •• • • •• •• • • •0• • 0000 000 • • • • .. • • • • • .••• • • • • • •••• • • •• • • • •••. • • •• • • • •••• •• • • • • • • • •• •••• • • • •••• • •••• • • •••• • •• • • • •.• •• • ••• •• • •• ••• • ••• • • • • ttIMPARATIVE ANALYSIS TABLE 6.(BASED ON 1/4" TAPCONS OR #14 SCREWS; "O" & "1/4- 1/2 -1/4 XOX" WINDOWS 'EST REPORTS: FTL -3580, FTL -3582 39.500 •• • ••• GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) HEIGHT 44 . "O" "XOX" WIDTH WIDTH �- .•000 `• • 37000 • 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 Row 1 E F.N. 1.�eT R.,tl By Awm By F.K. 72.000 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 117.000 120.000 wr 3/1 Dab: d4: 12/17/02 A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A RaNYV»: 26.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0, 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 56.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 36.000 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 38.375 NEG -70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 -75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 REVISE TABLE 6, GLASS TYPES A 6 C Ds 43.000 NEG -60.4 -75.0 -90.0, -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 - 47.5 -75.0 - 84.3 -46.2 -75.0 - 81.8 -44.8 -75.0 -79.4 -43.5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0. 70.0, 44.8 70.0 70.0 70.0 48.000 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -53.6 -75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -75.0 - 75.0 -42.5 -75.0 -70.7 -41.3 -75.0 - 69.0 - 40.4 -75.0 -67.3 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, 34274 POS 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 '70.0 46.1 70.0 70.0 45.3 70.0 70.0 70.0 42.5 70.0 70.0 41.3 70.0 69.0 40.4 70.0 50.625 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 -90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.6 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 - 75.0 -70.1 -42.2 -75.0 -68.4 -41.2 -75.0 -66.7 -40.2 -75.0 - 64.9 -39.2 -63.3 POS 51.1 70.0 70.0 49.9 70.0 70.0 46.9 70.0 70.0 70.0 70.0 50.9 70.0 70.0 48.6 70.0 46.9 70.0 70.0 44.2 70.0 70.0 70.0 70.0 42.2 70.0 68.4 41.2 70.0 66.7 40.2 70.0 64.9 39.2 70.0 63.3 54.000 NEG -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -75.0 -81.8 -75.0 -75.0 -43.5 -75.0 -42.2 -75.0 -41.9 -75.0 -65.4 -40.8 -75.0 -63.6 -39.8 -75.0 -61.8 -38.7 -75.0 -60.4 -37.6 -75.0 -59.1 POS 70.0 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 70.0 70.0 70.0 70.0 43.5 70.0 70.0 42.2 70.0 66.5 41.9 70.0 65.4 40.8 70.0 63.6 39.8 70.0 61.8 38.7 70.0 60.4 37.6 70.0 59.1 57.000 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -44.7 -75.0 -76.9 -42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -61.8 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -37.6 -75.0 -36.7 -73.3 -55.9 swormadat POS 44.8 70.0 70.0 70.0 70.0 41.1 70.0 70.0 46.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 36.7 70.0 55.9 60.000 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 - 67.3 -39.2 -75.0 -63.5 -38.0 -75.0 - 60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -36.7 -36.1 -72.2 -54.5 -35.5 - 71.0 -53.0 5 11 POS 42.2 70.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70.0 60.0 37.6 70.0 59.1 37.2 70.0 57.5 36.7 36.1 70.0 35.5 70.0 53.0 63.000 NEG - 39.7 -75.0 -90.0 -38.6 -75.0 -90.0 - 36.5 - 75.0 -41.9 -75.0 -75.6 -39.7 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -36.2 -72.4 -35.9 -71.8 -56.4 -43.9 -75.0 - 70.8 -54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 -67.4 -50.0 POS 39.7 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 35.9 70.0 56.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 67.4 50 0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH ALUMINUM CASEMENT WINDOW, IMPACT Osaav 7045-8 A 4 2 0 4 0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0' WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Ampop.ror,ctializqcplytagc with the : Ad 0,4111"42Elflie Miami Dade Product Cashel PE 458201 Mechanical 't MPARATIVE ANALYSIS TABLE 8.(BASED ON 1/4" TAPCONS OR #14 SCREWS "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 • GLAZING OPTION: A. /16" LAMI (1/8 "A,.090,1 /8 "HS) • • . . WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC PCS NEG POS NEG POS • 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 X 8.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -67.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 • • • • • • •••• • • •••• • • • • • .• • • • •� • • • •••• • • • • ••• • •• • • • •••• •• • • • • • •• •••• • •••• • ••• • • •••• • •• • • • • ••• • • • •• ••• • ••• • • • • • ••• • ••• TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO`or "OX" & "1/3-1/3-1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1-90.01 70.0 NOTE: IF USING 3/16° TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. a.: 3/17103 Oeta: Rene By F.K. RewdBy 087 Omen By F.K. 0s Dar 12/17/72 Rriva A Relator rimer' REVISE TABLES, GLASS TYPE Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 30274 Visibly Better a.�taR PRESSURES- XO, OX, & 1/3-1/3-1/3 XOX WINDOWS iew ALUMINUM CASEMENT WINDOW, IMPACT sata"•a" CA -740 NTS ama 6 r 11 m.row 7045-8 lbw 1 3 X 1 3 O 3 X X O 0 X Approved r cooW7tlg w$h the Fiends 8 � � Date Z NOM, Miasl ade Product Control 3/f/a3 Lucas A. Tuner, P.E. PE 958201 Mechanical • • • • • • .... • • • •• • • • • • • • .• • • • •••• •••• • • .• • • • •••• •• • • • • • •• • a ••• • • • • •••• •••• • •••• • • •• • • • ••• •• • ••• •• • •• ••• • • •• • • • • • ' COMPARATIVE ANALYSIS TABLE 11.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS • 40X" VENT FIXED ' WIDTH WIDTH WIDTH • •• .49.264 • 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 Re. By F.K. Ram 0By: Cna" F.K. Dare 12/17/02 TEST REPORTS: FTL -3580, FTL -3582 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) HEIGHT 19.125 24.000 26.500 30.000 32.000 33.687 34.000 34.791 35.896 36.000 37.000 Dam ./17103 •00' A RrvYbu: CM1dae By 31.014 38.919 42.973 48.649 51.892 54.627 55.135 56.418 58.209 58.378 60.000 A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C 26.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5' 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38.375 NEG -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0 -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0' 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 REVISE TABLE 11, GLASS TYPES A & C 43.000 NEG -74.1 -75.0 -90.0 -56.5 -75.0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 - 75.0 - 90.0 -48.4 -75.0 -85.8 - 47.9 -75.0 -85.0 - 46.7 -75.0 -82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 -77.1 POS 70.0 70.0 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 48.000 NEG -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -69.3 -41.4 -75.0 -69.1 -40.4 -75.0 -67.3 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, a 34274 POS 64.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 67.3 50.625 NEG -60.6 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 - 75.0 -90.0 -48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 - 69.4 -42.4 -75.0 -68.8 -41.6 -75.0 - 67.3 -40.4 -75.0 - 65.3 -40.3 -75.0 -65.1 -39.2 -75.0 -63.3 POS 60.6 70.0 70.0 47.5 70.0 70.0 52.6 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 63.3 Viiibly Better r 54.000 NEG -58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -64.7 -41.1 -75.0 -64.1 -40.2 -75.0 -62.5 -38.9 -75.0 -60.6 -38.8 -75.0 -60.5 -37.7 -75.0 -59.1 POS 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 CA-740 57.000 NEG -56.1 -75.0 -90.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -39.5 -75.0 -39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 -55.9 NTS POS 56.1 70.0 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.6 37.6 70.0 57.4 36.7 70.0 55.9 60.000 NEG -53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 - 75.0 -77.2 -40.1 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 - 74.9 -58.4 -37.3 -74.6 -57.9 -36.9 -73.7 -56.5 -36.2 -72.4 -54.7 -36.1 -72.3 -54.6 -35.5 -71.0 - 53.0 7 11 POS 53.3 70.0 70.0 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 66.3 38.6 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 36.9 70.0 56.5 36.2 70.0 54.7 36.1 70.0 54.6 35.5 70.0 53.0 63.000 NEG -50.5 -75.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 - 36.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -68.6 -51.9 -34.3 -68.5 -51.7 -33.7 -67.4 - 50.0 POS 50.5 70.0 70.0 36.9 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34.3 68.6 34.3 68.5 51.7 33.7 67.4 50.0 "XO" & 'OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3580 ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH -90.0 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR 'OX" AND "X0X" WINDOWS IS LIMITED TO 41.3 P.S.F. PRESSURES- UNEQUAL CONFIG. X0, OX & XOX ALUMINUM CASEMENT WINDOW, IMPACT OrmAn 7045-8 UNEQUAL LITES 0 UNEQUAL LITES 0 UNEQUAL LITES Approved vs complying with Ues Florid B ad Date 5" 22 Di By PE #58201 MochanIcal • • • • • • •••• • •••• • .••• • • • • • • • •• • • • •••• •• • • • • • • • •• • • • •••• • • • • •••• •••• • • •••• • • •• • • • • • • • • ••• •• • ••• •• • • • ••• • ••• • • • ..• •• • ••• •• • • � • •• •• • • • MAX. HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION OPERABLE UNIT MAX. VENT DAYLIGHT OPENING (SEE SHT. 2) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX ►+ iIUJ „ MAX. VENT II� i1'4 ' 1114.1 DAYLIGHT OPENING �I (SEE SHT. 2) MAX. WIDTH (SEE HT. 2) L._ MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX REFERENCE "XO° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 f REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 9 CDO Approved r coma •itb tb Dote Florid. NOAH Miami Dade Product Control Div B .Pto'L..r�a.n 3 /zr / 3 ar" By F.K. %re Br: da.n Br: F.K. oer: 3/17/13 0s• 12/17/02 awn,. A 5.-: awed Eie NO CHG THIS SHEET Or. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, R. 34274 B&NCY SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT SMNAloglot CA-740 NTS I 8 11 n.v• v w 7045 -8 A Lucca A. Tumor, P.E. PE 458201 Mechanical • •• • • • • • •••• • •• • • • • • .... • • •••• • • • • • • • ••• • •• •• • • • • • •••• ••• • •• • •• • • • . • • • •• • • • • • ••• • •••• • •• • • • • •••• • •••• • • • ••• • • • • • • .•• • • FRAME ASSEMBLY • TUBE, MAT'L: 6063 -T6 a • :X" FRAME JAMB ▪ • ••• ••• • • • "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER #12x1 PH TEK SMS 13" MAX. 0.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. 0.C. W/ (2) SCREWS 3° APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 4 2.784" 0 FIXED FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7005A L 2.784" FRAME HEAD, SILL, JAMB I MATL:6063 -T6 43 4" DWG# 7002A 1 2.854" .062" NOM. 2.919" Approved as complylig wpb Ike le D.t Da 0 / NOM 4. 0 J Miami Dade Produet Costini Div � F.K. • Br nowd Dr.. Br F.K. 317103 A": Orr 12/17/02 Pnalonw A Or. By REVISED FRAME ASSNDETAIL SCREW SPACING or 1070 TECHNOLOGY DRIVE NOKOMIS. F1.34275 P.O. BOX 1529 NOKOMIS, FL 30274 Visibly Better ewbb EXTRUSIONS & ASSEMBLY DETAILS ALUMINUM CASEMENT WINDOW, IMPACT As1".,t C4 -740 NTS Seek 9 . 11 7045 -8 an: A Luca" A Tamar. P.E. PE 868201 Mechanical • • • • • • •••• • • • ' • • • • • •' • • • •••• • • •••• • • • • ••• • •• •• • • • • •••• ••• • • • •• • • • • • •• •• ••• • •••• ••• • •••• • • • •••• • • • •••• • •• • • • • • PARTS LIST ITEM •. • 02 • 3 • 5 • • 7 • • • 9 :0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 B.M ay F.K. lewd ay Bewd sy. F.K. DWG# 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 3/17103 Oar tion 12/17/02 RM.= A Chocked 9y. PGT. # 781 PQA 78IPQA 67017K 78X78PPSMS 7858ZA 710xI2FP 6TP247 6163K 61635K 60976 78x12PSTW/B 67004 712X1PPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS 68 X 1 QUAD PH SMS FRAME CORNER KEY 1/2 "XI/2"XI /8" CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE 010-24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE 68 -32 X .375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) 68 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 910 X .500 PH. PHL 5/16" LAMINATED (1/8A & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1/811S & I /BIIS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3 /I6HS & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLO111 SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE #12X1 "PH. PHIL 11.K. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE NO CHG THIS SHEET 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PARTS LIST CONT. ITEM 73 74 75 80 81 82 83 DWG II 7025 7016 7005A 1155 7010 7007 PGT. # 70834A 781 PQA DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER 48 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS 68 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER .706" .050" .865" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" .050" .865" ®7116" GLAZIBEAD MATL: 6063 -T6 DWG# 7042 .040" 1.000" .423" ---I 1-- 50 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 PST Vi b&y Bator .125" .062" -1 1.124 "F -- .093" 67 CASEMENT FRAME ASSEMBLY TUBE MATL: 6063 -T6 DWG# 7004A --1 993" r. 289" .040" 83 INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 2.701" dmoplive PARTS LIST & EXTRUSIONS raw ALUMINUM CASEMENT WINDOW, IMPACT avivalIela CA-740 NTS acmc 10 d 11 7045-8 IA Approved as complying with the Florida D log 9 NOM/ 2 Dots 9 Miami Dsde Product Conned Div By 3/ (/o3 Lucas A. Tumor, P.E. PE 858201 MOHranical • • • • • • • • •••• • • •••• •• • • •• • • • .• • • • •••• • •• • • • •••• •• • • • • • •• • •••• • •••• • •••• • •••• • •• • • • • • • • • ••• •• • ••• •• • ••• • ••• • •.• *APPROVED WOOD BUCK • A • • 1 1/2" OR MORE THICK • (SEE NOTE 2) • • ' • 1 /4 " MAX. SHIM 1 r '..• #12 #14 '•• SC REWS •• • • ll? 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 114 "MAX.SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) —1- 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITW TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM —1 r #12 OR #14 SCREWY 1 I 11111111. 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK J 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK 'LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM -7 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2 ".THICK Approved as complyiq with the florid lie dhg O Date Z NOM* Miami Dade Product Coming Div By R"K4 er F.K. Rm" By Rawl ar amen ar F.K. uou 3/17183 0 as: ar 12/17/02 Rnibn' A R"NWU: tJ Aa or. ADDEO014 SCREWOPT7ON ar 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PGT Visibly Better OwelAore ANCHORAGE DETAILS ALUMINUM CASEMENT WINDOW, IMPACT a�4net CA-740 I so` NTS 11 d 11 7045 -8 A Lucca A. Tumor, P.4. PE 458201 Mechanical MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: • • • •• • • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • • ••• • • • • ••• MIAMLDADE COUNTY, FLpRIDA, METRO -DAtLAG!,E feLiILIIINt 140 WEST FLdpLER /rREZT 1606 • • • • • • MIAMI, FLORIDA 33T30 -1563' (305) 375 -2901 FAX (305) 375 -2908 • • • • •• • • • ••••••-•--.. -• • • •• • • • • • •• This NOA is being issued under the applicable rules and regulations goveming 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 m 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: 2 "x Std. Wall - Aluminum Tube Clipped Mullion ✓ APPROVAL DOCUMENT: Drawing No. 6622, titled "2" STD. Wall Mullion Arrangement Detail ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, 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 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 NOA # 01- 0323.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.11 / Expiration Date: June 28, 2006 rr Approval Date: July 12, 2002 Page 1 •• • •• • 'it► GLAZING PRODUCT LIII■ y _ H •n: TYP. MUWON GLAZING PRODUCT '11' /1►, tttt��e GLAZING PRODUCT GLAZING PRODUCT ANCHORS: TYPE. • C" OR D' BOTH ENDS W WI W2 TYP. MUWON W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE. B; C' OR D' BOTH ENDS H NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, AND 5 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS I- --W- -I GLAZING H PRODUCT TYP. MULLION GLAZING PRODUCT 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTC-2902, 2903 AND 2975 Hi H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 M1) MULL LENGTH = W M2) ANCHORS: TYPES: "C" OR D' BOTH ENDS Robert L. Qarl, EE. RE. #39712 W = W1 +W2 H =H1+112 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 . MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W 1 +W2 MULL LENGTH = 111 1070 TECHNOLOGY ORNE NOKOMIS FI. 34275 ANCHORS TYPE 'A' Revel B' ANCHORS: TYPE. 13; 'C" OR D BOTH ENDS Chkd w W W = W I +W2+W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REVISED oa•PMn[ t•Itl the flMde BRid /q Code Acceptance No -0 t EcPGat �■ 1 By Mh. • Division BY: I Dade Product RAW Data: Revisions. • APPROVED AS COMPLYING MOH THE SOUT / • . L! •09 •1 i, X11 . (( . _ . _ I:L PRO • CONTROL DIVISION 4 • SW • COMPLIANCE OFFS EZy1CC NO. O I ' 0 22 . • Drown Br Oats: P.J.P. 4/28/00 •••• • • • • • INDUSTRIES Desorption. •••• • . • • . 2" STD. WALL MULLIQW. . RANG NT D t TL Rer. Senea/Modat Scale: i&heat• Droning ed. • • P.O. BOX 1529 •• NOKOMIS. FL 34274 MULLS 11C 1 'dfi22 •• e••• • • • • • • • • • •• • •••• • • •••• • ••• • • • • GLAZING PRODUCT G y _ H I ler 1 IF TYP. MUWON GLAZING PRODUCT GLAZING PRODUCT ANCHORS: TYPE. • C" OR D' BOTH ENDS W WI W2 TYP. MUWON W = W1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H ANCHORS: TYPE. B; C' OR D' BOTH ENDS H NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, AND 5 2. WINDOWS MAY BE MULLED TO A MAX. OF 5 UNITS I- --W- -I GLAZING H PRODUCT TYP. MULLION GLAZING PRODUCT 3. MULLIONS ARE APPROVED FOR IMPACT AND NON— IMPACT 4. REFERENCE TEST REPORT FTC-2902, 2903 AND 2975 Hi H = H1 +H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR H1 +H2 M1) MULL LENGTH = W M2) ANCHORS: TYPES: "C" OR D' BOTH ENDS Robert L. Qarl, EE. RE. #39712 W = W1 +W2 H =H1+112 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 . MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 MAX OPENING = W OR W 1 +W2 MULL LENGTH = 111 1070 TECHNOLOGY ORNE NOKOMIS FI. 34275 ANCHORS TYPE 'A' Revel B' ANCHORS: TYPE. 13; 'C" OR D BOTH ENDS Chkd w W W = W I +W2+W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REVISED oa•PMn[ t•Itl the flMde BRid /q Code Acceptance No -0 t EcPGat �■ 1 By Mh. • Division BY: I Dade Product RAW Data: Revisions. • APPROVED AS COMPLYING MOH THE SOUT / • . L! •09 •1 i, X11 . (( . _ . _ I:L PRO • CONTROL DIVISION 4 • SW • COMPLIANCE OFFS EZy1CC NO. O I ' 0 22 . • Drown Br Oats: P.J.P. 4/28/00 •••• • • • • • INDUSTRIES Desorption. •••• • . • • . 2" STD. WALL MULLIQW. . RANG NT D t TL Rer. Senea/Modat Scale: i&heat• Droning ed. • • P.O. BOX 1529 •• NOKOMIS. FL 34274 MULLS 11C 1 'dfi22 •• e••• • • • • • • • • • •• • •••• • • •••• • ••• • • • • MULLION CLIP CUT FLANGES OFF OF MULL CUP 70 FORM A V'- CHANNEL AND INSTALL AS SHOWN MIN. WOOD BUCK 21 arP) • 1 MIN. OR 6 " --{ TYPICAL MULLION TO MULLION INSTALLATION TYPE A ". MIN. r _4' OR 6 "-1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "8". NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CL /P —TO— OPENING. 2. REFERENCE TEST REPORT F7L -2902, 2903 AND 2975 IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. 112 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (50 AS NOT TO INTERFERE 111TH EACH OTHER) 112 S.M.S. ALL FASTENERS MUST BE D4DE COUNTY APPROVED. SEE NOTE j1 112 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 /12 WOOD SCREW MIN. PENETRATION INTO WOOD BUCK. ALL FASTENERS MUST BE LADE COUNTY APPROVED. SEE NOTE j1 r Robert L. Clark, P.E. P.E. #39712 Structural WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH W000 BUCK REMOVED FROM CONC. TYPE "C". INDUSTRIES Raved B , Drawn Tate: P.J.P. CI,kd By: Dat e: 4/2 OR 6 "---I !late: TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC, TYPE "0". PRODUCT REVISED as ccomplytag elk Ds Florida BoldIat Cade Aeceytaace No 02 - 070L 11 Eydrst ie Qf¢ By MD 1 Dade Product 4atrd • Divlslaa • • • •• • Revisions: • •••• •• • • • • •_ • Description: •••• • •• 2" STD. WALL MULLION &•CLIP• INSTA‘TdON DEJ • Series/Mode: Scats: 'Shoot • Drawing Alb. • • Re. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 • • • NOKOMIS, FL 34275 NOKOMIS, FL 34274 MULLS 1x 2;H g'22' • • •. • • • . /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE j1 MTN. fi" TAPCON MIN. 1} •• PENETRATION INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST BE D4DE COUNTY " APPROVED. SEE NOTE /1 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT 70 INTERFERE 177TH EACH OTHE SEE NOTE j1 MIN. 1 }' TAPCON MIN. 11 MIM PENETRATION INTO CONCRETE TRUCTURE.A FASTENERS COUNTY . MUST BE ,APPROVED. SEE NOTE /1 APPROVED AS COMPLYING V11TH THE SOUTH FLORIDA BUILDING CODE BY PROD • T .^ • OL • • BUILDIN• aciECOMPUANCE OFFIOE • ACiEgiiE NO.O A 2-7. • • • • • • • • • • • •• • •••• • • •••• •••• • • • • • • CLIP LENGTH CHART FOR 2x MULL MULL SIZE A' 2x4xb 3M 2x6xbg 5}M IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. 1 r _ 1 15: T 8 E MIN. FROM END (7YP) 8" MIN. [ (TYP) 'A' 2" MULL CLIP W /TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 513 / ,ez ec,e 1. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 #.397/L INDUSTRIES 8 � Reved BY: (Gate: Dram B7: P.J.P. rue: 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL J4275 NOKOMIS, FL 34274 B MIN. FROM ENDS (TYP) 2" MULLION CLIP Senee/uodel: MULLS 9 — 1 1 6 MAX. L 8 MIN.-1 2" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 513 PRODUCT REVISED 88 MINA'S Ma tie Fbelda Baldlag Code Aeeeptaate No • 2- Eagratyp D■te e%' 1 •• - - -.— I. II Mie0 1 Dade Prod tlet Control DINMee • • • • • Chkd By: Date: Revieio1ia' • Date: • 4/28/01 DeeorpBoa: ANCHOR LOCATIONS • • • • • • scale. • S? r'•5 • • • • • • • •• • 'A' -I APPROVED AS COMPLYING WITH THE SOUTH FWqJ��qA BUILDING CODE JUn e8 1_11 BY i / /i!!!ii7s i PRO �e t7TROL DIVISION f 8LJR ING CODE QOUPLIANCE OFFICE ACCEF 0 I - 0 36, .•• • ■ • •• •••• • •• • •• • • • • • .• •••• • B a.;ngEl• • • 6622 •••• • • ••• •••• • • • • • • • •-•-• • • • • .. 4W. .• • • • 2x STD. WALL MULLS MAT'L: 6063 -T6 Robert L Clark, P.E P.E. #39712 Structural 6 1070 TECHNOLOGY DRNE Rend By: 'Date: Drown By: P.J.P. P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Chkd By: Dot*: Dote: 4/28/00 • • • Revlllo}G• • • • • tom ••• PRODUCT REVISED u complying with the Florida Belding Code Acceptance No Expiration G2 - 0�0/ l Eapintlon Date Mla 1 Dade Ptodact Coateol DINaloe •••• .. APPROVED AS COMPLYING WRH THE BY SOUTH Fyili 4 @(11 1 PR • • r OLOIVISION , • • • • • Bl1ILr CUPSCOMPLiWCCd$•• •• ACCEPTAN•OI•. O r . o 7 11 -i • . •I• • • INDUSTRIES D t10A: • • • 2 STD. WALL MULLION P, dFIZES • „ • Swfu /Model: SooIo �h� C 0.000, No. • • • • • MULLS 1X•4 22: • • • • • • • • • •••• • • • • •••• • • • • • •• • •S•• • • • • • 2x4x1/8 6 Anchors 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 2x6x1/8 6 Anchors 42 48 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 170 170 170 170 170 170 157 131 117 111 95 83 72 57 54 25 50 170 170 170 170 170 170 170 170 170 170 170 153 134 105 100 59 170 170 170 170 164 148 134 111 99 94 80 70 61 48 45 21 OPENING WIDTH IN INCHES 60 170 170 170 170 170 170 170 170 170 170 149 129 113 89 84 49 170 170 170 170 146 131 118 97 87 82 70 60 53 41 39 18 70 170 170 170 170 170 170 170 170 161 152 130 112 98 77 72 42 170 170 170 170 133 118 106 88 78 73 62 54 47 37 35 16 80 170 170 170 170 170 170 170 162 144 136 116 100 87 68 64 37 170 170 170 161 124 110 98 80 71 67 57 49 42 33 31 90 170 170 170 170 170 170 170 149 131 124 105 90 79 61 58 33 170 170 170 156 118 104 92 75 66 62 52 45 39 30 28 100 170 170 170 170 170 170 170 139 122 115 97 83 72 56 53 30 170 170 170 155 114 100 88 71 62 58 49 42 36 28 26 110 170 170 170 170 170 170 164 131 115 108 91 77 67 51 49 28 170 170 170 155 113 98 86 68 59 56 46 39 34 26 24 120 170 170 170 170 170 170 159 126 110 103 86 73 63 48 45 26 170 170 170 155 113 98 85 66 57 54 44 37 32 24 23 130 170 170 170 170 170 170 158 123 106 99 82 69 59 45 43 24 170 170 170 155 113 98 85 65 56 51 41 34 29 21 20 160 170 170 170 • 170 170 170 158 121 103 95 77 63 53 40 37 20 NOTES: 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 1. � yl/ Robert L. Clark, PE RE. #39712 Structural IT INDUSTRIES 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Vertical Mull �Opening� Width Mull Length Horizontal Mull Opening Width Mull Length — ' Multiple Mulled Units Mull Length \_Opening Width Revsd »' rote: Drown By: P.J.P. CI,kd By: Dote: °° 4/28/00 Revisit,* • • • Description: nun: •••• • •• PRODUCT REVISED as complying wi6 the Florida Bolding Cods Acceptance No0 ?.0 ./ / 1 Expiration Date O4 e MY Dade rrodast Control Miaow APPROVED AS COMPLYING 1k1TH THE SOUTH FLORIDA JUN BUILDING COOE uu BY 71 /11)Jodp, PRO • ROL DMSION B r • AttgOMPUANCE OFFICE • • ACCESTAHIGY0. 01— ° 3 Vali, • # • • • • • • •••• • •• • PRESSURE CHARTS .••••• • • • • • • 2" STD. WALL MULL11:441.•°.RESS(,l1 CHAa'J • Sertea/Mode: S cclgg• hest• Draw* No.• • Rev. MULLS N • •5 t • • • 6x22 • —•-- • ' • • • • • • • •• • • •••• • • •••• • • •••• • • • • • M I A M IDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ••• • • • ••• • • • •. • •. • • • • • • • • • • • • • • • • • .. • • . • • • • • • • • • •.. • • • • MIAMI -DADE COUNTY, FLORID , . IlE/RT $U� IzII 140 WES'C F'LACILER d'REETT SUITE :61113 MIAMI, FLORIbA 3313(1-1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • • . • • • • . . . • • •• ••• •• • • • .. • • . • • ,•• ••• PGT Industries P.O. Box 1529 Nokomis, FL 34274 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: Series PW -701 Aluminum Fixed Window Y APPROVAL DOCUMENT: Drawing No. 4231, titled "Aluminum Fixed Window ", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/22/01, 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: Non - Impact & Impact Resistant t✓ 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 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 # 01- 0102.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.07 Expiration Date: September 13, 2006 Approval Date: July 12, 2002 Page 1 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. FULL CIRCLE 060" Maximum Area 19.64 sq. ft. LARGE MISSILE IMPACT WINDOWS v 1.) GLAZING: 7/16" LAMINATED W /INTERLAYER DUPONT BUCACITE PVB 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF . (3/16" HEAT STRENGTHENED /.090/3/16" HEAT STRENTHENED LAMI) +36.0 PSF & —36.0 PSF (3/16" ANNEALED/090/3/16" ANNEALED) 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT: FTL -2797 ELLIPTICAL 96" X 47" Maximum Area 24.61 sq. ft. 1 Robert L. ark, P. PE #39712 Structural L INDUSTRIES 1070 IECHMOLOGY DRIVE NOKOMIS, R 34275 Drown By F.K. iq ARCH. 48" X 96" Maximum Area 30.28 sq. ft. PRODUCT REVISED of complying with the F). Oda Belches Cede Acceptant No P.spintbn Date O l �O6 M pgle Plodect Cat • Reorad tly. Dote: Dote: 8 /13/01 • Rew • • •••• RFQP V J• Title: ALUMINUM FIXED Wll}IDo Sertea/Mode: Scale: • Shaat• P.O. BOX 1529 NOKOMIS FL 34274 PW -701 NTS ,.¶ DETAIL C SEE SHT. 7 Deacnplion: • • • • • ELEVATIONS, 7/1 LQMIRIATED VLASS • • •• • APPR644AiCOMPLYING Willi THE SOQRiE14filT latIILBWttOOE OA BY ,1j JJ LL 44 PRgt T •e NTROLOMSIOI • • BUILD CODE COMPW N CE OFFl ACCEPTAIICE NOQj a •• • • a • • • • ••• •••• • DawuVa7P•• • 4231 • • •••• • • • • a` • Row • • rr• • • 11 1 QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. 96" x 48" Maximum Area 25.13 sq. ft. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. /G LARGE MISSILE IMPACT WINDOWS CONT. Robert L. Clark, P.E. PE 039712 T ■ INDUSTRIES 1070 TECHNOLOGY DRIVE' NOKOMIS, FL 54275 EYEBRO W 96" x 48" Maximum Area 30.24 sq. ft. RECTANGLE 48" x 96" Maximum Area 32.00 sq. • ft. • 0rrmn By: F.K. P.O. BOX 1529 NOKOMIS, FL 24274 Revad By: Dote: Dow 8/13/01 Deacdp1Mn: ELEVATIONS, 7/1 rue: ALUMINUM FIXED Stnea/Model: PW -701 • • • •• • • ReviiS ? • • • • ... R I VV, rRODUCT REVISED e toupi9ing wllb the Florid. ridding Cade Magma= No 02 - 0701.07 R>Ip ration Date 04 f /9NO4 Mal Dodo Product Coelrol DieYw APO` OAE COMPLYING W11 H THE SOW �c $JlL7 it Q.•. DA LI • "1 —�� • BY 1.14Ti7A.W . POO ' .NTROL DMS • BUILDING,pODE COMPLIANCE OFFICE ♦CCFPTANC,F NOS L' O c •• • • • • • • ••• 6 LAM7 tLA .'S • WINDOW ••••• Scale: • Sheet• 0rawin • pro.. NTS ••2a;8 .. • • • - - • • • • ••■ c.• HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON— IMPACT WINDOWS i.) GLAZING: 3/16' TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 12.000 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2763, 2780 & 2816 FULL CIRCLE 060" Maximum Areo 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. Ruben L. nark, P.E. PE #39712 Structural ITT INDUSTRIES Orown By F.K. 1070 TECHNOLOGY DRIVe P.O. BOX 1529 NOKOMIS. 11 34275 NOKOMIS. ft 24274 A ARCH. 60" x 120" Maximum Area 47.32 sq. ft. PRODUCT REVISED C ede me Florida Are:paace No 07. ?01.0? liaP4utk• Date e.:11_1041, • m �� • • Dade Prod Dda Da Canna ' Milo. Revad By •ate: Date: 8/13/01 Series/Moelele PW -701 ELEVATIONS, 3/16 TEMP R ALUMINUM FIXED WINDOW • Scale: NTS • 'Sheet: • B DETAIL C SEE SHT. 7 APPR IED AS CEt�LYING WITH THE SOUTH F!C*ISA %UILDINO CODE • • • 0 BY PRO BUIL E Ct e r 0 COME COMPLIANCE Qf ATROL DIVISION E • • Reviaioss: • RERf�IYy. • .... Description: • • • • • ED GLASS • •••• • • Drawing N` • • • • • ..a •••• • - • •••• Rev: • •••• •'• • QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. NON— IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Ruben L. dark, P.E. PE #39712 $Ifustufel INDUSTRIES 1070 TECHNOLOGY (NNE NOKOMIS, FL .14275 EYEBRO W 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 60" x 120" APPRQVgD WITH THE Maximum Area 50.00 sq. ft. soy I IL • D ,. ° . ° �� ° � ' ii e • • • • • • • % �: 1. /n. _ PRO ' C ROLDIVISIO • • BUIL COMPUANCEOP ACCEPTATME NO.01' 0144 1 • • Rend By: Oct.: Revisiot• • • • • • • • • • • Dmrn ey: F.K. Dote /13/01 REDRAWN • • • Description: EVATIONS, 3/ 16 T€1NI RED • 6t A ELEVATIONS, .IS ALUMINUM FIXED WII'DOW: • PRODUCT REVISED as t•PlYlet with the Florid■ &ldieg Code Acceptanallo 0 07 1.07 Ezptretoa Dat Dade ?radon Caurat Mike •••• • • • • Senea /Model: Scale: • Sheee: • - Dror(�y • • • • Rev: P.O. BOX 1529 r�y .8 • (` • NOKOMIS. FE 34274 f W - 701 1 V A� I J' • : of .C • 423 1 • • a Y • • ••• . L r • • MAXIMUM HEIGHT SEE SHEETS I THRU 4 2x WOOD 1-1/2" MIN. BUCK SHIM 1 SPACE MAX. /12 PAN HEAD WOOD SCREW 7/16" LAMINATED OR 3/16 TEMPERED CLASS 1/4" SHIM MAX. 3/16" HEX HD. TAPCON OR 3/16" FLAT HD. TAPCON (C SINK REVD) 1 -1/4" MIN. SECTION A -A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAD AIM ,I��� • f + —.603 CLASS B ITE I I 1. 1111 . 1 " O o 0 immirmig Zs�sl Robe L. Clark. P.E. PE 939712 Structural 3/16' HEX HD. TAPCON OR 3/16" FIAT HD. TAPCON (C'SINK REO'0) MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION 8 -8 TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. 2. REFERENCE TEST REPORTS: FTL -2763, FTL -2780, F7L -2797 & F7L -2816 INDUSTRIES 1070 TECHNOLOGY DRIVE' P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 Revitons• • • • Omen By • • F.K. Revsd By: 1/4" SHIM SPACE MAX. PRODUCT REVISED at complying with the Florida Bddfq Code Acceptant N. OI.O 6.Fir.tio. Dote • MYiI Win D.# Prod.et C,tj • • • • Doter Series/Model: PW— 701 Scale: • NTS Sheets • •Oaa:8 Ix WOOD BUCK 1 1/4" MIN. APPROVe0.9•COMPLYING KITH THE SOJT4 •'tc 1 ( BUILDING CODE DA e4e 4 i Py Met a ROLOIVISIO 4 BUILDING iODE COMPLIANCE OFFICE ACCEPTANCE NO,OI — O ! }7 •• • • • • • • •• Date: 8/13/0 RWeil DIY • • • • • • . • D escription: • • • • • SECTIONAL & ANCHO :4AM VIEWS rtre: • • • • • ALUMINUM FIXED WINDOW •••• • • Drawing #, • • • Re ••• 4231 :• • 1 • 20 PW -701 U- CHANNEL GLAZING BEAD 2.784 .688 0 PW -701 FRAME EXTRUSION 1.500 1 REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 BILL OF MATERIAL MK. 1 2 3 4 5 6 7 8 9 10 11 PART # 612242 6533402 7834 62899C/6250IC 61412K 62BV1510 6SM55W SEE NOTE 7PWSW SEE NOTE Robert L Clark, P.E. PE #39712 Structural DESCRIPTION FRAME HEAD, SILL & JAMB U- CHANNEL GLAZING BEAD #8 x 3/4 PN. PH. SMS SILICON BACK BEDDING CLOSED CELL FOAM TAPE FOR 3/16 GLASS CLOSED CELL FOAM TAPE FOR 7/16 GLASS SEAM SEALER 3/16 TEMPERED GLASS 7/16 LAM1 (.1 87HS/.09% 187HS) #6 x 7/8 FL. PH. TEK 7/16 LAMI (.187A/.090/.187A) VISIBLE LIGHT CALCULATION WH WINDOW WIDTH "TIP TO T1P" - 3.00" WINDOW HEIGHT "TIP TO TIP" - 3.00" f�T INDUSTRIES 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL 34274 Rand 0y: Series/Model: PW -701 VENDOR 6063 -T5 6063 -T5 SPENCER OR = DOW /G. E. OR = TAPE SPECIALISTS OF FL OR = TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = TRIPLE DIAMOND GLASS OR = TRIPLE DIAMOND CLASS OR = NOTE: ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER SPENCER OR = TRIPLE DIAMOND GLASS OR = WW Dole: • • • • • •• • • •••• ReviaAna: • •••• Drown By: Dote: F.K. 8/13/01 REMIT? •• •••• Denriplion: • • CPO • • • EXTRUSION PROFILES. •&..Q. O. M. • • • • Title: ALUMINUM FIXED WIAIDOW ••.••• • Sheeti • • Stole: • NTS VENDOR # AF -12242 AF- 533402 SM5504 PRODUCT Ica REVISED p/ifq ao Balding Cade �My '��Waaee Na 0 2. 0 01.0? E ZP&lHtll000a Daat, ByJ AMV K. fir+. Mia Dade Paadoet Control Ilivisina APPROVED AS C(•4PLYING WITH THE SOUTH/811a BUILDING Cdte • • • nes DA E • • 8? 44412Nf ✓, - • PROD . CT • • IITROL DMSIO BUILDING ME COMPUANC • • *Cf irljASGF in Qi' ( •� • • • • •• Drawing 1W! • • • •• :• • . • •' • Raw: .090 INTERLAYER 3/16' ANNEALED —.—I I ••••••{{{ I 1- + -3/16' ANNEALED or 3/16" HEAT STRENGTHENED —.090 INTERLAYER 3/16" HEAT STRENGTHENED TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS or GLASS SILICON REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 3/16' TEMPERED r "._ TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS /7 R phen L. C I rk, P.E. PE 939712 Structural FAT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 GLASS SILICON PRODUCT MD D'I a Florida %Wog Cods Aea ItIoS Dote L M- • 6apk.rlo• 6 • • DP Wan Dade Product GeV" • • • Divblon • Raved 5Y: Octet Series/Mode: Scale: • Sne • • P.O. BOX 1529 NOKOMIS, FL 34274 PW -701 NTS • •7er •8 .0.e Revlfom: • •••• Grown By: F. K. � /13/01 REWA1 • Description: • • • • GLAZING & CORNER .QFJ -IL ALUMINUM FIXED WINDOW' DETAIL C TYP. 90' CORNER CONNECTION APPROIEDAIS flOMPLYING IMTT1 THE O lLO SOUTH • • . ING C • • • • DA 2' 1111 • PAO. • T ROLDMSION. BUt�C COMPLUNCI • ACCEPTA N NO.O L' Ol 'L•61. • •• • • • • • . • •••� •• •••• • • • •• • • • •• • • Orowin NR • • •••40231 • • • Rev: • •••C • • Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 135.00 122.90 112.60 39.000 135.00 135.00 135.00 135.00 135.00 135.00 79.40 70.00 66.10 51.000 135.00 135.00 135.00 135.00 90.60 80.30 77.40 63.00 55.90 60.000 135.00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 57.40 Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.40 70.00 66.10 51.000 100.00 100.00 100.00 100.00 90.60 80.30 77.40 63.00 55.90 60.000 100.00 100.00 100.00 100.00 90.60 58.00 58.00 58.00 57.40 3/16" TEMPERED GLASS NOTES: 1.) Negative Design Loads based 2.) Positive Design Loods bused 3.) Numbers are for #12 screws 4.) Anchor maximum spacing: 12" Negative Design Loads Positive Design Loads on Comparative Analysis and Gloss Table ASTM E1300. on Comparative Analysis .and Water Test Pressure. or 3/16" Topcons. REFERENCE TEST REPORTS: FTL -2763, FTL -2780, & 2816 za /V Robert L. lark. P.E. PE #39712 Structural T ■ INDUSTRIES 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 34275 NOKOMIS. FL J4274 Rend DE@ Dote: • • • • • •• • DA BY PROS TROLDIVISIO% BUILD • CODE COMPLIANCE ACCEPTANCENO.(7L' 01474 • L •• ••• • • R4.4.-- • • • • •••• • • •• • Drown By. Dote: F.K. 8/13/01 RED1114 � R • • • • • • • Description: • • • • :( • • • • COMPARATIVE ANALY$II • ON- IIv�PA T • • • PRODUCT REVISED aa3 Pl wiu ueDieck' Balding Cott Acceptance No 2 - 0701. Eooernt..!Attu 9 7. Dade Product Control OtVtaloa APPROVE@ COMPLYING WITH THE SOU% A tiJILDN 1n Title: ALUMINUM FIXED WINDOW O Serrm/MOdN: Scab: Snell:. • Drawing NA • • PW -701 NTS •080i.8 •••4231 • • • • Rev: 4 • •4 • • • • • NOTICE OF ACCEPTANCE (NOA) • • .•• • • • .. • • ...•. • • • • • • • • • • • •.. • • • • • • • • •.... •. • • • • • • .• MIA M I•DADE MIAMI -DADE COUNTY, FLORIDA • • • 4ETRO J LADS FLAGL� I MNG i . • • • •• • • . BUILDING CODE COMPLIANCE OFFICE (BCCO) 1 VB9gP FLAOLEI STREE4, SUIT, 1603 PRODUCT CONTROL DIVISION • • AMT,F ORIhA 33116 -1563 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •• • • • • • • • • • • • • • • • • • PGT Industries P.O. Box 1529 Nokomis, FL 34274 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: Series SWD -101 Outswing Aluminum French Door - Impact/ APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, 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 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 NOA # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.12 Expiration Date: November 22, 2006 ✓ Approval Date: July 12, 2002 Page 1 TYP SIL 2 MOO BUCK '!- /11 FLATHEAD TYP. HEAD TYP. JAMB L y�x�( Robert L Clark, P.E. RE. #39712 Structural ITEM DESCRIPTION 1 DOOR HEAD /SILL 2 DGOR JAMB (HINGED) .3 DOOR ASTRAGAL 4 .250 x .187 FINSEAL STRIP 5 DOOR W –STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 GLAZING BEAD (ROLL FORM) 9 OL'TSWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 10x314 SCR. FLT. HD. PHIL 18 HINGE ASSY. 19 10x.625 FLT. HD. PHIL 20 10x1 2 FLT. HO. PHIL. 21 TCP BOTT. SLIDE BOLT LOCK 22 6x1 2 FLT. HD. PHIL. 23 8x1 1/2 SCR. PN HD. 24 SE4.M SEALER 25 LOCK SUPPORT ASS'Y. 26 6x3/4 FLT. HD. PHIL. 27 .200 x .190 QLON 28 .375 x .190 QLON 29 3 POINT LOCK ASS'Y. 30 LOCK ACT IVE 31 LGCK (DUMMY) 32 DEAD –BOLT LOCK 33 .401 LAM. W MONSANTO 34 SILICONE 35 12 Ph. Pn. SMS 36 1 /4" TAPCON 37 .401 LAM. W /DUPONT 38 .454 LAM. W /DUPONT 39 .484 LAM. W /MONSANTO 40 2 POINT LOCK ASSY. 41 PI x .75 Ph. Fl. Tek QUAD Rewiana: D) added 2 pt. lock info MaaAal: Rend By: D. ft Drava By: D.B. Dec 11/17/00 Chkd By: Data: C4'1' 2/16/98 V.T. # 60375 60376 60377 67924G 60379 60380 60411 65170 61069M 6TRODA 60378M 7WASHA 7JNUTA 41722W 7955X 41721 71034A 7FRMOW 71058FP 7IOX12PPW 41720 7612FW 78112A 6SM55W 4UBLOK 7634F 6Q200K 6Q300W FD3PTAY 7LOKAP 7LOKIP 7BLT1P 62899C 7834FPT PCT N0: QTY /DESCRIPTION VENDOR VENDOR # ALUMAX AF -10375 ALUMAX AF -10376 ALUMAX AF -10377 8 (2 /each door top & bot. roiIT SCHLEGEL CORP. F57924 -187 AF -10379 AF -10380 AF -12376 4 (1 /door top & bot. roil) 8 ( /ea. door top & bot. roil 8 2 /ea. door top & bot. roil 8 2 /ea. door top & bot. rail 6 (3 frame lambs) 26 6 /hinge – hinge –door iamb 30 5 /hinge &hinge –frame iamb 2 1 0 top /bot. of I.h. astragal 4 22slide bolt locks) 12 (6 /head & sill) 3 1 /lock) 6 2 /lock support assy.) 5 1 /astragals,fr. iambs & head) 4 1 /astragals & frame jambs) 1 0 r.h. astragal 1 0 r.h. astro al 1 0 r.h. astragal 1 0 r.h. astra 1 (0 r.h. astragal) Telemmeas 11Maia Nate±• rraGar 1 1/64 Orci al .txe f Oxen" .000 Mpiar. 3 1' Serlee/Modo: SWD -101 PRODUCTREVIREU • Badbi wiW [he Florida • • Acceptance No 02- 0301.12 • • Expiation Dat f / • • • • Dods nodal Comm! Dh+M• .. • • ••• VENDOR NO 1070 Tech IOW Dr. Nokomis, F • • • 34275 • • • • • Scala: ALUMAX ALUMAX ALUMAX FLORIDA SCREEN ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER POT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD PCT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES HARLOC HARLOC HARLOC H.P.G. DOW CORNING H.P.G. H.P.G. H. P.G. PGT INDUSTRIES SPENCER PRODUCTS Oeacription: • • - - - French Door — AnchbrQge /Q.0.j'u!, Shut Drawing..} • 4a'4 971 AF -12375 AF -10378 41722W 777.7 41720 SM5504 4UBLOK Q200X190 Q375x190 FD3PTAY 100 880 820 899 r11l tit•%•••. L • AOCEMitaN..0 11 -CN /• • S • �IR^ Ao1 TION 17P lOda 21 1. • • 11 \Sl,a-1 1- 42k,AuelC • • . nitwit vit t 117 F• • _4NDUSTR4bg• • • • 7 1/2" 7 1/2' — 95.750 MAX. X X X 37.500 3 " 'I MAX. ON CENTER TYP. HEAD do SILL 7 1/2" 7 1/2" -- 11 5 1/2" 1 13.5' TYP. MAX. 1/2" SEALANT ON FRAME CORNERS do PANEL CORNERS 95.750 MAX 7 1/2 r 2 POINT LOCK OPTION / 7( 71.750 lL Robert L Clark, P.E. P.E. #39712 Structural MAX \I 7 1/2" 3" �{ MAX. SEALANT ON ON CENTER FRAME CORNERS TYP. HEAD do SILL do PANEL CORNERS Revisions: 0) added 2pt. lock info Ma teria l: Rend By: Dote: O.B. 1(/17/00 Drawn By: D.B. LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401/464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X, XX -- 7 1/2" 3.) DESIGN PRESSURE RATING: 3o) .464 LAM.: +75 P.S.F. —75 P.S.F. 3b) .401 LAM.: +60 P.S.F. —60 P.S.F. 4.) ANCHORS: 5 1/2" MAX. 7 1/2" FROM CORNERS (HEAD do SILL) _ MAX. 5 1/2" FROM CORNERS (JAMB) 7 MAX. SPACING AT HEAD do SILL: 13.000 MAX. SPACING AT JAMB: 13.500 13.5' 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: F71 —2241 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4 1 TYP. MAX. 5 1/2" Chkd By: Dots: Dot.: 2/16/98 TeMnve•el Ilnl +•, Nat 4 Daems * t/64 Decimal .as : Deond .ow Arcuko 4 I' Sege model: SWD - 101 PGT NO VENDOR NO Description: French Door — X, 1070 TechntlbV 191 Nokomis, FI• • • • 34275 PRODUCT REVISED u complyisc w11► the Florida Balding Codc Acceptuce No 0 2-0 i01.12 &pintt Date By Dade Pred•et Cs•Ets1 Divides PRODUC NEW ED • wccr rrANcF tii .c21;-1E) o • 4- • •• EMPIEATIO.Y DATI eriDVAISI C 17 6 • • • • . ‘ 1 9 0 51,4 ?No ;LAU • I'toxl1CT borrnill. DIVISION d jrwI u CODE CAMPyJYMCE MACE • •••• •• • • • • • • • •••• • •• • • • • • Scale: l • .X • Sheet. 1 a'4 •••• Drawtnp ao• • • 971 • • • It T INDUsTRIIS:. •••• • • • • Rev. 95.750 93.625 .489 EXTERIOR ROUGH OPENING 1.272 4.000 SEE SHEET 3 FOR ANCHORS 0 0 0 0 0 4.000 _,® — 1til I-- 3.000 --{ .250 -- MAX. SHIM SPACE ROUGH OPENING 1.750 1 3.000 --{ •.r 84 3/4" DAYLIGHT OPENING s co MAX. SHIM .250 SPACE 1.479 VERTICAL SECTION INTERIOR 1.489 .250 I MAX. SHIM SPACE 1 ROUGH OPENING 34.625 7YP. BOTH PANELS ACTIVE PANEL 25" - DAYUGHT OPENING K/" Ro rt L Clark, P.E. P.E. #39712 Structural HORIZONTAL SECTION Material: Drown By: INTERIOR Rend By: 'Dote: O.B. 11/17/00 D.B. 71.750 EXTE IOR Revisions: D) added 2 pt. lock info Chkd By: Dote: Dots: 1.750 Toknp,ces lktec. Hole* Fnzt'alc 3 1/64 Deeino .0P. Des, a .X0 Angular 3 1' Sertes/Modeh SWD -101 POT NO, INACTIVE PANEL .250 MAX. SHIM SPACE © r(1 Y O - 1.480 VENDOR NO. 1070 TechnslW *fr. Nokomis, Fly • • • 34275 • • • • Deecrtp6on: French Door — Elevetions . . Scala: PRODUCT REVISED IhIldlaz Cade Ike florid* Acceptance Na D2-0 7OL. / 2 E ralIo.Dote / 22 /DL Ml e�l Dade Ptadm Cwtrd Mika • PRODUCIJ JiEWED • A•CEPTANCE •4 16 - e 4 n ' dt '4. • • • ^, • • EXPIRATION DA1T. *tinge 2Z 1 0 6• • • \G lb •t•lyand� • • • • Toot t e>t E O0 •••• •• • • • • • • • • •••• • •• Sheet: 2 or4 Dro INDUST RIES: • •••• • M11% • 971 ROUGH OPENING • • • • 3 POINT LOCK ASSY, 2 POINT LOCK ASSY, fly' 1/8 ANN. .090 enoaaw 3/16 ANN. Revisions: 0) added 2 pt. lock info Material: L .250 MAX. SHIM k - J.000 --.-{ SPACE Rend By: Dote: Chkd By: rats D.B. 11 /17/00 Robert L. Clark, Plan BY: D B oat 2 /16/98 PE. #39712 401" 1411. W /MONSANTO SAFI FX PVR INTFPIAYFR OR .401" LAM. W /DUPONT BUTAI ITE INTFRLAYFR SEE NOTE 3 ON 4NFFT I DESIGN PRFSSURF RATING: ±60 or/ Tolerances Unless Noted F,octia,r 4 I/64 Osaka ,at Dedrd .000 Angular: 3 r Serin/Model: SWD - 101 Description: French Door — POT N0: VENDOR NO: J/16 ANN. .090 •aouml 3/16 ANN. — 1.489 1.489 L .250 MAX. SHIM 3.000 - -I SPACE 1070 Technglo$3 • (I. Nokomis, FlP • • • 34275 .464" LAM. W /MONSANTO SAFI TX PYB INTFRI AYFR OR .464" LAM_ W /DUPONT BUTAIITE INTFRI AYFR SEE NOTE J ON SHFFT I DESIGN PRFSSURF RATING: ±75 orl, t'RODU&C LDIE WED • •Ac . 0 el • •• • •••• • EXPIRATIONDAIT.•N 0 VE 1 4 dea22 / • •••• ••••{1J•ist'i .I' "wan - • litopoqlolct d ION • • • eQUILDD4'U CESIT000M E drew • • • • • • •••• • •• • • • • • PRODUCT REVISED r complying with the Florida Balding Code Acceptance No O2 -0 ?OI. 12 Eipintloo Date Ill 221 O(.. DY .6/an Protium* Carol DleYha Ex lotJecf /Gla nq�. Seal.: Sheet: Drawing Moo • 3x14 971 • • INf)USTRFES•• • • Re� tttrar Miami Shores Village B De • artment 100500E, BUILDING Q Y: PERMIT APPLICATION FBC 2004 Architect/Engineer's Name (if applicable) • •• MIrt.Ml erl� rriAt1 PAW ! i • CiGOO Lry s 3 VaNfesit \ o For t $ ,.AYE rAt cwd,a6 .: aMa►a n,o V Type of Work: Describe Work: W ►A 4 ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notary $ Training/Education Fee $ Bond $ Code Enforcement $ Structural Review. $ 50 i 00 -t 5a0 GA sr Permit Type .(circle): Buildin Electrical Pin Owner's Name (Fee Simple Titleholder) AtirRi S ( ► TI�' Owner's Address .3 Ce l k1 a- $ City M t7M.t ►I 0 rL,J State 1 L Zip 3313 Tenant/Lessee Name Phone # 30 17Addition °Alteration +0 1 L 421o4r *Fe Submittal Fee $ 0 Permit Fee $ 7 S -" Scanning $ Radon $ DP'. tAL)1 Florida 3138 ) 756.0972 Permit No. Mast Permit No. F) P ing Me chanical Phone # 30c- • • •I *IMN•/N CCF$ ut $( Dail etau t � iew i4 Mi • t«N.• �NwM����� New /f Pair City 4) State FL- Zip 3 3 1 to 2_ Qualifier Name 1 TK.1 Phone # 3C) S 1q State Certificate or Registration No. C GCI 014, bl 3 1 Certiftc Phone# U () y 3 CO /CC 25 c(0 Roofing - 1L1 0 Job Address (where the work is being done) 30 N R City Miami Shores Village County . Miami -Dade Zip 1 ¥ FOLIO /PARCEL# 11 32Db 01' 6410 Is Building Historically Designated YES NO X Contractor's Company Name Tc s c 0 nfr ti +) (Di p. Phone ## Contractor's Address 11 '. 3 Ng- 14 of Competency No. Technology Fee $ Zoning $ Double Fee $ Total Fee Now Due $ See Reverse side Bonding Company's Name (if applicable) n 14 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 der vpred to the person whose property is subject to attachmen Also, a certified copy of the recorded notice of commencement must b r posted at the job site for the first inspection which o urs seven (7) days after the building permit is issued. In the ' • ence of . u' posted notice, the inspection will not be ap. r • :4 and . re pection fee will be charged. wner or Agent Contractor *� The foregoing instrument was acknowledged before me this 1 3 The foregoing instrument was acknowledged before me this 4 J day of IV ( 20 t2,1%', t2,1%', by 541, 11- , day of Ai) h I , 20 O , by 15/-i. t 71 who is sonally knownito me or who has produced NOTARY PUBLIC: Sign: Print: 5E#& J My Commission Expires: As identifica APPLICATION APPROVED BY: (Revised 02/08/06) e or who has produced �e.di�d• Como 00049711/ E Wes 12/612009 &Med 9wu (100)4324254 Honda Nary Assn.. Inc Sign: Print: as identificatigrr+ hegan att[. NOTARY PUBLIC: !! comfit 000497118 Wm. 126112009 Bonded Uwu (e00)432-4254 Fbnda Newry Assn.. Inc 5filet, iga,`) My Commission Expires: -b ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** i ?z` � Ika G r ( Plans Examiner r S S e Engineer Zoning Miami Shores Village Building bepartment 10;7 dales E STRUCTURAL CRITIQUE SHEET 30 3 N 99 St. W Lthy1 dow SC-he a'tr /c says al/ Gc "i, cI a cis d "poi " -- Pro ai. .4 ( T v/ ,vr 7wz17aG� — / r-esubwil . /I'ee o! /Pi -oof • pre'/ t. /14 0 t/io» s . 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 44-1674 Job Name 5171/1,4 Date ¢ /25/06 'Bill To I CARRIE MUTTER 309 99 Street NE Miami Shores Village, FL Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date Fee Name 04/26/2006 Plan Review Fee (Engineer) 05/02/2006 Plan Review Fee (Engineer) 05/08/2006 Scanning Fee 05/08/2006 Changes to Plans Fee Tuesday, May 9, 2006 Permit Invoice Report Invoice Number: RC -4 -06 -24613 Invoice Date: April 26, 2006 Permit Number: BP2004 -1674 Permit Type: Residential Construction Fee Type Calculated Calculated Calculated Calculated Total Fees Due: Fee Amount $50.00 $50.00 $15.00 $75.00 $190.00 , Payments Date Pay Type Check Number Amount Paid Change 05/09/2006 Check 1232 $190.00 $0.00 Total Paid: $190.00 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BC PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: Fomtvmcii ia PR 6 2006 B Y: _____ FI COPY .... aPO4 - 1 x"14 • • • ••• • • ••• •••• • ••••• • ••• • •••• • • • • • ••• • • • • • • • ••• • • • • • • ••• • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA M I tc -DADE L1AGL.ER BUA,t31NG" 40 WEST FLAG ,ER S'PREET SIIIIE I60 • IA • MIAMI, .OR�X 331 %156 (305) 375 -2901 FAX (305) 375 -2908 •• • • • •• ••• •. • • •• • • • • • • • • • ••• •• 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 th have this product or material tested for q the accepted manner, the manufactu revoke, modify, or suspend the us to revoke this acceptance, if it • material fails to meet the re J (in areas other than Miami Dade County) reserve the right to surance purposes. If this product or material fails to perform in the expense of such testing and the AHJ may immediately or material within their jurisdiction. BORA reserves the right iami -Dade County Product Control Division that this product or pplicable building code. This product is appro Zone of the Florid DESCRIPTI !. :. - Aluminum Casement Window ✓ APPROVAL i i : Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, d by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E., bearing e Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control D' ision. MISSILE IMPACT RATING: Large and Small Missile Impact t' 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 the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. rein, and has been designed to comply with the High Velocity Hurricane NOA No 02- 1224.02 Expiration Date: May 22, 2008 ✓ Approval Date: May 22, 2003 Page l (!tAtai tip WoottP O'..- O60t0•oS PGT Industries • • • .. • •. • • . •.. . . . ..... • • • • •••• • • ••• • .. .... NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTEII :.. • . • (For File ONLY. Not part of NOA) A. DRAWINGS • 1. Manufacturer's die drawings and sections. •• • • • • • ••• •• • 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 11 of 11, prepared by manufacturer, dated 12/17/02 with revision on 3/17/03, signed and sealed by Lucas Turner, P.E. B. TESTS 1. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. 1 02134 dated 10/8/02, signed and sealed by Joseph Chan, 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02129 dated 10/3/02, signed and sealed by Joseph Chan, P.E. 3. 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) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Test Report No. FTL 02124 dated 10/3/02, signed and sealed by Joseph Chan, P.E. E -1 • • .•• • • • ••• • •• • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • •• • •• • • • •• ••• •• Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 4. E -2 • • 1100 • • • ... .. .. • • • .. .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • PGT Industries • • • .. •. • . • • • • . . • . . • • • . • • • .. .. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED : • • • • • • •' • (For File ONLY. Not part of NOA) •• • • • .. .. .. C. CALCULATIONS • • • • • • 1. Anchor Calculations and structural analysis, prepared by manxfaatuxerodafed: : • • • 3/20/03, signed and sealed by Robert L. Clark, P.E. 2. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 3/20/03, signed and sealed by Robert L. Clark, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia, Inc. for "Saflex/Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. 2. Notice of Acceptance No. 00- 1212.04 issued to E.I. DeNemours for "Dupont Butacite ® PVB" dated 2/15/01, expiring on 12/11/05. E. STATEMENTS 1. Statement letter of conformance, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated 12/19/02, signed and sealed by Robert L. Clark, P.E. 3. Laboratory compliance letter for Test Report no. FTL 02134, 02129, 02124, issued by Fenestration Testing Laboratory, dated 11/15/02, signed and sealed by Joseph Chan, P.E. ' F. OTHER 1. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC). Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 02- 1224.02 Expiration Date: May 22, 2008 Approval Date: May 22, 2003 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI - DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR "XX" CONFIGURATIONS SEE SHEET 4. F. FOR "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 141/2" SPACING ON VENTS MAX. 13° SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN ON FIXED LITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCONS OR #14 SCREWS MAY BE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582 & FTL -3587. } x 0 x 0 x CONFIGURATIONS OPTIONS x 0 4 x x 0 0 x x O x UNEQUAL LITES x O UNEQUAL LITES 0 x UNEQUAL LITES .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT INNER LAYER 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 1/8" HEAT 5/16" LAMINATED GLAZING DETAIL STRENGTHENED GLASS .650 NOM. GLASS BITE 3/16° HEAT STRENGTHENED GLASS .650 NOM. GLASS BITE • • • • • •• • •••• • • 7/16" LAMINATED GLAZING DETAIL • • • • NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 1 ELEVATIONS 2 -3 .DESIGN PRESSURE TABLES 4-7 SECTIONS 8 CORNER CONSTRUCTION 9 EXTRUSION PROFILES 9 -10 PARTS LIST 10 ANCHORAGE 11 Approved at complying wilt dm Florida B C pp Date 0 22• O�J NOA9 Miami Dade Product Caatta • • •• • • •••• •••• • •••• :372_4703 •••• ••••4 • 4 ••••4 • ••••4 • ••••4 • •••• R.w ar F.K. row 9y. Dram Dr F.K. Dela 3/ 17A73 0.t 0.b: 12/17/72 A R.,fl",a' Clu.rs.e sr REVISE ANCHORAGE NOTE 4 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS: FL 34274 T Visibly Better NOTES AND GLAZING DETAILS • • •• •• ALUMINUM CASEMENT WINDOW, IArA? : C4 -740 NTS awe 1 > 11 Daft. 7045e j A • • • •• • ••••4 • • � u • s ,. Tumet, P.E.• • • • 4 • anl • • • •• • •••• • • • 1 1/2" CENTERLINE 1 ' 11/2 " Rene 6r F.K. Pond ar m""er. F.K. ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) 3/17/03 0r 12/17/02 lisMalonw A SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. Chwked ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) ANCHOR LOCATION TYP. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 30" MAX. — DAYLIGHT OPENING / X 134" MAX. WIDTH 53" MAX. DAYLIGHT — OPENING / / 0 30" MAX. DAYLIGHT — OPENING / / X 56" DAYL OPE 4" MAX. ( I 4" MAX. 37" MAX. VENT TYP. 13" MAX. O.C. 60° MAX. FIXED REVISE ANCHORAGE 10707ECHNOLOGYDRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 5-7 FOR PRESSURES) PST Virib& Better 4" MAX. t � - 4" MAX. 14 1/2" MAX. O.C. TYP. CA -740 /1 X SEE MEETING RAIL DETAIL r TYP. (2) ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 4 FOR PRESSURES) I AX. IGHT D ING 63" MAX. HEIGHT I- -I-14 1/2" MAX. O.C. VENT HEAD & SILI D11LY SEE MEETING RAIL DETAIL TYP. (4) •••• • • •••• XX" & XOX" ELEVATIONS • • •• •• rr ALUMINUM CASEMENT WINDOW, IMPACT • NTS 2 + 11 74° MAX. WIDTH 30" MAX. DAYLIGHT OPENING • • • • • •• • u"+°ra • A4 7045 A 56" MAX. DAYLIGHT : OPENING 63" MAX. HEIGHT Approved r compy41 with tie DMV 5 2 . NOAH Miami Dade Product Control •••• • • •••• ••••II •••• • •••• •••• :3 • • •.•• • • • •• • • • • Tu,n . P.E • • • d,582O1 • • • •• • •••• • • • • SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) 13" MAX. O.C. 4" MAX. 32" MAX. WIDTH 25" MAX. DAYLIGHT OP ING 14 1/2" 4" MAX. I— MAX. O.C. ELEVATION "C" - 72 HIGH "X" (SEE SHEET 4 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY SEE MID -SPAN ANCHOR. DETAIL SHT. 2 TYP. (2) 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 65" MAX. DAYLIGHT OPEN/ 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) NG 72" MAX. 13" HEIGHT MAX. O.C. 4" MAX. 4" M L 37" MAX. WIDTH 30" MAX. DAYLIGHT rp PE11NG 1 X 97" MAX. WIDTH 30° MAX. 53" MAX. 56" MAX. DAYLIGHT OPENING 141/2" MAX. O.C. ELEVATION "D" - 63" HIGH "X" (SEE SHEET 4 FOR PRESSURES) DAYLIGHT DAYLIGHT OPENING OPENING 63" MAX. HEIGHT 1 56" MAX. DAYLIGHT OPENING 63" HEI 4" MAX. I I 1 4" \ I� I / 1-1- 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (4) AX. HT 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING t 1---..-1-13" MAX. O.C. 4" MAX. ELEVATION "E" - 63" HIGH "0" (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL SHT. 2 TYP. (2) SEE MEETING RAIL DETAIL SHT TYP. (2) • • • •• • • •••• 37" MAX. VENT 60" MAX. FIXED • • ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 6 -7 FOR PRESSURES Meets. X " , , XO" & OX" ELEVATIONS •••• • • .••. •• .•.• 56" MAX. DAYLIGHT OPENING • • • 63" MAX. HEIGHT Approved1 a tompbdi with the O�.ta 5 NOAH Miami a Product Cost of •••• • •••• •••• • • 3 //v •••• •••• 3 • •••• Revs d Br Dr F.K. 3/17/03 R... 0By M: OM.: R..ios 1b.41onv Clucked By. R.ad By: 0...'01 Dm: F.K. 12/17/72 Rna"n": A REVISE ANCHORAGE D.4' 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 30274 Visibly Better • • •• •• ALUMINUM CASEMENT WINDOW, IAefrAtr S.rm" CA-740 NTS 3 • 11 • 7045 -8 • • A • • • .• • ••.• • • Lucas A. Turner, P.E. • • • • •Ptxse2oi ▪ • • MocAnleal • — - • • • • •• • •••• • • • • • • • • • • • • • COMPARATIVE ANALYSIS TABLE 1. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) WIDTH N HEIGHT 26.000 3 31.000 3 36.000 3 38.375 4 43.000 4 48.000 5 50.625 5 54.000 5 57.000 6 60.000 6 63.000 6 66.000 6 69.000 7 72.000 NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS 19.125 A A - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 ' '70.0 - -90.0 ' '70.0 - -90.0 7 70.0 B - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 24.000 A A - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -89.6 7 70.0 - -86.3 7 70.0 - -84.2 7 70.0 - -83.2 ' '70.0 - -81.7 7 70.0 B - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 26.500 A A - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -83.6 7 70.0 - -79.9 7 70.0 - -75.4 7 70.0 - -72.4 7 70.0 - -69.9 6 69.9 - -67.8 6 67.8 - -66.2 6 66.2 - -65.0 6 65.0 - -63.7 6 63.7 B - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 30.000 A A - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -87.4 7 70.0 - -77.6 7 70.0 - -68.4 6 68.4 - -63.9 6 63.9 - -60.0 6 60.0 - -58.5 5 58.5 - -56.2 5 56.2 - -53.4 5 53.4 - -51.3 5 51.3 - -49.8 4 49.8 - -48.3 4 48.3 B - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 32.000 A A - -90.0 7 70.0 - -90.0 7 70.0 - -86.3 7 70.0 - -81.0 7 70.0 " -71.1 7 70.0 - -61.8 6 61.8 - -58.9 5 58.9 - -56.1 5 56.1 - -53.8 5 53.8 - -50.4 5 50.4 - -47.7 4 47.7 - -45.6 4 45.6 - -43.9 4 43.9 - -42.2 4 42.2 B - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -90.0 7 70.0 - -87.8 7 70.0 - -84.4 7 70.0 34.000 A A - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -65.5 6 65.5 - -57.5 5 57.5 - -54.9 5 54.9 - -51.8 5 51.8 - -48.6 4 48.6 - -45.2 4 45.2 - -42.4 4 42.4 NOTE: "X" WINDOWS WIDER THAN B - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 N 36.000 B A - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -70.4 7 70.0 - -60.4 6 60.4 - - 54.3 5 54.3 - - 51.1 5 51.1 - -47.9 4 47.9 - - 44.8 4 44.8 - -42.2 4 42.2 - -39.7 3 39.7 3 32° AVAILABLE AT MAX. HEIGHT B - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 O 37.000 B ' A - -75.0 7 70.0 - -75.0 7 70.0 - -73.7 7 70.0 - -67.9 6 67.9 5 59.0 5 59.0 - -52.8 5 52.8 - -49.9 4 49.9 - -46.4 4 46.4 - -43.5 4 43.5 - -41.1 4 41.1 ' ' -38.6 3 - T B - -75.0 7 70.0 _ - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 _ _ -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 P TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH ( -90.01 70.0 COMPARATIVE ANALYSIS TABLE 3.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XX" WINDOWS TEST REPORTS: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) WIDTH N HEIGHT 26.000 3 31.000 3 36.000 3 38.375 4 43.000 4 48.000 5 50.625 5 54.000 5 57.000 6 60.000 6 63.000 NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS N NEG P POS 37.000 A A - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 ` `75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 43.000 A A - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 A Approved r eomplylop with die 48.000 A A - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 F 53.125 A A - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -72.1 7 70.0 - -69.5 6 69.5 - -67.5 6 67.5 N NOAH 57.000 A A - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -74.4 7 70.0 - -69.6 6 69.6 - -65.2 6 65.2 - -63.0 6 63.0 - -60.8 6 60.8 - -58.0 5 58 0 N NU c Product control Di 60.000 A A - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -68.4 6 68.4 - -63.9 6 63.9 - -60.0 6 60.0 - -58.5 5 58.5 - -56.2 5 56.2 - -53.4 5 53.4 x 64.000 A A - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -71.1 7 70.0 - -61.8 6 61.8 - -58.9 5 58.9 - -56.1 5 56.1 - -53.8 5 53.8 - -50.4 5 50.4 - -47.7 4 47.7 x x x 68.000 A A - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -65.5 6 65.5 - -57.5 5 57.5 - - 54.9 5 54.9 - -51.8 5 51.8 - -48.6 4 48.6 - -45.2 4 45.2 - -42.4 4 42.4 72.000 A A - -75.0 7 70.0 - -75.0 7 70.0 - -75.0 7 70.0 - -70.4 7 70.0 - -60.4 6 60.4 - - 54.3 5 54.3 - -51.1 5 51.1 - -47.9 4 47.9 - - 44.8 4 44.8 - -42.2 4 42.2 - -39.7 3 39.7 • •••• 7 74.000 A A - -75.0 7 70.0 - -75.0 7 70.0 - -73.7 7 70.0 _ - -67.9 6 67.9 - -59.0 5 59.0 - -52.8 5 52.8 - -49.9 4 49.9 - -46.4 4 46.4 - -43.5 4 43.5 - -41.1 4 41.1 _ - -38.6 3 38_6 • • • TABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS; "XX" WINDOWS TEST REPORT: FTL -3582 • • GLAZING OPTION: B. 5/16" LAMI ( /8 "HS,.090,1 /8 "HS) N NOTE: IF USING 3/16" TAPCONS OI? • • ■ ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH 1-75.01 70.0 #12 SCREWS DESIGN PRESSURE. • TABLE 5.(BASED ON 1/4" TAPCONS OR #14 SCREWS; "XX" WINDOWS TEST REPORT: FTL -3580 4 46.7 P.S.F � GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) • ••••• • • ,ALL "XX" SIZES UPTO74 .000 "WIDEx63.000 "HIGH 1- 90.0170.0 • •••• • m.: R Revisions: • /REVISE TABLES 1 AND 3, GLASS TYPE 1070TEONNOLOCraaVE P • • • f • • • • • •• • •••• • • • • • • • • • • • • • COMPARATIVE ANALYSIS TABLE 6.(BASED ON 1/4" TAPCONS OR #14 SCREWS; "0" & "1/4- 1/2 -1/4 XOX" WINDOWS "EST REPORTS: FTL -3580, FTL -3582 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) HEIGHT "O" "XOX" WIDTH WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 72.000 74.000 79.000 84.000 90.000 96.000 101.000 106.375 108.000 111.000 114.000 117.000 120.000 A B C A B C A B C A B C A B C A C A B C A B C A B C A B C A B C A B C A B C 26.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.2 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 31.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -70.3 -75.0 -90.0 -65.0 -75.0 -90.0 -60.8 -75.0 -90.0 -58.7 -75.0 -90.0 -58.2 -75.0 -90.0 -57.1 -75.0 -90.0 -56.2 -75.0 -90.0 -55.0 -75.0 -90.0 -53.4 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 65.0 70.0 70.0 60.8 70.0 70.0 58.7 70.0 70.0 58.2 70.0 70.0 57.1 70.0 70.0 56.2 70.0 70.0 55.0 70.0 70.0 53.4 70.0 70.0 36.000 NEG -75.0 -75.0 -90.0 -73.7 -75.0 -90.0 -67.8 -75.0 -90.0 -62.4 -75.0 -90.0 -58.0 -75.0 -90.0 -54.3 -75.0 -90.0 -51.3 -75.0 -90.0 -48.7 -75.0 -90.0 -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -44.8 -75.0 -90.0 -43.4 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 67.8 70.0 70.0 62.4 70.0 70.0 58.0 70.0 70.0 54.3 70.0 70.0 51.3 70.0 70.0 48.7 70.0 70.0 47.9 70.0 70.0 46.4 70.0 70.0 44.8 70.0 70.0 43.4 70.0 70.0 42.2 70.0 70.0 38.375 NEG - 70.4 -75.0 -90.0 -67.9 -75.0 -90.0 -62.1 -75.0 -90.0 -58.4 -75.0 -90.0 -54.6 -75.0 -90.0 -51.1 -75.0 -90.0 -48.3 -75.0 -90.0 -45.4 - 75.0 -90.0 -44.5 -75.0 -90.0 -43.3 -75.0 -90.0 -42.1 -75.0 -90.0 -40.9 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 67.9 70.0 70.0 62.1 70.0 70.0 58.4 70.0 70.0 54.6 70.0 70.0 51.1 70.0 70.0 48.3 70.0 70.0 45.4 70.0 70.0 44.5 70.0 70.0 43.3 70.0 70.0 42.1 70.0 70.0 40.9 70.0 70.0 39.7 70.0 70.0 43.000 NEG -60.4 -75.0 -90.0 -59.0 -75.0 -90.0 -55.7 -75.0 -90.0 -63.3 -75.0 -90.0 -59.3 -75.0 -90.0 -55.1 -75.0 -90.0 -52.7 -75.0 -90.0 -50.0 -75.0 -88.6 -49.1 -75.0 -86.9 -47.5 -75.0 -84.3 -46.2 -75.0 -81.8 -44.8 -75.0 -79.4 -43.5 -75.0 -77.1 POS 60.4 70.0 70.0 59.0 70.0 70.0 55.7 70.0 70.0 63.3 70.0 70.0 59.3 70.0 70.0 55.1 70.0 70.0 52.7 70.0 70.0 50.0 70.0 70.0 49.1 70.0 70.0 47.5 70.0 70.0 46.2 70.0. 70.0 44.8 70.0 70.0 43.5 70.0 70.0 48.000 NEG -54.3 -75.0 -90.0 -52.8 -75.0 -90.0 -49.8 -75.0 -90.0 -56.4 -75.0 -90.0 -53.6 - 75.0 -90.0 -51.4 -75.0 -86.0 -48.7 -75.0 -81.2 -46.1 -75.0 -76.4 -45.3 - 75.0 -75.0 - 43.9 -75.0 -72.5 -42.5 -75.0 -70.7 -41.3 -75.0 -69.0 -40.4 -75.0 -67.3 POS 54.3 70.0 70.0 52.8 70.0 70.0 49.8 70.0 70.0 56.4 70.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 70.0 46.1 70.0 70.0 70.0 43.9 70.0 70.0 42.5 70.0 70.0 41.3 70.0 69.0 40.4 70.0 67.3 50.625 NEG -51.1 -75.0 -90.0 -49.9 -75.0 -90.0 -46.9 -75.0 ,-90.0 -53.4 -75.0 -90.0 -50.9 -75.0 -88.2 -48.6 -75.0 -80.9 -46.9 -75.0 -75.7 -44.2 -75.0 -71.1 -43.4 -75.0 -70.1 -42.2 -75.0 -68.4 -41.2 -75.0 -66.7 -40.2 -75.0 -64.9 -39.2 -75.0 -63.3 POS 51.1 70.0 70.0 49.9 70.0 70.0 46.9 70.0 70.0 53.4 70.0 70.0 50.9 70.0 70.0 48.6 70.0 70.0 46.9 70.0 70.0 44.2 70.0 70.0 43.4 70.0 70.0 42.2 70.0 68.4 41.2 70.0 66.7 40.2 70.0 64.9 39.2 70.0 63.3 54.000 NEG -47.9 -75.0 -90.0 -46.4 -75.0 -90.0 -43.6 -75.0 -90.0 -50.0 -75.0 -90.0 -47.5 -75.0 -81.8 -45.3 -75.0 -75.0 -43.5 -75.0 -42.2 -75.0 -66.5 -41.9 -75.0 -65.4 -40.8 -75.0 -63.6 -39.8 -75.0 -61.8 -38.7 -75.0 -60.4 -37.6 -75.0 -59.1 POS 47.9 70.0 70.0 46.4 70.0 70.0 43.6 70.0 70.0 50.0 70.0 70.0 47.5 70.0 70.0 45.3 70.0 70.0 43.5 70.0 70.0 42.2 70.0 66.5 41.9 70.0 65.4 40.8 70.0 63.6 39.8 70.0 61.8 38.7 70.0 60.4 37.6 70.0 59.1 57.000 NEG -44.8 -75.0 -90.0 -43.5 -75.0 -90.0 -41.1 -75.0 -90.0 -46.9 -75.0 -84.5 -44.7 -75.0 -76.9 -42.5 -75.0 -70.7 -41.3 -75.0 -66.8 -40.1 -75.0 -63.0 -39.8 -75.0 -61.8 -39.1 -75.0 -60.1 -38.5 -75.0 -58.7 -37.6 -75.0 -57.3 -36.7 -73.3 -55.9 POS 44.8 70.0 70.0 43.5 70.0 70.0 41.1 70.0 70.0 46.9 70.0 70.0 44.7 70.0 70.0 42.5 70.0 70.0 41.3 70.0 66.8 40.1 70.0 63.0 39.8 70.0 61.8 39.1 70.0 60.1 38.5 70.0 58.7 37.6 70.0 57.3 36.7 70.0 55.9 60.000 NEG -42.2 -75.0 -90.0 -41.1 -75.0 -90.0 -38.6 -75.0 -87.4 -44.3 -75.0 -79.7 -42.1 -75.0 -72.4 -40.4 -75.0 -67.3 -39.2 -75.0 -63.5 -38.0 -75.0 -60.0 -37.6 -75.0 -59.1 -37.2 -74.3 -57.5 -36.7 -73.3 -55.9 -36.1 -72.2 -54.5 -35.5 -71.0 -53.0 POS 42.2 70.0 70.0 41.1 70.0 70.0 38.6 70.0 70.0 44.3 70.0 70.0 42.1 70.0 70.0 40.4 70.0 67.3 39.2 70.0 63.5 38.0 70.0 60.0 37.6 70.0 59.1 37.2 70.0 57.5 36.7 70.0 55.9 36.1 70.0 54.5 35.5 70.0 53.0 63.000 NEG -39.7 -75.0 -90.0 -38.6 -75.0 -90.0 -36.5 -75.0 -83.2 -41.9 -75.0 -75.6 -39.7 -75.0 -69.2 -38.4 -75.0 -64.1 -37.1 -74.3 -60.5 -36.2 -72.4 -57.3 -35.9 -71.8 -56.4 -35.4 -70.8 -54.8 -34.8 -69.6 -53.2 -34.2 -68.4 -51.6 -33.7 POS 39.7 70.0 70.0 38.6 70.0 70.0 36.5 70.0 70.0 41.9 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 56.4 35.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 33.7 -5040. 50 GI ALL " 0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH TEST REPORT: FTL-3680 4 2 1 4 0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0' WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. Approved as complytag will die SO NOAd Miami Dade Product Coated • • • REVISE TABLE 8, GLASS TYPES A 8 C Ilavutay 0.5 Rood Br Annaorx A Oman Ifr Day: VoecItal F.K 12117/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BqX 1529 NOKOMIS, FL 34274 Pi GT Visibb. Better ALUMINUM CASEMENT WINDOW, MOW • • CA-740 NTS 5 11 role • • • • • • • • COMPARATIVE ANALYSIS TABLE 8.(BASED ON 1/4" TAPCONS OR #14 SCREWS "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OP (ION: A. /16" LAMI (1/8 "A,.090,1 /8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26.000 31.000 36.000 38.375 43.000 48.000 50.625 54.000 57.000 60.000 63.000 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEC POS NEG POS NEG POS 37.000 55.500 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 48.000 72.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 49.333 74.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 53.125 79.688 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.1 70.0 -69.5 69.5 -67.5 67.5 56.000 84.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.9 70.0 -87.7 67.7 - 64.9 64.9 -62.7 62.7 -60.4 60.4 60.000 90.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -68.4 68.4 -63.9 63.9 -60.0 60.0 -58.5 58.5 -56.2 56.2 -53.4 53.4 64.000 96.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.1 70.0 -61.8 61.8 -58.9 58.9 -56.1 56.1 -53.8 53.8 -50.4 50.4 -47.7 47.7 67.333 101.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 66.4 66.4 -58.2 58.2 -55.6 55.6 -52.6 52.6 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 106.375 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 61.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72.000 108.000 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 - 54.3 54.3 -51.1 51.1 -47.9 47.9 - 44.8 44.8 -42.2 42.2 -39.7 39.7 74.000 111.000 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -67.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO "or "OX" & "1/3- 1/3- 1 /3XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3-1/3-1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -75.01 70.0 TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 XOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH 1 -90.01 70.0 NOTE: IF USING 3/16° TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. • • • • • •• • • •••• • • 1 3 X 1 3 0 1 3 X X 0 O X Approved r eospi7`ti wilh IM• Florida B is � Date NOM Miami ode Product Control D' •••• • • •••. ••.• • • •• •••• • • 3%2 //03 • . ... • • • • • Rm.dar a.: R",fib": F.K. 3/17/03 A Mwd Br 0,Y RerYba: R"w o.a m.., ar: 0.Y; c".wd ar F.K. 12/17/02 REVISE TABLE 8, GLASS TYPE A o+ 1070 TECHNOLOGY DRIVE NOKOMIS, FL 30275 P.O. BOX 1529 NOKOMIS. a 34274 PST VG1b6. Better PRESSURES - XO, OX, & 1/3- 1/3 -1/3 XOXIMIN90WS TO • ALUMINUM CASEMENT WINDOW, IMPACT' 1 .0.1.•1 8c*: 0 e,""ra0. ••••e1. CA -740 NTS 6 + 11 7045•6 • • • •• •••• • • • •• • Lucas A Yuma, P. •PE #58201 Medumlcal • •••• • • • • • • • • • • • •• • • ••• •••• • • • • • •••••• • • • • • • • •• • • • COMPARATIVE ANALYSIS TABLE 11.(BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS "XOX" VENT FIXED WIDTH WIDTH WIDTH 69.264 86.919 95.973 108.649 115.892 122.000 123.135 126.000 130.000 130.378 134.000 TEST REPORTS: FTL -3580, FTL -3582 GLAZING OPTIONS: A. 5116" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) HEIGHT 19.125 24.000 26.500 30.000 32.000 31.014 38.919 42.973 48.649 51.892 33.687 54.627 34.791 56.418 34.000 55.135 35.896 58.209 36.000 58.378 37.000 60.000 A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C 26.000 NEG -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.4 -75.0 -90.0 -74.3 -75.0 -90.0 -72.9 -75.0 -90.0 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 36.000 NEG -75.0 -75.0 -90.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 -75.0 -90.0 -49.9 -75.0 -90.0 -47.3 -75.0 -90.0 -46.8 -75.0 -90.0 -45.5 -75.0 -90.0 -43.6 -75.0 -90.0 -43.5 -75.0 -90.0 -42.2 -75.0 -90.0 POS 70.0 70.0 70.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 70.0 70.0 43.5 70.0 70.0 42.2 70.0 70.0 38.375 NEG -75.0 -75.0 -90.0 -63.4 -75.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -90.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 -42.6 -75.0 -90.0 -41.2 -75.0 -90.0, -41.0 -75.0 -90.0 -39.7 -75.0 -90.0 POS 70.0 70.0 70.0 63.4 70.0 70.0 57.2 70.0 70.0 50.4 70.0 70.0 46.8 70.0 70.0 44.0 70.0 70.0 43.6 70.0 70.0 42.6 70.0 70.0 41.2 70.0 70.0 41.0 70.0 70.0 39.7 70.0 70.0 Rood BF Daf RMNSf F.N. 3 A REVISE TABLE 11, GLASS TYPES A & C 111W, IOM BY ON.. Rwiva ••• By. aric Cfrd:su BY Daft F.K. 12/17/02 43.000 NEG -74.1 -75.0 -90.0 -56.5 -75.0 -90.0 -62.1 -75.0 -90.0 -54.5 -75.0 -90.0 -51.3 -75.0 - 90.0 -48.4 -75.0 -85.8 -47.9 -75.0 -85.0 -46.7 -75.0 - 82.8 -45.1 -75.0 -79.9 -45.0 -75.0 -79.6 -43.5 -75.0 -77.1 POS 70.0 70.0 70.0 56.5 70.0 70.0 62.1 70.0 70.0 54.5 70.0 70.0 51.3 70.0 70.0 48.4 70.0 70.0 47.9 70.0 70.0 46.7 70.0 70.0 45.1 70.0 70.0 45.0 70.0 70.0 43.5 70.0 70.0 48.000 NEG -64.9 -75.0 -90.0 -50.4 -75.0 -90.0 -55.2 -75.0 -90.0 -50.7 -75.0 -84.7 -47.4 -75.0 -78.6 -44.7 -75.0 -74.0 -44.3 -75.0 -73.1 -43.1 -75.0 -71.3 -41.5 -75.0 -69.3 -41.4 -75.0 -69.1 -40.4 -75.0 -67.3 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BOX 1529 NOKOMIS, F1. 34274 POS 64.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 69.3 41.4 70.0 69.1 40.4 70.0 67.3 50.625 NEG -60.6 -75.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -68.8 -41.6 -75.0 -67.3 -40.4 -75.0 -65.3 -40.3 -75.0 -65.1 -39.2 -75.0 -63.3 POS 60.6 70.0 70.0 47.5 70.0 70.0 52.6 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 41.6 70.0 67.3 40.4 70.0 65.3 40.3 70.0 65.1 39.2 70.0 63.3 c; r_ Visibly Better 54.000 NEG -58.1 -75.0 -90.0 -44.1 -75.0 -90.0 -49.1 -75.0 -87.0 -44.9 -75.0 -73.6 -42.7 -75.0 -68.3 -41.4 -75.0 -64.7 -41.1 -75.0 -64.1 -40.2 -75.0 - 62.5 - 38.9 - 75.0 -60.6 -38.8 -75.0 -60.5 -37.7 -75.0 -59.1 POS 58.1 70.0 70.0 44.1 70.0 70.0 49.1 70.0 70.0 44.9 70.0 70.0 42.7 70.0 68.3 41.4 70.0 64.7 41.1 70.0 64.1 40.2 70.0 62.5 38.9 70.0 60.6 38.8 70.0 60.5 37.7 70.0 59.1 57.000 NEG -56.1 -75.0 -90.0 -41.6 -75.0 -90.0 -46.2 -75.0 -81.9 -42.0 -75.0 -69.7 -40.7 -75.0 -64.8 -39.5 -75.0 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -37.6 -75.0 -57.4 -36.7 -73.3 -55.9 NTS POS 56.1 70.0 70.0 41.6 70.0 70.0 46.2 70.0 70.0 42.0 70.0 69.7 40.7 70.0 64.8 39.5 70.0 61.0 39.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.6 37.6 70.0 57.4 36.7 70.0 60.000 NEG -53.3 -75.0 -90.0 -39.2 -75.0 -89.4 -43.6 -75.0 -77.2 -40.1 -75.0 -66.3 -38.6 -75.0 -61.4 -37.5 -74.9 -58.4 -37.3 -74.6 -57.9 -36.9 -73.7 -56.5 -36.2 -72.4 -54.7 -36.1 -72.3 -54.6 -35.5 -71.0 -53.0 POS 53.3 70.0 70.0 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 66.3 38.6 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 36.9 70.0 56.5 36.2 70.0 54.7 36.1 70.0 54.6 35.5 70.0 63.000 NEG -50.5 -75.0 -90.0 -36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 -34.3 -68.6 -51.9 -34.3 -68.5 -51.7 -33.7 -67.4 -50.0 suw • POS 50.5 70.0 70.0 36.9 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34.3 68.6 51.9 34.3 68.5 33.7 67.4 50.0 "XO• & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORT: FTL-3580 • ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "X0* OR 'OX" AND "X0X" WINDOWS IS LIMITED TO 41.3 P.S.F. • 00000 PRESSURES- UNEQUAL CONFIG. X0, OX (NW ALUMINUM CASEMENT WINDOVV, IMPA07 UNEQUAL LITES UNEQUAL LITES UNEQUAL LITES Approved amaplylsiwkb Florid B Dale ZZ By 00000 • PE .58201 • • • • • 000000 000000 • • • • MAX. HEIGHT (SEE SHTS. 2 & 3) VERTICAL SECTION OPERABLE UNIT MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 2 & 3) VERTICAL SECTION FIXED UNIT REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 2) MAX. WIDTH (SEE SHT.2) HORIZONTAL SECTION - XOX 0 pi MAX. VENT I IR DAYLIGHT OPENING -1 (SEE SHT. 2) MAX. WIDTH (SEE HT. 2) HORIZONTAL SECTION - XX L MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - X REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 9 ,-REFERENCE "XX "FRAME ASSEMBLY DETAIL, SHEET 9 • • • • • •• • • •••• • • ••• Approved as complying wilt the Date 0 NOM Miami Dade Product Control Div •••• • • ••• . •'f • • 3 • •• • •••• • • • • Rana 9y F.K Rrnaey: Rona By. Drawn Ely.. F.K. 3/17173 A ar 12/17/02 CbcbE BY NO CHG THIS SHEET Oa* 1070 TECHNOLOGY DRIVE NOKOMIS, a 34275 P.O. BOX 1525 NOKOMIS, FL 34274 P Visibly Better SECTIONS • • ALUMINUM CASEMENT WINDOW, IIVACI tia*Nlabt saw sue Droft CA-740 NTS 8 • 11 704,8 • • A • • • •• •••• • •••• • • • • room AfNmet, P.E. ..... PE #58201 • • Mechanical • ••••I • • • • • • • •• • •••• • • •••• •••• • • • • • • • •• • • • • • • FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL #8x1 QUAD PH SMS (2) PER CORNER "X" FRAME JAMB "XO" & "XOX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB MAIN FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL SASH FRAME ASSEMBLY DETAIL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL 1.159" 2.139" O SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A .438" 3.544" .062" NOM. 2.784 "-1 0 FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7002A • • • • •• • • 2.919" Approved as co.plYV L Ida tie Florida BWdlct ode Date b' Z . NOAH ��1 2 40 9 Miami Dade Product Goebel Div - •••• • • •••• •••• • • •••• 9'2//o3 . • •••• •• * �••• ••• • • • • Read F.K. Rood Br Roved Ey. *am sr F.K. 3/17103 Orr: N: 12M/17102 ib.: A Mods d REVISED FRAMEASS'YDETAIL SCREW SPACING 1070 TECHNOLOGY CANE NOKOMIS. FL 34275 P.O. SOX 1529 NOKOMIS, FL 34274 � VLribly fiercer er"ea>< EXTRUSIONS & ASSEMBLY DETAILS • • • • • • ALUMINUM CASEMENT WINDOW, IMPACT' e.r.".e CA-740 NTS 9 r 11 l o ++ard 7044-8 • •A • • •• •••• • • • foes A.•Tumer,PE.• • • • • PE #58201 • • Mechanical • • • • • • • • • • • • • • •••• • • •••• •••• • • • • •••••• • • •••••• • • • • • • PARTS LIST ITEM 2 3 4 5 6 7 8 9 10 11 l2 13 14 15 16 1 7 18 19 20 21 22 23 24 25 26 30 31 32 33 40 4 1 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 DWG# 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 PGT. # 781PQA 78lPQA 67017K 78X78PPSMS 7858ZA 710x12FP 6TP247 6163K 61635K 60976 78x12PSTWB 67004 712XIPPT 711573 7FLDHD DESCRIPTION MAIN FRAME - HEAD, SILL & JAMBS #8 X I QUAD PH SMS FRAME CORNER KEY 1/2 "X1/2"X1/8" CLOSED-CELL FOAM TAPE SASH - TOP, BOTTOM & SIDE RAILS #8 X 1 QUAD PH SMS BULB WEATHERSTRIP .187X240 SASH CORNER KEY MAXIM MULTI -POINT LOCK LOCK SUPPORT PLATE #10-24 X .562 PH. PN. TYPE F MULTI-LOCK KEEPER (R.H. & L.H.) #8 X .875 PH. PN. SMS TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8 -32 X.375 PH. PN. TYPE B STUD BRACKET (L.H. & R.H.) #8 X 5/8" FLT. PHL SMS OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) #10 X .500 PH. PHL 5/16" LAMINATED (1 /8A & I /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16" LAMINATED (1 /8HS & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16HS & 3/16HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899 OR 995 PARABOND SETTING BLOCK SCREEN FRAME SCREEN CORNER KEY SCREEN CLOTH SCREEN SPLINE - SERRATED CASEMENT SCREEN CLIP #8 X .500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. TUBE #12X 1" PH. PHIL TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE PARTS LIST CONT. ITEM 73 74 75 80 81 82 83 DWG# 7025 7016 7005A 1155 7010 7007 PGT. # 70834A 781 PQA DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE COVER .706" .865" .050" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" ---1 .050' .865" ®7116" GLAZIBEAD MATL: 6063 -T6 DWG# 7042 .040" C 1.000" .423" -I 1-.– 0 CASEMENT SCREEN FRAME MATL: 6063 -T6 DWG# 7006 993° 289" .040" J 83 INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 --1 1.124" t— .125" 1 (� 2.701" H .062" 1 .093" 67 CASEMENT FRAME ASSEMBLY TUBE MAIL: 6063 -T6 DWG# 7004A • • • • • •• • • •••• • • Approved as eomplylog wIl to Florida Be od Date DOA# Miami D de Product Control Div By ++� •••• • • •••.. •••• • 3 /d3 • •• • •••• • • • • Fwnd F.K. aft F.K. Re. Br Rewd o,".n BIc F.K. MW 3/17/03 ar• Our: 12/17/02 aw+aa: A BMera: wwr Mooted By NO CHG THIS SHEET 0 Y' 1070 TECHNOLOGY DRIVE NOKOMIS, a 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Visibly Better e PARTS LIST & EXTRUSIONS •• • ALUMINUM CASEMENT WINDOW, IMA4OIT• • lbelmfttlet CA-740 NTS Now 10 - 11 u..rv 70448 • •• •••• •••• ••• •• 0 L15taaAtu"ar,P.E.• • • • PE #58201 • •MBNNI4caI • • • • • • • • •• • •••• • • •••• • • •• • • • • • • • • •• • • • • • APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM - - #12 0R #14 SCREWS ■ °., . IIS�O'' 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTES: 1 1/2" MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) -J 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE 11/4" MIN. EMBEDMENT 1/4" MAX. SHIM - r #12 OR #14 SCREWY OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM -1 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) 1. USE ONLY MIAMI -DADE COUNTY APPROVED ELCO OR ITN TAPCONS. 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2" OR MORE THICK TO BE ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILDING OFFICIAL. 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THAN 1 1/2" THICK TO BE ENGINEERED BY OTHERS. 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK j 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE APPROVED WOOD BUCK 'LESS THAN 1 1/2" THICK (SEE NOTE 3) 1/4" MAX. SHIM 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2 "THICK • • • • • • • • •••••• • •••• • • Approved as complying with the Florida do dmg ode Date Z NOAH Mimi Dade Product Coated Div By • • •• • - • ••. •• • • • • •••• • •••• 3 //v 3 • •••• • Woad By weary. Owe 3/17/03 /hater' A ADDED X14 SCREW 0P17ON a.r ay: F.K. 0l 12/17 /02 Cluck. By Der 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMLS, FL 34274 PAGT Visibly Better o.novr weir • ANCHORAGE DETAILS • • •• - - ALUMINUM CASEMENT WINDOW, IHIP w"mr ee,v m. or" '- a. CA-700 NTS 11 a 11 704 • : • :A • • •• ••••• • •••• ••••II • • • • !um F•Tumer. P.E. • • • • PE X58201 • • Mechanical • • • • • • • • • •• • •••• • • •••• •••• • • • • • •••••• • • •••••• • • • • • • M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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: 2 "x Std. Wall - Aluminum Tube Clipped Mullion I✓ APPROVAL DOCUMENT: Drawing No. 6622, titled "2" STD. Wall Mullion Arrangement Detail ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, 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 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 NOA # 01- 0323.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • • • • • • • • . . • • • . • •• ML' Mf -I1 DE CO• I3NTli, • RLORIba . • • • • . • • • METRO -DADE FLA ER • BU ILDING • 140 WEST FLAGLER STREET, SUITE 1603 Mj�ML Fj.OR DA.1,313Q 63 • • (305) 375 • :F4 315) :7:;90ii' • • • • • • • • • • • •• • • • • • ••• •■ NOA No 02- 0701.11 / Expiration Date: June 28, 2006 Approval Date: July 12, 2002 Page 1 ,II GLAZING PRODUCT GLAZING H '11' TYP. MUL J0N GLAZING PRODUCT '11r 1 GLAZING PRODUCT . GLAZING PRODUCT H ANCHORS: TYPE. B ; Al TYP. C" OR "D" BOTH ENDS W = W 1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, AND 5 2. WINDOWS MAY BE MULLED 3. MULLIONS ARE APPROVED 4. REFERENCE TEST REPORT ANCHORS: TYPE B' C" OR D" BOTH END H = H1+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR 111 +H2 MULL LENGTH = W TO A MAX. OF 5 UNITS FOR IMPACT AND NON— IMPACT FTL -2902, 2903 AND 2975 ` --W- -I G LAZING P ROoucr TYP. MULLION GLAZING PRODUCT H1 ANCHORS: TYPE. B "C" OR D" BOTH ENDS Robert L. Clam, R P.E. #39712 struco1r W 1 —I—W2� W = W1 +W2 H :a H14-H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 . M 1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 INDUSTRIES 1 ANCHORS TYPE A' 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOMIS, FL J4275 NOKOMIS, FL 34274 ANCHORS: IWE. B; C" OR D BOTH ENDS W W1-- --1 —W2 W W = WI +W2+W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REVISED coorbio wW the Fleet& Daldhs Code Amptasce No ` Eadrerl o Date • W3 1 APPROIPL% RS COMPLYING WITH THE SISUjHf{j131D� 3 E• • • DA 7 � C( • t BY • BY Mla I Dade Prodec DMaloa 0eJ 'r BUILD COMPLIAN OFFICE 1) 1 — 0 ZZ.3 pY Rend By: 'Date: CAW By: �te4 rate: ReHaf oa • • •,•~ •V I e Drown By P.J.P. /28/00 •••• • • • PI O T€CONiROL DIVISION • • •• Description: 114111 2" STD. WALL MULL/OA RRANGt4t4 17T Series /Model. 'Scale: ,Vt tDrowing No. • Rey MULLS 1 1 -5 6,6,2, • • • • • • • • • • • • •• • •••• • • ••• • • • • • •• e • • GLAZING PRODUCT GLAZING H TYP. MULLION GLAZING PRODUCT GLAZING PRODUCT H ANCHORS: TYPE. B ; Al TYP. C" OR "D" BOTH ENDS W = W 1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, AND 5 2. WINDOWS MAY BE MULLED 3. MULLIONS ARE APPROVED 4. REFERENCE TEST REPORT ANCHORS: TYPE B' C" OR D" BOTH END H = H1+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR 111 +H2 MULL LENGTH = W TO A MAX. OF 5 UNITS FOR IMPACT AND NON— IMPACT FTL -2902, 2903 AND 2975 ` --W- -I G LAZING P ROoucr TYP. MULLION GLAZING PRODUCT H1 ANCHORS: TYPE. B "C" OR D" BOTH ENDS Robert L. Clam, R P.E. #39712 struco1r W 1 —I—W2� W = W1 +W2 H :a H14-H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 . M 1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 INDUSTRIES 1 ANCHORS TYPE A' 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOMIS, FL J4275 NOKOMIS, FL 34274 ANCHORS: IWE. B; C" OR D BOTH ENDS W W1-- --1 —W2 W W = WI +W2+W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REVISED coorbio wW the Fleet& Daldhs Code Amptasce No ` Eadrerl o Date • W3 1 APPROIPL% RS COMPLYING WITH THE SISUjHf{j131D� 3 E• • • DA 7 � C( • t BY • BY Mla I Dade Prodec DMaloa 0eJ 'r BUILD COMPLIAN OFFICE 1) 1 — 0 ZZ.3 pY Rend By: 'Date: CAW By: �te4 rate: ReHaf oa • • •,•~ •V I e Drown By P.J.P. /28/00 •••• • • • PI O T€CONiROL DIVISION • • •• Description: 114111 2" STD. WALL MULL/OA RRANGt4t4 17T Series /Model. 'Scale: ,Vt tDrowing No. • Rey MULLS 1 1 -5 6,6,2, • • • • • • • • • • • • •• • •••• • • ••• • • • • • •• e • • (......./ GLAZING GLAZING PRODUCT PRODUCT W I W2 ID H ANCHORS: TYPE. B ; Al TYP. C" OR "D" BOTH ENDS W = W 1 +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR W1 +W2 MULL LENGTH = H NOTES; 1. FOR ANCHORAGE TYPE, QUANTITY AND LOCATION REFER TO SHEETS 2, 3, AND 5 2. WINDOWS MAY BE MULLED 3. MULLIONS ARE APPROVED 4. REFERENCE TEST REPORT ANCHORS: TYPE B' C" OR D" BOTH END H = H1+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR 111 +H2 MULL LENGTH = W TO A MAX. OF 5 UNITS FOR IMPACT AND NON— IMPACT FTL -2902, 2903 AND 2975 ` --W- -I G LAZING P ROoucr TYP. MULLION GLAZING PRODUCT H1 ANCHORS: TYPE. B "C" OR D" BOTH ENDS Robert L. Clam, R P.E. #39712 struco1r W 1 —I—W2� W = W1 +W2 H :a H14-H2 (2) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 . M 1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 M2) MAX OPENING = W OR W1 +W2 MULL LENGTH = H1 INDUSTRIES 1 ANCHORS TYPE A' 1070 TECHNOLOGY DRNE P.O. BOX 1529 NOKOMIS, FL J4275 NOKOMIS, FL 34274 ANCHORS: IWE. B; C" OR D BOTH ENDS W W1-- --1 —W2 W W = WI +W2+W3 H = H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W1 +W2 +W3 M4) MAX OPENING = W1 +W2 OR W2 +W3 MULL LENGTH = H1 PRODUCT REVISED coorbio wW the Fleet& Daldhs Code Amptasce No ` Eadrerl o Date • W3 1 APPROIPL% RS COMPLYING WITH THE SISUjHf{j131D� 3 E• • • DA 7 � C( • t BY • BY Mla I Dade Prodec DMaloa 0eJ 'r BUILD COMPLIAN OFFICE 1) 1 — 0 ZZ.3 pY Rend By: 'Date: CAW By: �te4 rate: ReHaf oa • • •,•~ •V I e Drown By P.J.P. /28/00 •••• • • • PI O T€CONiROL DIVISION • • •• Description: 114111 2" STD. WALL MULL/OA RRANGt4t4 17T Series /Model. 'Scale: ,Vt tDrowing No. • Rey MULLS 1 1 -5 6,6,2, • • • • • • • • • • • • •• • •••• • • ••• • • • • • •• e • • MULLION CLIP CUT FLANGES OFF OF MULL CUP TO FORM A 'U'- CHANNEL AND INSTALL AS SHOWN P.G.T. 2x MULLION 2" WOOD BUCK TYPICAL MULLION TO MULLION INSTALLATION TYPE A" MIN. 217 (TIP) 1i MIB N. I--4" OR 6 "1 r _4" OR 6 "--1 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK TYPE "9 ", NOTE: 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTANT; QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. /12 F.H. S.M.S. STAGGERS) ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) /12. S.M.S. ALL FASTENERS MUST BE LADE COUNTY APPROVED. SEE NOTE 11 /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES (SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 /12 WOOD SCREW MIN. 1 PENETRATION INTO 1 BUCK ALL FASTENERS MUST BE LADE COUNTY APPROVED. SEE NOTE it P.C.T. 2x MULLION //‘— 31i4 Robert L. Clark, P.E. P.E. #39712 Structural 2' 1900D BUCK REMOVED 70 CONCRETE WOOD BUCK TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE "C". Barad By. (Data Drown By. P.J.P. CI,kd DO` " 4 /28/00 I --4" OR 6 "--1 MIN. 217 ( MIN. "dine Cie 2- 07.011 Aceeplasee N O ` Eydnr n�11eQ(Q By Mla I Dade Product Cemell DNb1on Late: /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES S0 AS NOT TO INTERFERE WT111 EACH OTHER) SEE NOTE /1 MIN. 1}' TAPCON MIN. 1} •• PENETRATION INTO CONCRETE OR BLOCK • STRUCTURE. ALL FASTENERS • MUST BE DADE COUNTY APPROVED. SEE NOTE /1 OR 6 "-1 TYP CAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE D. PRODUCT REVISED n eo.pIylai •N► tie Florida RoNslorai • • - •••• /12 F.H. S.M.S. STAGGERED ON OPPOSITE SIDES SO AS NOT TO INTERFERE WITH EACH OTHER) SEE NOTE /1 MIN. I V TAPCON MIN. I PENETRATION INTO CONCRETE OR BLOCK STRUCTURE. ALL FASTENERS MUST BE DADE COUNTY • •• APPROVED. SEE NOTE 11 APPROVED AS COMPLYING WITH 711E SOWTN ?LSRI CODE E• BY • PROD ^ NTROLDMSION BUL r. CbOE COMPLUNC!I c! • OI- oaz.,r. ACCEPTAN/E NO. • • • AA ..• • Description: 2" STD. WALL MULLION da •CL•IR INSTTLIL4T14N DEfAA'_• 1070 TECHNOLOGY ORNE P.O. BOX 1529 Series/Modal: Scale: • turt� Drawing No. • lRo• NOXOMIS. FL 34275 NOKOMIS, FL 34274 M 1 )c• 2 w5 6.622 i • • • - • • • • • •• • •••• •••• • • • • • • • CLIP LENGTH CHART FOR 2x MULL MULL SIZE A' 2 X 4 x i 2x6xii 5 1i IMPORTANT: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. g MIN. FROM END (TYP) 8" MIN. F ( TYP ) e- 4- 4- 4- 'A' 2" MULL CLIP W /TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 513 ,ez ('ehte.e REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 `3 INDUSTRIES Roved By: IOale: Drawn 8y: Title: 8 MIN. 'A' 2" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG # 513 PRODUCT REVISED CO.PhiaL With tie Florida Baldiat Code Ameptaam No 2— Expinti. Date P.J.P. 1070 TECHNOLOGY DRIVE P.0. BOX 1529 NOKOMIS, FL J4275 NOKOMIS, FL 34274 g MIN. FROM ENDS (TYP) Chkd Senes/Nodel: MULLS Mien Dade ProdochCooind • Dhleloo •• • Date, Dote: 4 /2B /D1 2" MULLION CLIP 9 - 1 16 MAX. Scale! • 1 • /. Reriwu: • •••• Description: • •••• ANCHOR LOCATIONS • •• -•- • • •• •• • • • • •• • APPROVED AS COMPLYING NTH 7HE SOUTH FL ID BUILDING CODE Jt 1N28 1 11 BY ..1e.. � 1 PROs r s • OLONISIOR • • • BUILDINiC4 FOMPUANCEOFflCI • ACCEPTANCE NO. 0 t — d 3• °Y• • • • • • • • •• •••• • • • •• •h ** • Drawing No. • or$ • • •6622 • F ••••MID • • Rea • i • e •••• • • • • • 2x STD. WALL MULLS MAT'L: 6063 —T6 Robert L Clark, PE P.E. #39712 Structural INDUSTRIES Rend By Drown By Dote: P.J.P. Chkd ar Dote: Dote: 4/28/00 PRODUCT REVISED as complyiog with Oe Florida Balding Code Acceptance No O 10 ,II Expiration Date B _ — 7 Mice 1 Dde Product Coatrd Dirbitia R evown,: •••• • • • j . • •••• • •• Deacfption: • • • • 2" STD. WALL MULLION P8071115 • • • • • • • SeAea/Modeh Scale: Sheen pawing No. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 �� • 6622• NOKOMIS, FL 34275 NOKOMIS, FL 34274 MULLS 1 x• • •[r 4.7 • • • •••• • • APPROVE COMPLYING NTH THE sour j 7011 •L t 1 g.1 • • • • BY MSI • • • PRO. r ' r f♦OL DON BUI a r C2DE COMPUANCMPi • ACCEPTANCE NO 0 o7 zs.oV ••• • • • R • • • • • • • • • • • • •• • •••• •••• • • • • • • • 2x6x1/8 6 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 MULL LENGTH IN INCHES 1- 42 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 170 170 170 170 170 170 50.625 170 170 170 170 170 170 170 170 170 170 54 170 170 - 170 170 170 170 170 170 170 170 60 170 170 170 170 170 170 170 170 170 170 63 170 170 170 170 170 170 170 170 170 170 66 170 170 170 170 170 170 164 159 158 '158 72 170 170 170 162 149 139 131 126 123 121 76 170 170 161 144 131 122 115 110 106 103 78 170 170 152 136 124 115 108 103 99 95 84 170 149 130 116 105 97 91 86 82 77 90 153 129 112 100 90 83 77 73 69 63 96 134 113 98 87 79 72 67 63 59 53 108 105 89 77 68 61 56 51 48 45 40 111 100 84 72 64 58 53 49 45 43 37 144 59 49 42 37 33 30 28 26 24 20 2x4x1/8 6 Anchors 42 48 170 161 50.625 54 60 63 66 72 76 78 84 90 96 108 111 144 OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 170 170 170 170 170 170 157 131 117 111 95 83 72 57 54 25 170 170 170 170 164 148 134 111 99 94 80 70 61 48 45 21 170 170 170 170 146 131 118 97 87 82 70 60 53 41 39 18 170 170 ' 170 170 133 118 106 88 78 73 62 54 47 37 35 16 170 170 124 110 98 80 71 67 57 31 170 170 170 156' 118 104 92 75 66 62 52 45 39 30 28 170 170 170 155 114 100 88 71 62 58 49 42 36 28 26 170 170 170 155 113 98 86 68 59 56 46 39 34 26 24 NOTES- 1 . MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 170 170 170 155 113 98 85 66 57 54 44 49 42 33 37 32 24 23 170 170 170 155 113 98 85 65 56 51 41 34 29 21 20 1. S yr i Robert L. Clark, P.E P.E. #39712 Structural IT INDUSTRIES 1070 TECHNOLOGY DRIVE Vertical Mull �Opening� Width Mull Length Horizontal Mull Opening Width I_ Mull Length Multiple Mulled Units Mull Length \Opening Width Rend By: 'Date: Drawn By: P.J.P. P.O. BOX 1529 NOKOMIS FL 34275 NOKOMIS FL 34274 Chkd By: IDat.: Data 4./28/00 S•r1sa/Mod.h MULLS Scala* t N75 • • • • • .• • FftwiT Tia! ; - •••• rDe • • • • 2" STD. WALL MULLION • •PRESS(7RE •CHARrr: 1 Description: • • •••• PRESSURE CHARTS • — • •• • • • Slat.. 5 o(� PRODUCT REVISED n complying wtt6 the Florida Buidlog Code Aacpta•ce NoO •O a o.II Etpintlos Da lt IH/ 0(. MU Dade traded Casuol Division APPROVED AS COMPLYING NATH THE SOUTH FLORIDA BUILDING CODE w . rfio. PROD •i c r ROL DMStOtp m • BUILDI cha gOMPLIANCE • ACCFPT!•ICENO. �' ° 327'•V • BY • y • •• • • Rd. • •••• Drawing No. • •• •6.622• • • • • • •• • •••• • • • • • MULL LENGTH IN INCHES BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • ... • • • ... • • • • • • .. • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • MLAIII -VADE COUNTY, FLORIDA , ME t DIDB TLLAGCEI: BUILD:NI ; . 140 WEST PL4G17E1 STREET,SL:ITE 1601 MIAIv�t, HA MA 13130 -15t3 • (305) 375 -2901 FAX (305) 375 -2908 .... • .. ... .. • • _ • • . • • .. . . • . PGT Industries P.O. Box 1529 Nokomis, FL 34274 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: Series PW -701 Aluminum Fixed Window V APPROVAL DOCUMENT: Drawing No. 4231, titled "Aluminum Fixed Window ", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/22/01, 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: Non - Impact & Impact Resistant f/ 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 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 # 01- 0102.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02 -0701.07 / Expiration Date: September 13, 2006 ✓ Approval Date: July 12, 2002 Page 1 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. FULL CIRCLE 060" Maximum Area 19.64 sq. ft. LARGE MISSILE IMPACT WINDOWS 1.) GLAZING: 7/16" LAMINATED W /!NTERLAYER DUPONT BUCACITE PV8 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF. (3/16" HEAT STRENGTHENED /.090/3/16" HEAT STRENTHENED LAMI) +36.0 PSF & —36.0 PSF (3/16" ANNEALED /.090 /3/16" ANNEALED) 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT: FTL -2797 f ret c /z- /vd ELLIPTICAL 96" X 47" Maximum Area 24.61 sq. ft. Ruben L. ark, P.E. PE #39712 Structural INDUSTRIES 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, f1 .34274 • Drarn Dy F.K. ARCH. 48" X 96" Maximum Area 30.28 sq. ft. Rersd PRODUCT REVISED as emptying with the Florida Raiding Code Aasptaaa No9 - 0301 -_03 ExpirationDateQ I 10 6 M 1 Dade Product Ccetrte Dlr•tu• • • • • • •• • Date: Dote: 8 /13/01 Series/Model: PW -701 Revisions* RECQ4WKN ALUMINUM FIXED WINDOW Scole: • NA& • NTS 1a : 8 • • • • • •• • DETAIL C SEE SHT. 7 APPROVED AS COMPLYING WITH THE SOU 0. DA* i1r7r7Hs1� PR* gyp ONTROIDM e'v 6UILC 1�00lECOMPWNCE /�f TTWCE NO Q • •• • DescnPlion: • • • • • • • • • ELEVATIONS, 7/16 IA I44TED f 4S D� a41L tit DDE • • • • • • •• • • • Drorinp No. Inv ••• •4231 ••.E•• • •••• - • •••• • • • • • QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 96" x 48" Maximum Area 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. /z Robert L Clark, P.E. PE #39712 Structural FA INDUSTRIES 1 Oro.n By: F.K. 1070 TECHNOLOGY DRIVE NOKOM6. FL 34275 P.0. BOX 1529 NOKOMIS, FL J4274 EYEBRO W 96" x 48" Maximum Areo 30.24 sq. ft. RECTANGLE 48" x 96" Maximum Area 32.00 sq. ft. Revsd By: Dale: oo1e 8/13/01 SeNes/Model: PW -701 • • • • • •• • Scale: • &lost: • NTS 2ar•8 rRODUCrREVISED cQaplyleg with Ide Fioride Ra d1 g Code Aceeptssa No 02- 0701.0 Expiration Date 0411 164, Mild Dods Product Control Milos APPROVED AS COMPLYING WII H THE D T F}9(t10,(�II.DWfafODE c E• I.1 `1111 BY !!!t 7 - • PRO NTROL DIVISIO BUILD4G CODE COMPUANCEE OFF fAFIRMIIC.F NO OL- CII e7•Ci • Revisions: • • • • • - - - • • •• • • • • R�DIt� • • • •••• • •• ELEVATIONS, 7/16 LAMM/ATED ••QSS • • ALUMINUM FIXED WIN�C�l! •• • • Drawing No, ••••4 ••• • Ra• C • • • •• • •••• • • • • • HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON— IMPACT WINDOWS 1.) GLAZING: 3/16" TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2763, 2780 & 2816 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. Robert L. Clark, P.E. PE #39712 Structural T ■ INDUSTRIES B 1070 TECHNOLOGY DRIVE P.O. BOX 1529 • NOKOMIS. FL 34275 NOKOMIS. FL 34274 A ARCH. 60" x 120" Maximum Area 47.32 sq. ft. PRODUCT REVISED ngh with the Florida Acceptance No 02 O}01.0} &Pi anos Date / of p 9y Milan Praha Count • • • • •• • Reese By Dote: Revisions; • ALUMINUM FIXED WINt1ODlr Senn /Modsi: Scale: •SRA• • • PW -701 NTS • 3: DETAIL C SEE SHT. 7 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE • BY Drown By: Date: F.K. 8/13/01 REDRAW. • Descdptk,o: • •••• • • • ELEVATIONS, 3/16 TFt '1 °.I ED GJ#t$S • • Growing No. •• • PROD .CT VIOL DIVISION ,• BUIL. Car-ODE COMPUANCE OF CE • • • • •• • • •••1•2 • •--• • • • • • Red •E•• M • • • •• • •••• • • • • • 1 111 I N QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. 120" x 60" Maximum Area 39.27 sq. ft. NON— IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. EYEBRO W 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. Clark, Z� Roben L. RE. PE @39712 S nisomel INDUSTRIES 1070 TECHNOLOGY ORNE NOKOMIS, FL 34275 Omen tlY F.K. Rand By: Dote: Dot. /13/01 • • • • • • • • RPJ ors� • • RF1h dN mra: • ALUMINUM FIXED WINDOW PRODUCT NGVISBI e CPlYlee with the Barite Baldiaa Code v pteeoo A No W?. -0? O� A cc4elbe No B ler .4 MOM Bede?aod BMeiee APPROVED AS COMPLYING V 1TH THE D TH 1 04 BUIL GUU.I OE PR • \ - • ROL DIVI t1 • • BUIL u. ;pre COMPLIANCE OF� ACCE-:CE NO.0 kpi • •• • Oeacnption: • • • • • ELEVATIONS, 3/16 74P . SS • • •• • • • • • -• - -• • Series/Model: Scale:• a Oh!• • Drawing No! * �• o P.O. BOX 1529 7',• • d.• NOKOMIS, FL 34274 PW -701 N r J • 4 or• 8 .••.4231 • • • • • • •• • ••• •••• • • • • • • • MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 1 -1/2" MIN. — 1,4 SHIM SPACE MAX. /12 PAN HEAD WOOD SCREW 7/16' IAMINATED OR 3/16 TEMPERED GLASS 1/4" SHIM MAX. 2x W000 BUCK SECTION A —A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & W000 AT HEAD 3/16' HEX HD. TAPCON OR 3/16" FLAT HD. TAPCON (C SINK REO'D) 1 -1/4' MIN. Ir uIII. � -. 603 CUSS 81TE 0 I O ; NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS 1 THROUGH 4 OF 8. / Robert L.. Clark, P.E. PE 439712 Structural 3/16' HEX HD. TAPCON OR 3/16' FLAT HD. TAPCON (C'SINK REQ 2. REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & FTL -2816 MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION B -13 TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCRETE INDUSTRIES rue: 1070 TECHNOLOGY OWE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 1/4" SHIM SPACE MAX. — PRODUCT REVISED comPlYiog with the Florida Belding Code Ei$rgt 0f et 02- 07 Eipinba Date title I Dade heeled 4.tml • Didion • • • •• • SECTIONAL & ANCHC&W4VIEWS • • ALUMINUM FIXED WINDC / + -Ix WOOD BUCK Revsd 61Date: Revisions: • • Drown Ely: F.K. Dole: F.K. RE ti4$Y*1 • • • • • • ■ Descnplion: •••• • • •• • • • • • •• • 1 I /4" MIN. APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA Bt PRO• T • ROL DIVISION BUIL CM/ COMPLIANCE OF E AjCirjANCE NO.OI CY(tail • • Senea/Aeodel: Scale: • �tr • Drawing No. • PW -701 NTS• 5 of t4 • • • • *q31 • • . • • 6 • • • •• • •••• • • • • • .500 .688 .062-110-1H-7 ® PW- 701 U- CHANNEL GLAZING BEAD 2.784 O1 PW -701 FRAME EXTRUSION 1.500 REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 MK. 2 3 4 5 6 7 8 9 10 11 PART # 612242 6533402 7834 62899C/62501C 61412K 628V1510 6SM55W SEE NOTE 7PWSW SEE NOTE DESCRIPTION FRAME HEAD, SILL & JAMB U- CHANNEL GLAZING BEAD #8 x 3/4 PN. PH. SMS SILICON BACK BEDDING SEAM SEALER 3/16 TEMPERED GLASS #6 x 7/8 FL. PH. TEK BILL OF MATERIAL CLOSED CELL FOAM TAPE FOR 3/16 GLASS CLOSED CELL FOAM TAPE FOR 7/16 GLASS 7/16 LAMI (. 187HS/. 090/ 187HS) 7/16 LAMI 6187A/090/.187A) NOTE: ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER VISIBLE LIGHT CALCULATION WH WINDOW WIDTH 'TIP TO TIP" - 3.00" WINDOW HEIGHT "TIP TO TIP" - 3.00" Robert L Clark, P.E. PE #39712 Structural T INDUSTRIES L 1070 TECHNOLOGY ORNE P.O. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, 71. .74274 Revd BY: Dote: VENDOR 6063 -T5 6063 -T5 SPENCER OR = DOW /G.E. OR = TAPE SPECIALISTS OF FL OR = TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = TRIPLE DIAMOND CLASS OR = TRIPLE DIAMOND CLASS OR = SPENCER OR = TRIPLE DIAMOND GLASS OR = • • • • • •• • Renjeoy • • • Drown By: Dote • • • • F. 8 /13/01 • REpk4�1�1 • • • • Description: • • • • • • • EXTRUSION PROFILES •, • p. 0. Ivy. ALUMINUM FIXED WINQA4l. •• • PRODUCT' REVISED Balding Coodde /Wide AeevWnnceNo 02 -0 01.0} Expiration Date _�, Mi a/ Munn Dade Product Control Divt Ina APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE D BY /� 1//7//!>!.r► PROD ^T •. VOL DIVISION t BUILDING CODE COMPLIANCE • CP A r.tr$1 0IF Nn O I' Ut1re- eIr • • ••• Title: •• •• •• • • Serlea/Modet• Soale: • She* • Drawing No. PW -701 NTS 6.f • 8 • .. • 4Q31 r • •��� •••. • • • VENDOR # AF -12242 AF- 533402 SM5504 • • • • • • • • • R•r.• • • • —+y 090INTERLAYER 3/I6' ANNEALED I I t—. -3/16' ANNEALED 3/16' HEAT — STRENGTHENED or .090 INTERLAYER 3/16' HEAT STRENGTHENED TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS or GLASS SILICON REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 Robert L. CI tic, P.E. PE 939712 Structural 4 E -3/16" TEMPERED TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS INDUSTRIES GLASS SILICON Revad PRODUCT tRE �tl• Bi ddle' Code APPROVED AS COMPLYING K1TH THE upb < ••• at ���b SOUTH FLORIDA BUILDING CODE On Itll By 7 BY ✓ / / //! /n MV• Dade hoduct C•• uol • ` • PROD ieNTROL 4 • D H6too • • • • • BUILOINCIC9 ! !OMPUM CE 0 • ACCra. C% N0(J l ^Ol �"�,it•• By: Dote: Re Mions: GLAZING & CORNER .QE.TAIL DUe: ALUMINUM FIXED WINDOW 7070 TECHNOLOGY DRNE P.O. BOX 1529 Seriea /uede4• Scala: the.: • NOKOMIS, FL 34275 NOKOMIS, FL 34274 PW -701 NTS• 701 DETAIL C TYP. 90' CORNER CONNECTION • Drown By F.K. D°ta /13/01 R EpRAW M' _ Oescnvlion: • • • • • • • •.•• • • • • • •••• ^• • • • • • a Orowing No. Re�. •• •. NCO •• . " • • • • •• • •••• •••• • • • • • Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.40 70.00 66.10 51.000 100.00 100.00 100.00 100.00 90.60 80.30 77.40 63.00 55.90 60.000 100.00 100.00 100.00 100.00 90.60 58.00 58.00 58.00 57.40 Window Heights Window Widths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 135.00 122.90 112.60 39.000 135.00 135.00 135.00 135.00 135.00 135.00 79.40 70.00 66.10 51.000 135.00 135.00 135.00 135.00 90.60 80.30 77.40 63.00 55.90 60.000 135.00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 57.40 3/16" TEMPERED GLASS NOTES: 1.) Negative Design Loads based on Comparative Anolysis and Glass Table ASTM E1300. 2.) Positive Design Loads based on Comparotive Analysis .ond Water Test Pressure. 3.) Numbers are for 112 screws or 3/16" Topcons. 4.) Anchor maximum spacing: 12" Negative Design Loads Positive Design Loads REFERENCE TEST REPORTS: FTL -2763, FTL -2780, & 2816 � zO /t Robert L. lark. P.E. PE #39712 Structural INDUSTRIES Drown By: F.K. 1070 TECHNOLOGY DRIVE P.O. BOX 1529 NOKOMIS. FL 24275 NOKOMIS, FL 24274 Rend By. Data: Dote: 8 /13/01 Desa4Ptlo,, f••• • •• COMPARATIVE ANALYS/S.I ON- IMP• • rtl.: • • • • • • • • ALUMINUM FIXED WIA7t5 O • lt/_ Scala: NTS• Scrfes/ModeC PW -701 • • • • • • • • PRODUCT REVISED as complying with t1. PTorWI DuMloe Code Ac .p.,cn No O Z -O 101.9' Espintlo. Mum Dad. Product Control OfiltIon APPROVED AS COMPLYING WITH 015 SOUTH FLORIDA BUILD .05 DA • nn. BY PROs t• TROLDIVISId dip BUILD • iDa4COMPLIANCE ACCEP7.10E NO.r) L' 014L W • Revisions: • • • REVlb,"1V• •• • . • • .. • • neat �• (mowing No. • gar '6 • •••231 .• 7ZZ • • • •• • • • • • • • MIA M!DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) • • • • .. • • • • • • • • • • • . • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • .. • • Mk MI -DAVE COUNTY, FLOR11:4 1�fE FRO -L &I E FLACLER 1i UI�. DIAJG . . ... . . . . . . 140 W'F.S'P FL4GLER4TRtET, SU1.'PE %COOS MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 .. • • • .. • • .. • • • .. .. • • • ••• •• • • PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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: Series SWD -101 Outswing Aluminum French Door - Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, 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 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 NOA # 01- 0417.04 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02- 0701.12 Expiration Date: November 22, 2006 Approval Date: July 12, 2002 Page 1 I /1' TAPCON TYP. HEAD TYP. SILL /12 TYP. HEAD TYP. JAMB 01 Robert L. Clark, P.E. P.E. #39712 Structural ITEM DESCRIPTION 1 DOOR HEAD /SILL 2 DOOR JAMB (HINGED) 3 DOOR ASTRAGAL 4 .250 x .187 FINSEAL STRIP 5 DOOR W —STRIP CHANNEL 6 FRAME JAMB 7 FRAME HEAD 8 GLAZING BEAD (ROLL FORM) 9 OUTSWING THRESHOLD 10 5/16x18 THREADED ROD 11 TRUSS CLAMP 12 5/16x1/16 TRUSS WASHER 13 5/16x18 TRUSS NUT 14 FRAME SCR. COVER CAP 15 STRIKE PLATE 16 STRIKE PLATE INSERT 17 10x3/4 SCR. FLT. HD. PHIL 18 HINGE ASS'Y. 19 10x.625 FLT. HD. PHIL 20 10x1 2 FLT. HD. PHIL. 21 TCP BOTT. SLIDE BOLT LOCK 22 6x1/2 FLT. HD. PHIL. 23 8x1 1/2 SCR. PN HD. QUAD. 24 SEAM SEALER 25 LOCK SUPPORT ASSY. .3 ( 1 /lock) 26 6x3/4 FLT. HD. PHIL. 27 .200 x .190 QLON 28 .375 x .190 QLON 29 3 POINT LOCK ASS'Y. 30 LOCK ACTIVE 31 LOCK (DUMMY) 32 DEAD —BOLT LOCK 33 .401 LAM. W MONSANTO 34 SILICONE 35 12 Ph. Pn. SMS 36 1/4 TAPCON 37 .401 LAM. W /DUPONT 38 .454 LAM. W DUPONT 39 .454 LAM. W MONSANTO 40 2 POINT LOCK ASSY. 41 x .75 Ph. Fl. Tek 5 (1 /astragals,fr. jambs & head) 4 1 /astraaols & frame jambs) 1 0 r.h. astragal 1 0 r.h. astragal Revisions: 0) added 2 pt. lock info Material: Rand By: 'Oats: B.B. 11/17/00 Drown By: D.B. Chkd By: Date: Data: 2/16/98 v. T. 1 60375 60376 60377 67924C 8 (2 /each door top & bot. roar 60379 60380 60411 65170 61069M 6TRODA 60378M 7WASHA 7JNUTA 41722W 7955X 41721 71034A 7FRMOW 71058FP 710X12PPW 41720 7612FW 781124 6SM55W 4UBLOK 7634F 6Q200K 6Q300W FD3PTAY 7LOKAP 7LOKIP 7BLTIP 62899C 7834FPT QTY. /DESCRIPTION 4 1 /door top & bot. roil) 8 2 /ea. door top & bot. rail 8 2 /ea. door top & bot. rail 8 2 /ea. door top & bat. rail 6 (3 frame iambs) 30 5 /hinge &hinge —frame jamb) 26 6 /hinge — hinge —door iamb 2 1 0 top /bot. of I.h. astraw! 4 2 /slide bolt locks) 12 6 /head & sill) 6 (2 /lock support asst'.) 1 (0 r.h. astragal 1 (0 r.h. astragal rrm er 1; ,fir.•• M l ar fl Tofeeea horror Noted• FrecBar 4 1/04 Owing .01 4 (Lind .000 s Mph": 4 i Sodas/Modal: SWD -101 1 (0 r.h. astragal) PRODUCT REVISED as complying with the Florida Bidding Code Acceptance No 02- O30I.12. Expiration Date I 2 Y Dade Pevdael Control 1070 Techndl cox, Qi! Nokomis, F 34275 • • •• •• •• VENDOR ALUMAX ALUMAX ALUMAX SCHLEGEL CORP. ALUMAX ALUMAX ALUMAX FASTEC INDUSTRIAL ALUMAX FASTEC INDUSTRIAL FASTEC INDUSTRIAL PGT INDUSTRIES CAMCORP PGT INDUSTRIES MERCHANTS FASTENER NATIONWIDE IND. MERCHANTS FASTENER MERCHANTS FASTENER PGT INDUSTRIES MERCHANTS FASTENER FASTEC INDUSTRIAL SCHNEE MOREHEAD PGT INDUSTRIES FASTEC INDUSTRIAL SCHLEGEL CORP. SCHLEGEL CORP. PGT INDUSTRIES HARLOC HARLOC HARLOC H. P.O. DOW CORNING H.P.G. H.P.G. H.P.G. PGT INDUSTRIES SPENCER PRODUCTS DeacrfpUon: • • • • French Door — Anc orage/B.4.n% PDT NO VENDOR NO: Scots: 4 or!!. VENDOR # AF -10375 AF -10376 AF -10377 FS7924 -187 AF -10379 AF -10380 AF -12376 AF -12375 FLORIDA SCRFFN ALUMAX AF -10378 41722W 41721 41720 SM5504 4UBLOK Q200X190 Q375x190 FD3PTAY 100 880 820 899 PRODUCT RENrWf..D• • ACCEIT•NCt N.•6 " C i 1 �.oy ' • • tXFPNA.T10N DATE. ivd €M4e%.. 22, • • BY 1 5i` 4 1_ 1 Is • • • Tttt)IXtI .Ia D1Vlllcfi • • • •tiVipa.j KE .VT' • • • Drawing No. • • • 1qlr • ,••V•7.1 • D• 7 1/2" 95.750 71 " - 1 �{ -- 1 37.500 7 1/2" 11 5 1/2" 13.5" 13.5" TYP. MAX. SEALANT ON FRAME CORNERS & PANEL CORNERS 7 1/2" — 95.750 2 POINT / LOCK OPTION 7 1/2" LE— I 7 1/2" 13" +{ MAX. SEALANT ON ON CENTER FRAME CORNERS TIP. HEAD & SILL & PANEL CORNERS Robert L Clark, P.E. P.E. #39712 Structural 71.750' — 7 1/2" 5 1/2" 13.5" Material: Rend By: Date: O.B. I I /17/00 LARGE MISSLE IMPACT DOORS 1.) GLAZING: .401/.464 LAMINATED W /INTERLAYER (MONSANTO OR DUPONT) 2.) CONFIGURATIONS: X, XX 3. DESIGN PRESSURE RATING: 3o) .464 LAM.: +75 P.S.F. —75 P,S.F. 3b) .401 LAM.: +60 P.S.F. —60 P.S.F. 4.) ANCHORS: MAX 7 1/2" FROM CORNERS (HEAD & SILL) MAX. 5 1/2" FROM CORNERS (JAMB) MAX. SPACING AT HEAD & SILL: 13.000 MAX. SPACING AT JAMB: 13.500 5.) NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FTL -2241 7.) FOR LOCKING ASSEMBLY OPTION — SEE SHEET 3 OF 4 Series /Model• SWD -101 Description: PRODUCT REVISED as complying wllk the Florida Duldiq Code Acceptance No 02 - ?01. Z Eapin1Pn Date PRODUCT RENEW Ell ACCEYI'ANCR °1- 6Li \ �.Q�4 EXPIRATION L1NF . ;t f 22, • c y e�Ski .L1;:1µ- • • • immu -r amtlwirurmott • . 1511ICDINO CODE CDIMP4. ACE WW1: • •••• IAD STRfES•: • �• r 95.750 93.625 .489 EXTERIOR ROUGH- OPENING 1.272 4.000 4.000 SEE SHEET 3 FOR ANCHORS .250 --- MAX. SHIM SPACE ROUGH OPENING 1.750 O O O O e O 3.000 --{ MA)(. r .250 1.479 Imo— 3.000 •--•{ 84 3/4" DAYLIGHT OPENING s O VERTICAL SECTION INTERIOR 1.489 r .250 MAX. ASHIM ROUGH OPENING 34.625 TYP. BOTH PANELS ACTIVE PANEL, 25" -- DAYIJGHT OPENING � Zi Ro rt Clark, P.E. P.E. #39712 Structural d HORIZONTAL SECTION Revision: D) added 2 pt. lock info Matariot: R.nd By. Dot.•. D.B. 11/17/00 Drawn By: INTERIOR D.B. 71.750 EXTE TOR Chkd By: Dota: Dot 2/16/98 1.750 INACTIVE PANEL T&,rfl s Ad.ss Notelet Trcctiane t 1/64 grind .112 t Daind .DOD Angolan t 1 • Sorrow/Mode SWD -101 PCT N0: ID I O ff/ VENDOR N0: PRODUCT RENEWED ACCEPTANCE No. , t T . • ( � 4 11 •� . EXPIRATION DA1R • J6Mle et 2Z 1 2°4)6 • • •• •• • • • Ig ‘I; ..V . �. ANA PPING IO C°I4•Cil E N • • • y{rIQINO ��ifr�Q E UFP1cE • M1 VI 1070 Technofgpy,Qr'. Nokomis, Fl. 34275 PRODUCT REVISED �s C e with LLe Redd* Angara No 02 -OaO /. / 2 P.ip4atloa Date /t/ 21 IOG MIE Dade atry I DlHaoo .• •• Doerfption: ` ' • French Door — Ele . Seals: $eat• "2.4 • .••• • • • ♦• • Dry net No. • ••p7� — .250 MAX. SHIM SPACE L --- 1.480 ROUGH OPENING • • • • • O• 3 POINT LOCK ASSY. 2 POINT LOCK ASSY, Robert L. Clark, PE #3971? 1/8 MN. .090 3/16 ANN. .401' LAM W(/MONSANTO SAFIFX PYB INTERLAYFR OR .401' LAM. W /DUPONT BUTALLTF INTERIAYFR SEE NOTE 3 ON SHEFT 1 DESIGN PRESSURE RATING: ±60 Ds( Revisions: 0) added 2 pt. lock info Material: Roved By. Dole: Chkd By: Oats D.B. 11/17/00 Ahem fly: D.B. J /16 ANN. .090 Moaaa J/16 ANN. --1 1.489 �,�1J' 1.489 L 1� L MAX. SH1IM I— .1000 { MAX. SHIM 3.000 - -I SPACE SPACE Tol mnres /Unless Hetet Frocticor S 1/64 Wvnd .GA t Ltd„d .Ow M9v 3l• Series/Model: SWD - 101 • 1070 Techn Any O Nokomis, Fl 34275 • • • •• • •••• 041 16/98 .464' LAM. W /MONSANTO CAFIFX PVR INTERLAYFR OR .464' I AM. W /DUPONT BIITALITF INTFRI AYFR SEE NOTF j ON SHFR 1 DESIGN PRESSURE RATING: ±75 Ds!, PRODUCT REVISED as complying with the Florida Balding Code Acceptance No 02 -070 1. 12 Expiration Ate 11 BY hu • h de Product Coattai Division O PRODUCT' RENEWED AccEPraYd. t • •' 411.0 4 • ytnnavDATt 22 •••• • • • • By • Ska1 .1 . 'd. • • eistoogictis • OULLDOtt' cxxt oO.t E (IFTR.'E • • lb • __ • • INpUSTRIEa• • • • • Deoarlptlon: • • •••• French Door — Explo�dedGla2ir1Q PCT NO: VENDOR N0: Safe: %eel Drawing No. � •• 30 ' 4 • • ••• .. 06„ ' T.-I Passed Inspect° Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 1 Inspection Number: INSP -8847 Inspection Date: 08/24/2006 Inspector: Levrack, James Owner: Job Address: Project: <NONE> MUTTER, CARRIE 309 99 Street NE Miami Shores Village, FL 33138- Contractor: ALL CLOGBUSTERS OF BROWARD Building Department Comments Wednesday, August 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 A1625RECO Block: VROY1m-1/114- Permit Number: PL2005 -158 Permit Type: Plumbing - Residential Inspection Type: Top Out Work Classification: Addition /Alteration Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 490 -4926 Page 2 of 2 Issue Date: 7/14/2006 Owner's Name: CARRIE MUTTER Permit Type: Plumbing - Residential Work Classification: Gas Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Contractor(s) SUBURBAN PROPANE Phone 305 - 891 -8393 Primary Contractor Yes Com ments: INSTALL 500 GAL TANK UNDERGROUND AND RUN 40 FT OF 3 ?4 PLT TO TIE IN TO EXISTING GAS Additional Information Type of Work: GAS Additional Info: Classification: Residential Type of Piping: Bond Return : 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 assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $1.20 Education Surcharge $0.40 Permit Fee - Additions /Alterations $190.00 Scanning Fee $3.00 Technology Fee $4.75 Total: $199.35 Invoice Number PL-7-06-25567 Total: Amt Due $199.35 JUL 0 PAID C � 107 Amt Paid Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 01/10/2007 Parcel #: Block: Section: Re • uired Ins ' ections Press Test ROW Final Permit Status: APPROVED Permit Number: PL - - - 1871 Phone: (305)790 -1480 1132060135490 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,800.00 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING PERMIT APPLICATION FBC 2001 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) Owner's Address 30 '7 NZ" Miami Shores Village Building Department 10050 KEW Avenue,. Miegni Shores, Florida 33i38 1\41: (305) 795 2204 Fax: (305) 756.3972 °AA/ Sm SP City mrn,n, h state Tenant/Lessee Name Vao 00 CAA 5v4 • lik 11-1-1 Yt Permit No. P1-06 Master Permit No. 13 006 41 ./‘71C-1 Mechanical Roofing Phcoe# 60) 7%.5 Zip / Phone # Job Address (where the work is being done) s e jt/6 S Cit Miami Shores Village County __Miami-Dade Zip ggi 3 e•-• Is ftuilding Historically Designated YES NO Contractor's Company Name eve,„,„ 6,04/ / Contractor's Address Nii/ j3a ‚7' City inMjni Qualifier kr/3A 4 State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) State iCe- 11/ (f 4 0) , c/P ****************** Type of Work: ['Addition OAlteration Describe Work: /A/ ZYTN SW) 644.. Ms-AM: ROAJ 44' Ai- •Pc ..14,/ ,„45e.di I to /vie C)/-enwite- Code Enforcement $ Structural Pion Review. $ 1/1. 2 0 PAID cK Sq Phone # sop- ti 93 Zip gav4 Phone # Postage Of Workt--. • i 0 0 Demolition uNdeo /A 7 b77, s****************************** Submittal Fee $ ' Permit Fee $ / CCF $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ Zoning Bond $ CO/CC. 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: 1 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 nuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy o the n.iice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attac ent./ Iso, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection wi'i urs ven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be ov d .nd reinspection fee will be charged who is pe NOTARY Sign: Print: chc 05/13/03 Signature /`� - � Signatur Owner or Agent The foregoing instrument was acknowledged before me this o The foregoing instrument was acknowledged before me this day of yak My Commission Expires: ,20 € APPLICATION APPROVED BY: ¢ira ki s 2I I to me or who has produced As identification and who did take an oath. sonally know day of J t1 9 , 20°' by • who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC C Sign: Print: My Commission Expire %i: m „ fae. M3rtinoz MY Commission D0222906 *****,******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *,gy Expires June 15 4**- * * * * * ** *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * t * * * * * * * * * * * * * * * * * * * * * * * * * s * ** * * * ** * * * * * * * * * * * * * * * * * * * * * * * Plans Examiner Engineer Zoning Date Thursday, July 20, 2006 07/20/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: PL -7 -06 -1871 Invoice Number: PL -7 -06 -25567 Applicant: CARRIE MUTTER Company Name: Owner Address: Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Payment Type Check Number 1072 Amount $199.35 Change $0.00 Total Payment: $199.35 Page 1 of 1 Issue Date: 2/3/2006 Owner's Name: CARRIE MUTTER Permit Type: Plumbing - Residential Work Classification: Addition /Alteration Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Comments: PLUMBING WORK FOR NEW ADDITION REVISION 5/10/2006 Additional Information Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Revision Fee Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $245.00 $35.00 $6.00 $6.12 $297.72 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/22/2006 Contractor(s) Phone ALL CLOGBUSTERS OF BROWARC 305 - 490 -4926 Primary Contractor Yes Type of Work: Additional Info: Classification: Residential Type of Piping: Bond Return : 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. Parcel #: Block: Section: Permit Status: APPROVED Permit Number: PL2005 -158 Phone: (305)790 -1480 1132060135490 Lot: PB: Total Square Feet: 0 Total Valuation: $ 7,000.00 Required Inspections Underground Rough Water Main Top Out Main Drain Lavatory Water Service Re Pipe Heater Final Invoice Number PL - 2 - 06 - 23751 Total: � K MAY 15 PAID 44 - 2-30 Amt Due $297.72 Amt Paid 2G . z. 0 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. BUILDING PERMIT APPLICATIO FBC 2001 BY: Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) 06 Owner's Address 30 Q /V6 qq City 41 /Am f b ES State r, Tenant/Lessee Name Submittal Fee $ 0 , Permit Fee $ Total Fee Now Due $ 4 (Continued on opposite side) * * * * * * * * * * * * * * ** Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (303) 795.2204 Pa3: (305) 756.8972 Job Address (where the work is being done) 3? O 4 A.7 ST- City Miami Shores Village Is Building Historically Designated YES NO Contractor's Company Name SI Contractor's Address 1 j ( ,,ZIs City (0,0(-609-44) 1;•• State Qualifier State Certificate or Registration No. Certisate of Competency No. Architect/Engineer's Name (if applicable) JC b Tfrr Phone # ' 6- • 4.7 ca $ Value of Work For this Permit Square Footage Of Work: Type of Work: /Addition r ation DNew ❑ Repair/Replace Demolition Describe Work: 6 zip 33 i 98 Phone # Permit No. 1 LO'S Mechanical Roofing Phone # or- c$ • ,,,3b * * * * * * * * * * * * * * * * * * ** CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ (c) • CXD Radon $ Zoning Bond $ Code Enforcement $ Struct n Review. $ 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 Signature Owner or gent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20,by , day of ,20by 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: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: J a.' Plans Examiner Engineer Zoning Chc 05/13/03 I T S L T 14 Phone # 36 • J � "! d Cio / Owner's Name (Fee Simple . -holder) 1 �(� Address g � ` 0 ,5 7 Owner's Addr / -/ City )U(4kr( $I State PL Zip 33 / 3 Y Tenant/Lessee Name (liar Phone # Job Address (of-where the work is being done) City Legal Description Contractor's Company Name At &€OG -.&V S rc2s e i' Rzty CAS lone # Contractor's Address gn2 4'4 .5- 1/0. / ?2 ,4 b City 717i1 CIO /t6 itiCs State ,re_ Zip 3333.2 Qualifier L U i s . M A-ES 7,7 ' C S 6'7 3 / Describe Work: ?I- e I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the d nt act. I hold the Building Official and the Village of Miami Shores harmle � r all eQ. involvement. Signature 1V11am .- nOfeS v ificdpai h111V11L 444( Slid Al County Owner or Agent The foregoing instrument was acknowledged before me this / 3 this day of /V4aj Y. 20 eg, by who is personally known to me or who has produced NOTARY PUBLIC: Sign: Print: My Commission E Rev 09/19/03) As identification and who did take an oath. ;�t ?y ''•. Merin RnrIrigue7 •*" MYCOMMISSION # DD186986 EXPIRES June 22, 2007 BONDED THRU TROY FAIN INSURANCE INC Chance of Contractor P L� — S3 Permit No. 014 Zip Signature NOTARY PUBLIC: Sign: Print: 3 300 Contractor The foregoing instrument was acknowledged before me /3' day of /(4-y . 20 by who is personally known to me or who has produced as identification and who did take an oath. ,tVgP;'i My Commission , ° e ga s- 71-o - .4f/ g- Mnria DO.rigua7 MY COMMISSION # DD186986 EXPIRES June 22, 2007 BONDED THRU TROY FAIN INSURANCE INC * ****** ** * * * * * * * ** * * * ** * * * * * * * * * * * * * * * * * * * al * * * * * ** * * * * * * * * * * ** ** * * * * * * * *** PLUMBING WORK FOR NEW ADDITION REVISION 5/10/2006 /� 6 / 0 1):P; I ` FEB 0 6 2001 I �t tor ' I 4, Comments • Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 02/05/2007 Inspector: Levrack, James Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ALL CLOGBUSTERS OF BROWARD Building Department Comments Friday, February 2, 2007 Inspection Worksheet Miami Shores Village �� 10050 N.E. 2nd Avenue Miami Shores, FL (/ 4 Phone: (305)795 -2204 Fax: (305)756 -8972 CL Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 490 -4926 Page 1 of 1 oierrs 3oS- -'o Y ( BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO X Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 71- Owner's Name (Fee Simple Titleholder) , ' M ' Phone # 3 - 2 94 - Owner's Address Z o 9 /r/e / g1ri¢- A CityM ./Q- State , Tenant/Lessee Name Zip 33134' Phone # Job Address (where the work is being done) . 3 ea 9 We.. 99 Cotnety . lyhami•Dade Zip 33 1 Contractor's Company NameXa CZo& - 7 uSY W a 8. # Contractor's Address 602i 5 Gt/. /9.2 •4 '6'W6 Value of Work For this Permit $ 9 ., 'Gb CP C: Submittal Fee $ Notary $ Scanning $ Bond $ Structural Review. $ * * * * * * * * * * * * * * * * * * * * * * * * * * *** ** Permit Fee S Total Fee Now Due $ See Reverse side -* r�- Master Permit No.p y — , 4 Mechanic Roo: City f 87 rg . r�lAIe‹. State A . Zip Qualifier Name e . pi 4 37 Y Phone State Certificate or Registration No. C. I C. O A 3 / Certificate of Competency No. e'G 45d sY Architect/Engineer's Name (if applicable) 0 A eo T�G7c i l Phone # t(sg3 Square / Linear Footage Of Work: Type of Work: ®Addition QAlteration ❑New ❑ R�epair/Replace 0 Demolftion Describe Work: ,/iJ <ArJ i 'T'q '' , rV %s AvATEZ S ' ? "e1 , G'1Z s 23A7//?,t- ,t1 N) LA-4/ /..44 7& a n , .,4Z S O i/1/ ,v e /Z S rave . /1/"b CO /CC Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Age -�� The foregoing instrument was acknowledged before me thispi' day of,20 by who is person l�known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) `. .:.= MYCOMMISSION # DD186986 EXPIRES fit . 7 June 22 2007 ';jiF . ..d:' . BONDED THRU TROY FAIN INSURANCE, INC The foregoing i i strument was acknowledged before me this c:= day of a , 2O , by Sign: Print: �a My Commissi$ri • r . friguez A N.Y COMMI ' ION # DD186986 EXP'"" une 22, 2007 • Xp•re B S ONDED THRU TROY FAIN INSURANCE, IP. Plans Examiner Engineer Zoning ITEM U UNIT F FEE I ITEI( U UNIT F FEE I ITEM U UNIT F FEE IIDET / / L LIGHT OUTLETS - CENTRAL HEAT IFu - - 3ISHWASHER R RECEPTACLES A A/C (WIND) ) I SAL S SERVICE TEMPORARY A A/C (CENTRAL) )RIUKIIG FOUNTAIN S SERVICE SIZE IN AJPS D DUCT WORK FLOOR DRAI S SERVICE REPAIR/WIER CHANGE R REFRIGERATION GREASE TRAP A APPLIANCE OUTLETS P PROCESS AND PRESS PIPING INTERCEPTOR R RANGE TOP U UNDERGROUND TANKS LAVATORY O OVEN A ABOVE GROUND TANKS LAUNDRY TRAY / / W WATER HEATER U U.F. PRESSURE VESSELS CLOTHES WASHER / / M MJTCRS 0- 1 FP S STEAM BOILERS SHOWER D D2 M M]TCRS OVER 1- 3 FP H HOT WATER BOILERS SINK, POT /3 COMP. I IATCRS OVER 3- 5 FP M MECHANICAL VENTILATION SINK, RESIDENCE / / M MJTCRS OVER 5- 8 FP T TRANSPORTING ASSEMBLIES SINK, SLOP M MJTCRS OVER 8- 10 FP E ELEVATORS/ESCALATORS TEMPORARY WATER CLOSET M MJTCRS OVER 10- 25 FP F FIRE SPRINKLER SYSTEMS URINAL M MJTCRS OVER 25-100 FP C COOLING TOWERS WATER CLOSET : :3 M MJTCRS OVER 100 FP V VIOLATION INDIRECT WASTES A A/C W INDOW R RE(NSI?ECTJON WATER SLPPLY TO: ,41).(.); 7, 2 , / / A AIR DONDITIONERS A/C UNIT ' ' STRIP HEATER F IRE SPRINKLER G GENERATORS TRANSFORMERS HEATER -NEW INST. / / G GENERATORS ' TRANSFORMERS _ _ HEATER- REPLACE 1 1 G GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL S SPECIAL PURPOSE SW 14 I NG POOL O OUTLETS COhf,IERC I AL WATER SERVICE / / S SIGN TUBES EWER CONNECTIONS / / , ,•.SIGN T TRANSFORMERS TILITY -SEWER S SIGN TI1€ CLOCK -WATER F FIXTLRES EPTIC TANK A ANTENNA AY T TELEVISION CUTLETS RAINFIELD, 4' TILE/RES. 1 1 V VIOLATION & ABANDON SEPTIC TANK R RE I FSPECT ION S R 0 'AN ATPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS B. OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS.) PLUMBING L ,vErLSYo.Z Gir-s ELECTRICAL 1 MECHANICAL ,rROM !DAMP IN FAX ND. .3052567847 Mar, 1. 2005 12:44PM Permit Type (circle): Building - Electrical Ts Building Historic illy Dakotas! YES NO $ Value et Werk Far this Pernik �i b b D Total Fee Nvw Doe S (Outlined cm a ppedae dds) Miami Shores Village • Building Department / OSO N.E?ad Avenue. , „ . ' `. , . ' arida 33138 T BUILDING SAY i 8 2e PERIVITT APPLICATIO ; f FBC 2001 �: �.�. - Jab Address (where the aadcisbetegdome) 309 N_ 9 9 Street Zip 33138 Phme # City Skeet Wane Catty Muni -Dade Tp 33138 AUG i a PAID Mar. 02 2005 05:50PM P2 No. 00 14 P. 2/3 Permit No. ft 6J -'U r Psrtoit No. BPO4 -1674 Meclanical Roofing Ow aer' s Nano gee Sia1p1cTrt1eholder X�cmi,th&c iy �)ihen a05- 9 - Owner's Address 309 NE 99 Street City Miami Shores State Florida TeaaadLraeeNsme N/A Contractor's CompatryName JC Plumbing Servicl8 _ Mae# 305 Contractor's *Adams 3390 Mystic Pointe Dr Suite .SQj City Miami State Fl nr i da. Z4p 33180 Qualifier Arddreetfilogineer's Name (ifappliabls) 3CD Arc hi f acts, Tne_ Pboae #.1()3 - 285 - 4343_ SgsareFestape OfWork: Type 'Mork: EAddittcD OAlteretiee [thew 0 Repair/Rephce ❑ bemoliticn DeettTe Weir P %-\ i 4-c-) /'Y-1C )1f). .. s...,. ..flre**+rtssta * * ** ***** * *e** Submittal Fes $. l r ?matt lie $ �7 Mary # Fine S Tedutelogy Fee $ ((7. 1 !i . Seaming $ Bs $ Bad $ Cede Eaforeeme t $ Structural Phut Revkw. $ FROM :MANUEL PAMPIN Mar. 1. 2005 12:44PM Bonding Company's Name (if applicable) N/A Bonding Company's Addram City Stine Mortgage Lender's Name (ifapplicable) NIA Mortgage Lox's Address - _ City Application is hereby made to obtain a rand to do the name aid Installations as indicated. I certify that no watt err installation has commenced Friar to the immix of 'a permit and that all wank will be performed to mast the standards of all laws regulating construction in this joris caoo. I understand that ',mate permit mut be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, BEATERS, TANKS and AIk CONDITIONERS, ETC • OWNER'S AFFIDAVIT: I cQtiPjthat all the teeming information is accurate and that all wodt wlll be done in compliance with all applicable laws regulating omsmmotian sod zoning "WARNING TO OWNER: YOUR YA LU= TO RECORD A NOTICE OF COMAIRICTMENT MAY RESULT IN YOUR PAYING TWIN FOR IMFROVItIlttt$NTS TO YOUR PROPERTY. IF YOU . TEND TO OtitTAIN FYNANaNG, CONSULT WITS YOUR LENDER OR AN ATTORNY BEFORE RECORDING YOUR NOTICE OF Notice to *pica#. As a condition to the issuance of a bisecting permit Kith an esthong dvalve =calm woo, the applicant m ut promise hb hood jbM that o copy of the notice of COMMenCellelfir and construction !em law bro:latte will be deMersd to the person 'siting property is. *OW W Afro, a certified d copy of tulle recorded notice of coormenownent swat be pasted al the job site for the first h ( dote after the pewit is issued In the absence • • ted notice: the inspection % llnor : ,,'v;:J' fee will be chore& The fearing buitiltma.d was edmoevIedged before mew ` day of , 2015, by \oN? 4"\ S \ , who iipenandlykINWn tAms Or who has produced TILL. S 530 8 QS 632a 1OAs ideeti5aatim chid wbo did take an oath. NOTAR ): G titsrpua twig, Print My Coaamisuva Baphrea>; r w * ** ****it**** seek *+'r *siKfsr ***K /e* *ifts4f4Ada *A.a:K**sssNia,r (Certificate of Conpetcney Solder) State Certificate or Regiatntdce No. Certificate of Canpde c<y No. s** *»*ss*s*as* APPLICATION APPROVED BY: GIs t.r14W . FAX NO. : 3052567847 Mar. 02 2005 05:50PM P1 No. U014 P. 3/3 slummy f t: ANGELINA VISBAL aQ;, r) D 118913r XP1 RES: February 4. 2006 Service & Bonding, Inc The Rreloing " was aclmawledged bckwe me this day of . 20 C#y / ^f who is pirsonally lawn tome a wbo ba produced F—C hlY4L- Mr L� 2S/ Z Y as identification and who did tats a an oath_ lso N Ana M. Baez e ******* 1 ** 0 t N***.*iiq** ********ss * * *t******t *rMq!9..** 41 ! 7 _0 Plana Examiner Engineer Zoning D240542 2007 _ _ shower pan /� i /-1 / 1.\ ✓ V 6 Ins for C mments I Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: INSP -8852 Inspection Date: 08/24/2006 Inspector: Levrack, James Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: ALL CLOGBUSTERS OF BROWARD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AUG 2 5 EC TI Permit Type: Plumbing - Residential Inspection Type: Plumbing Work Classification: Addition /Alteration Block: 01 Permit Number: PL2005 -158 Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 490 -4926 Wednesday, August 23, 2006 Page 2 of 2 /0 5.° it-- 91( / et- Passed Inspect C m ents Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/18/2006 Inspector: Levrack, James Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: ALL CLOGBUSTERS OF BROWARD Building Department Comments Wednesday, May 17, 2006 Miami Shores Village, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Plumbing - Residential Inspection Type: Underground Rough Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 490 -4926 Page 2 of 2 Inspection Number: INSP -22227 Permit Number: PL -7 -06 -1871 Inspection Date: 12/01/2006 Inspector: Levrack, James Owner: Job Address: Project: <NONE> MUTTER, CARRIE 309 99 Street NE Miami Shores Village, FL 33138- QEG p5"" Contractor: SUBURBAN PROPANE Building Department Comments Thursday, November 30, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL�A� � Phone: (305)795 -2204 Fax: (305)756 -8972 I Block: Permit Type: Plumbing - Residential Inspection Type: Rough Work Classification: Gas Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 891 -8393 Page 2 of 2 Passed L sp: c or Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -22227 Permit Number: PL -7 -06 -1871 Inspection Date: 12/01/2006 Inspector: Levrack, James Owner: Job Address: Project: <NONE> MUTTER, CARRIE 309 99 Street NE Miami Shores Village, FL 33138- QEG p5"" Contractor: SUBURBAN PROPANE Building Department Comments Thursday, November 30, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL�A� � Phone: (305)795 -2204 Fax: (305)756 -8972 I Block: Permit Type: Plumbing - Residential Inspection Type: Rough Work Classification: Gas Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 891 -8393 Page 2 of 2 Inspection Number: INSP -22226 Permit Number: PL -7 -06 -1871 Inspection Date: 12/07/2006 Inspector: Levrack, James Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: SUBURBAN PROPANE Building Deaartment Comments Wednesday, December 6, 2006 Inspection Worksheet Miami Shores Village �. (i" 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 891 -8393 Page 2 of 2 DEC 0 8 '''I! Passed Insp to omments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -22226 Permit Number: PL -7 -06 -1871 Inspection Date: 12/07/2006 Inspector: Levrack, James Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: SUBURBAN PROPANE Building Deaartment Comments Wednesday, December 6, 2006 Inspection Worksheet Miami Shores Village �. (i" 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Gas Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 891 -8393 Page 2 of 2 Issue Date: 2/3/2006 Owner's Name: CARRIE MUTTER Permit Type: Electrical - Residential Work Classification: Addition /Alteration Job Address: 309 99 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 02/18/2007 Contractor(s) Phone JES ELECTRIC, INC 305 - 218 -9492 Primary Contractor Yes Comments: ELECTRICAL WORK FOR NEW ADDITION Additional Information Type of Work: ADDITION 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: EL2005 -160 Phone: (305)790 -1480 1132060135490 Lot: PB: Total Square Feet: 0 Total Valuation: $ 2,700.00 Required Inspections Alteration Rough W W Service Change Meter Box Underground Rough Relocation Final Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $1.80 $0.60 $510.00 $3.00 $12.75 $528.15 Invoice Number EL - 2 - 06 - 23749 Total: SEP 0 1 PAID C-t( lbk sl Amt Due $528.15 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additinnal 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 . \ Ra.py <dQ ........................ ........................ ........................ ................ Inspection Date: 09/13/2006 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: JES ELECTRIC, INC Building Department Comments Tuesday, September 12, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 1 5 REC'0 o(A-\(13 Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 218 -9492 Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid . Inspector Comments 1,44/7/ Page 2 of 2 Inspection Number: INSP -8832 Inspection Date: 09/05/2006 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: JES ELECTRIC, INC Building Department Comments Wednesday, September 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 8 RECD Block: V2sb414 Permit Number: EL2005 -160 Permit Type: Electrical - Residential Inspection Type: W W Work Classification: Addition /Alteration Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 218 -9492 Page 1 of 2 Passed Rr Inspector Comments 9 Zi � "' 'G r Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -8832 Inspection Date: 09/05/2006 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: JES ELECTRIC, INC Building Department Comments Wednesday, September 6, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 0 8 RECD Block: V2sb414 Permit Number: EL2005 -160 Permit Type: Electrical - Residential Inspection Type: W W Work Classification: Addition /Alteration Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 218 -9492 Page 1 of 2 Date Friday, September 1, 2006 09/01/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: EL2005 -160 Invoice Number: EL -2 -06 -23749 Applicant: CARRIE MUTTER Company Name: Owner Address: Job Address: 309 99 Street NE Miami Shores Village, FL Payment Type Check Number 16151 Amount $528.15 Change $0.00 Total Payment: $528.15 Page 1 of 1 BUILDING ovn Permit No (0 5 CO 0 PERMIT APPLICATION al AV6 3 1 1 6 Nast er Permit No FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address ty %� City /r/(Alt-el State Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Villag County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Narnei ' 5 Contractor's ddre ,i�!y� s Architect/Engineer's Name (if applicable) Structural Review. $ Miami Shores village Building Department 10050 N.E.2nd Avenue, Miarni Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 _/' �t Plumbing Mechanical Roofing ij) Phone # ? 90 �" 7�t.�' / 0 Zip NO City ��'�l� fate _ Qualifier Name deL State Certificate or Registration Note--,/-00.016/40 of Competency No. Value of Work For this Permit $ Square / Linea Footage Of W+ rk: Type of Work: 'Addition DAlteration ❑New 0 Repair ace /+ 0 Demolition Describe Work: j ° ! axle" ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * *** * * * * * * * * * *, * ** ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zone $ Bond $ Code Enforcement $ Double Fee $ • Phone # ,_ Phone # 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 /6' / / Owner or Agent The fore oing ins i T ment was acj »'ledged before me th day o iv , 20 ', by fr who is pe : • nally known to me or who has roduced NOTARY PUBLIC: Sign: Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * ** * * ** APPLICATION APPROVED BY: (Revised 02/08/06) As identification and who did take an oath. _° : `` : :. :°:ei ` EVA DE LA MARTEN. SCOTT. - DD 219168 EXPIRES::':. rpit , 2007 Bordod That BudgEt Notary Setvices Signature nally known' to me or °o has produced as identification and who did take an oath. , `;`Y•` °B< EVA DE LA MARTEN SCOTT MY COMMISSION N DD 2191G8 g EXPIRES: August 31, 2007 Bonded Thru Badges Notary Services NOTARY PUBLIC: Sign: Print: My Commission Expires: * ** ************************ * * * * * * * * ** * * * * * * * * * * * * * * *,F * * ** Contractor ent was acknowl : ged before ? hi 20 by * ** * * * * * * * * * * * * ** Plans Examiner Engineer Zoning Owner's Name (Fee Simple Titleholder) //A'eor /7 Owner' Address Tenant/Lessee Name Describe Work: Signature Miami shores village tsuitaing Lepanment lagmETTLI 0 . La AUG 2 8 2006 BY. City /L1 4/,VC State Job Address (of where the work is being done) City /� an/ County `1CL Zip Legal Description Contractor's Company Name k -S /Cf , Die—/C3 Phone # Contractor' Ad 7 s � / !() 4"U City State / Zip 3.3(1 Qualifier / I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. P °� ,.... EVA DEU /WEN SCOTT • . * MYCOMMLSIONADD219168 EXPIRES: August 31, 2007 N ro e Bonded Thru Budget Notary Swims Contractor , se TV 'Owner or Agent ent was acknowledged before me this The foregoing instrument was acknowledged before me The fo oing instru this day of who is person y known to me or who has produced who is per enaily known to me or who has produced as identification and who did take an oath. (ta b day o As identification and who did take an oath. NOTARY P Sign: Print: My Commission Expires: Rev. 09/19/03} * Change c` Contractor Permit No. CL 66 -at, t -6v 1 ` I Phone # Zip /410 Signature NOTARY P firl. ... cif/ Sign: Print: Phone # '+TTEN scar My Commission expires: * tiQpnh►w.. 00219168 EXPIRES: t 31, 2007 ?( 5O 7 ° frEOF 73.00 2 00 by ,e,m MY COMMISSION 9. 00210181 *$eaded:'4he141 $ 4laArktiMP* * ** * * * * * * * * * * * * * * * * * * * * *lh * 'XP1RE8" i9tl91gtta*li* 09 WSW Ttw 51149et Niduy WINS Vkh wc,.\\ (A) . E��� k Passed Inspector Comments G,4---,`4 _ pi? ee ee / / c i C.1 .-- Y ke ‘ecZ I' 9 rAiA 7- l-t free Y'r �,, 9 GA 4_...- 1 Y ce(6�eP^ r /-/ re/A \ - L ,J - y. Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 07/06/2006 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: KENCO ELECTRIC INC Building Department Comments Wednesday, July 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 a�1L 0 6 2006 Block: Permit Type: Electrical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 954 -427 -3367 Page 1 of 2 . 1. 2005 12:42PM BUILDING PERMIT APPLICATION EBC 2001 Permit Type (circle): Building Owner's Najxie (Fee Simple Titleholder) ' Owrea'sAddress 309 NE 99 Street City Miami. Shores State Florida Tenant/LesseeName N/A $ Value of Work For this Perm i Type of Work: atAddition Describe Work: Miami Shores Village Building Department (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Job Address (where the work is being done) 3 0 9 N . E . 9 9 S t.p P t• City Miami Shores Village County Miami -Dade Zip 33138 Is Build og I:Estoricaly Designated YES NO • Contractor's Company Name Kenco Electric Contractcf's,Address 49 Lyons Tech o City Coconut Creek State Florida Qualifier Arebitect /F,ngineer's Name (if applicable) JCD Architects, Tag_ Phone# 305 - 285 -4343 ► 7a d RE "V1 47% MAY i82e2S []Alteration :New Permit Fee $ g- /Di ore" Submittal Fee $ Notary S ' Training/Education Fee $ Scanning S Radon $ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) Permit No. LOS — ► (L? ster Permit No. BP0 4 -1674 Plumbing Mechanical. Roofing Smith& . riP aui t tlafne # 305 - 919 - 7761 ZIP 33,13.L Phone # Phone# 954 - 427 -3367 •• Square Footage Of Work: k Jt • ZP3 Q13 ***** ***** ******* * ** CCF 5 c Technology Fee $ \ J J • Bond 5 No. 0013 P. 2/3 ❑ Rspair/Rrplace 0 Demolition Structural Plan Review. $ AUG 18 PAID ""1V r. 1. 2005 12:42PM No. 0013 P. 3/3 Bonding Company's Name (if applicable) Bonding Company's Address City State N/A ZiP Mortgage Lender's Name (if applicable) N /A 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 perfacmed 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 .. the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to f t: Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection w ' seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before roe this 7 day of /lc7��Gc,201 5 / j //. - 5 --)1 f 1l who is personate known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Erpires:' G Chc 1(V14/03 ** ****** * * ***** * ***** ** t* APPLICATION APPROVED BY: DIEGO SARMIENTO MY COMMISSION* DD 190635 EXPIRES: March 6, 2007 Banded Thru Notary Public Underwriters State Certificate or Registration No. E K t Z f' 6 Signatur ps.t �i2i�/ ‘7 Contractor The foregoing instrument was acknowledged before me fins v2 day of /) /Cc(GI■, 20 by Cenllt L, caslffortao 7 me or who has produced as identification and who,did take an oath. NOTARY P Sign: a Print: , • ,uunp, My Commission "�� t o r . R1Q ^ Notary Public - State of Florida 14,Cassralagmbreigek. 2008 ? % Commission # DD 316971 ......... Bonded By National Notary Assn Certificate of Competency No ZrA" * * ******** * * ***** (CerliScate of Competency Holder) ** ******** / f - /S/G , V et.,i Plans Examiner Engineer Zoning Inspection Number: INSP -8835 Permit Number: EL2005 -160 Inspection Date: 0812212006 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Monday, August 21, 2006 Miami Shores Village, FL Contractor: KENCO ELECTRIC INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AU6 2 3 RECD Permit Type: Electrical - Residential Inspection Typed. Work Classification • ddit on/ Ite ation *Ai • Phone Number (305)790 -1480 Parcel Number 1132060135490 Block: Lot: Phone: 954 -427 -3367 Page 2 of 2 Passed Inspector Comments ' , 7 D rG'/.,-z ev/2--- //,- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -8835 Permit Number: EL2005 -160 Inspection Date: 0812212006 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Monday, August 21, 2006 Miami Shores Village, FL Contractor: KENCO ELECTRIC INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AU6 2 3 RECD Permit Type: Electrical - Residential Inspection Typed. Work Classification • ddit on/ Ite ation *Ai • Phone Number (305)790 -1480 Parcel Number 1132060135490 Block: Lot: Phone: 954 -427 -3367 Page 2 of 2 Inspection Date: 01/11/2007 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JES ELECTRIC, INC Building Department Comments Wednesday, January 10, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Inspection Number: INSP -26718 Permit Number: EL -9 -06 -2332 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 218 -9492 Page 1 of 2 JAN 2210 Passed Inspector Comments � /7 7 ; - � o y, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/11/2007 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: JES ELECTRIC, INC Building Department Comments Wednesday, January 10, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Inspection Number: INSP -26718 Permit Number: EL -9 -06 -2332 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 218 -9492 Page 1 of 2 Project: <NONE> Inspection Date: 09/14/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Contractor: JES ELECTRIC, INC Building Department Comments Wednesday, December 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 • • • • ' • ' • ' • • • • • • • • •••••••••••• •••••••••••• DEC 1 5 20116 Block: j iii..:.....i...:* ''''''' •:••••::::.:. ''' ....,:.•:;:. ''' •:• '' ........• ''' •:. ''' •:. ''' ••.• '''' .:. :•:•.. •,•:•:,•:•:•:•:•:•:::•:•:•:::::::•:•:•:•:•..:•:•:::::::::•:•:•:.::::::•:•:•:::•:•:.]:::::::.:.•,....•.•.:::•;•:•:•:•:••,•:•:::::::.! Permit Type: Electrical - Residential Inspection Type: Final Work Classification: New Phone Number (305)790-1480 Parcel Number 1132060135490 Lot: Phone: 305-218-9492 Page 1 of 2 Passed Inspector Comments Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Project: <NONE> Inspection Date: 09/14/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Contractor: JES ELECTRIC, INC Building Department Comments Wednesday, December 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 • • • • ' • ' • ' • • • • • • • • •••••••••••• •••••••••••• DEC 1 5 20116 Block: j iii..:.....i...:* ''''''' •:••••::::.:. ''' ....,:.•:;:. ''' •:• '' ........• ''' •:. ''' •:. ''' ••.• '''' .:. :•:•.. •,•:•:,•:•:•:•:•:•:::•:•:•:::::::•:•:•:•:•..:•:•:::::::::•:•:•:.::::::•:•:•:::•:•:.]:::::::.:.•,....•.•.:::•;•:•:•:•:••,•:•:::::::.! Permit Type: Electrical - Residential Inspection Type: Final Work Classification: New Phone Number (305)790-1480 Parcel Number 1132060135490 Lot: Phone: 305-218-9492 Page 1 of 2 nsP ct ......... Inspection Date: 09/14/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: JES ELECTRIC, INC Building Department Comments Wednesday, December 13, 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: Electrical - Residential Inspection Type: Final Work Classification: New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 218 -9492 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until nsP ct ......... Inspection Date: 09/14/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: JES ELECTRIC, INC Building Department Comments Wednesday, December 13, 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: Electrical - Residential Inspection Type: Final Work Classification: New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 218 -9492 Page 2 of 2 Inspection Number: INSP -8833 Permit Number: EL2005 -160 Inspection Date: 12/14/2006 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: JES ELECTRIC, INC Building Department Comments Wednesday, December 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 D i 5 2006 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305- 218 -9492 Page 1 of 2 Passed Inspector Comments gi, c 0/ e9,,,, Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -8833 Permit Number: EL2005 -160 Inspection Date: 12/14/2006 Inspector: Devaney, Michael Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: JES ELECTRIC, INC Building Department Comments Wednesday, December 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 D i 5 2006 Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305- 218 -9492 Page 1 of 2 Inspection History Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 EL2005 -160 Electrical - Residential Project: Owner: Phone: <NONE> CARRIE MUTTER (305)790 -1480 Job Address: 309 99 Street NE Parcel: Miami Shores Village, FL Block: 1132060135490 Lot: Scheduled Insp # 01/01/2999 INSP -8836 01/01/2999 INSP -8834 Meter Box 01/01/2999 INSP -8830 Alteration 07/06/2006 INSP -8831 Rough Partially Approved FRONT WALL LIGHTS NEED ROUND MD RINGS TAHT WILL ACCEPT FIXTURE 08/22/2006 INSP -8835 FOOTER GROUND OK 09/05/2006 INSP -8832 W W ALARM PRE -WIRE OK LOW VOLTAGE OK ROUGH OK 12/14/2006 INSP -8833 Final Wednesday, December 13, 2006 Inspection Type Relocation Underground Rough Inspection Status None None None APPROVED APPROVED 09/11/2006 INSP -26409 Rough Partially Approved GROUND FLOOR ROUGH OK NEEDS CANS, TELEPHONE, DATA, AND ALARM PERMITS 09/13/2006 INSP -8837 Rough APPROVED Pending Inspection Inspector Date Completed Default Inspector Not Complete Default Inspector Not Complete Default Inspector Not Complete Michael Devaney 9/8/2006 8/32 SCREWS TP SUPPORT Michael Devaney 8/22/2006 Michael Devaney 9/5/2006 Michael Devaney 9/11/2006 Michael Devaney 9/14/2006 Page 1 of 1 Michael Devaney Not Complete Issue Date: 12/13/2006 Owner's Name: CARRIE MUTTER Permit Type: Mechanical - Residential Work Classification: New Job Address: 309 99 Street NE Additional Information Miami Shores Village, FL 33138 Fees Due Amount CCF $4.80 Education Surcharge $1.60 Notary Fee $5.00 Permit Fee - Additions /Alterations $175.00 Scanning Fee $3.00 Technology Fee $4.37 Total: $193.77 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 06/11/2007 Contractor(s) Phone UNIVERSAL AIR CONDITIONING C( 305 - 822 -9210 Yes Primary Contractor Tons: Classification: Residential Additional Info: 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. Permit Status: APPROVED Permit Number: MC - - - 2992 Phone: (305)790 -1480 Parcel #: 1132060135490 Block: Lot: Section: PB: Total Square Feet: 0 Total Valuation: $ 8,000.00 Required Inspections Rough Rough Duct Ventilation Smoke Test Hood Smoke Det Test Final Invoice Number MC - 12 - 06 - 27011 Total: Amt Due $193.77 Amt Paid NOTICE: In'. �Q i� restrictions �• • •I�rt 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 . ' ments of this permit, there may be additional 0 Miami Shores Village Building Department 10050 N.E. nd Avenue, Miami Shores, Florida 33138 Tel Tel: 30119a k, r w .$972 BUILDING JUL 3 1 PERMIT APPLICATION Permit Type (circle): Building Electrical FBC 2004 BY: P1 tubing Roofing Owner's Name (Fee Simple Titleholder) f t 1 t■ S h�. t j �] Phone # �.a Owner's Address C' 9 r City / 'A..c State Zip Tenant/Lessee Name Phone # Permit No. r Pernik No. e P ot-I � ^ Job Address (where the work is being done) 3 /V' - ! Q sr City i`1. -Sk Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name �^/ f"G 5,4 [, 4 '1'L Phone # 3 ) S 2 2. 9 2 / Contractor's Address - 7 2. 2 f /✓/- w S" Co ST City ftec' t ' State r- Ce,49 Zip ZJ / Co Qualifier Name t . - 3 - / 4 V t - S , C4.47,) Phone # ) 0,r^ JP,e 7 s' 7 State Certificate or Registration No. C."9" Co S" Co 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: A i 2piassi DAlteration Jwf ! 4.4 Training/Education Fee $ Radon $ Bond $ Code Enforcement $ Structural Review. $ Phone # Square / Linear Footage Of Work: DPBR $ Double Fee $ 0 Repair d replace Total Fee Now Due $ See Reverse side -, 0 Demolition Submittal Fee $ Permit Fee $ 7 c610 CCF $ -- CO /CC Notary $ Scanning $ cJ'� Technology Fee $ 4. Zoning $ 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of co encement must be posted at the joh site for the first inspection which occurs seven (7) days after the building permit is issued. /n the absence of suc4 posted notice, the inspection will not be approved and a reinspection fee will be charged Signature Signature Owner or Agent }} The foregoing instrument was acknowledged before me this The foregoing i strument was acknowledged before me this 3 day of , 20 , by day of () l 20 b l V ule 0. who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identif *i anNLdttt7di$/l$Ir oath. NOTARY PUBLIC: NOTARY ' 1 B 1 I C : ; :' Exp hi ) 3 , m 67 tloThn. doriFiCpnn :Tic Sign: Sign: Print: Print: Contra to ,z My Commission Expires: ******************************************************************,************ * * * * * * * * * * * * * * * *'I * * * * * * * * * * * *-k APPLICATION APPROVED BY: (Revised 02/08/06) My Co ission Expires: • Plans Examiner Engineer Zoning Issue Date: 2/3/2006 Owner's Name: CARRIE MUTTER Permit Type: Mechanical - Residential Work Classification: Addition /Alteration Job Address: 309 99 Street NE Miami Shores Village, FL Contractor(s) Phone UNIVERSAL AIR & HEAT 954/581 -7110 Primary Contractor Yes Comments: A/C MECHANICAL WORK FOR ADDITION Additional Information Tons: 6 TON Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee - Additions /Alterations Scanning Fee Technology Fee Total: Amount $5.40 $1.80 $315.00 $3.00 $7.87 $333.07 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12/22/2006 Invoice Number MC - 2 - 06 - 23750 Total: Parcel #: Block: Section: Amt Due $333.07 U(z4bz AU6 2 2 PND Permit Status: APPROVED Permit Number: MC2005 -67 Phone: (305)790 -1400 1132060135490 Lot: PB: Total Square Feet: 0 Total Valuation: $ 9,000.00 Required Inspections Rough Rough Duct Ventilation Smoke Test Hood Smoke Det Test Final 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. BUILDING ZeMEIMI Permit No, ht C510 PERMIT APPLICATT ! > SEP 0 7 2006 N Master Permit No. " FBC 2004 Y: : . Permit Type (circle): Building Electrical Plumbing Cieekani c Roo a f g Owner's Name (Fee Simple Titleholder) ale SitiArrm . Owner's Address 3Vq kIe r .57- City J t,,,, t,.e (S'JD State Zip 33/ Tenant/Lessee Name Phone # Job Address (where the work is being done) 30' i)P gity rr City Miami Shores Villag County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name / 5 ,1' ,_ -( ( CO j Phone # - 7 4 J Contractor's Address / ? 3' /+ City Al M /3 State FL, Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Ni G } AP-ci-f-rreiTS Describe Work: Submittal Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Miami Shores Village • Building Department 10050 N.E.2ad Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Fee DPBR $ Phone # Phone # ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * ** 300 Value of Work For this Permit $ 6; (O 1Z Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration ❑New Q Repo' lace ❑ Demo CCF $ CO /CC Technolog Fee $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Revers 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 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 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 as identification and who did take an oath. who is personally known to me or who has produced NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) As identification and who did take an oath. NOTARY PUBLIC: JP 4// Plans Examiner Engineer Zoning BUILDING PERMIT APPLICATIO FBC 2001 Tenant/Lessee Name N / A Is Building Historically Designated YES NO Contractor's Address 1 1 031 N. W. 6 2 Court City Miami • $ Value of Work For this Permit Total Fee Now Due $ (Continued on opposite side) Miami Shores Village Building De artment nor I wi 10050 22 1 P . (3 MAY i 8 2995 Permit Type (circle): Building Electrical Plumbing Owner's Name (Fee Simple Titleholder)Timothy Smith &Carie Mutt pne# Owner's Address 309 NE 99 Street City Miami Shores State Florida Zip 33138 Job Address (where the work is being done) 309 N . E. 99 Street City Miami Shores Village County Miami -Dade Zip 33138 Contractor's Company Name Universal Air Conditioning Phone# 305-822-9210 State Flori da Qualifier Architect /Engineer's Name (if applicable) JCD Architects, Inc. Phone# 305- 285 - 4343 Type of Work: [Addition ['Alteration Describe Work: ❑New Ao§/ AUG 1 8 PAID es, Florida 33138 ) 756.8972 Master Permit No. BP 0 4 — 6 7 4 Phone # Permit No. 1 67 305 - 919 -7761 Zip 33012 Square Footage Of Work: ❑ Repair/Replace ❑ Demolition * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Fee $ acv CCF $ Submittal Fee $ Notary $ Training/Education Fee $ t Technology Fee $ Scanning $ Radon $ Bond $ Code Enforcement $ Structural Plan Review. $ Roofing Bonding Company's Name (if applicable) N /A Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N / A 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 atta hmen , Also, a certified copy of the recorded notice of commencement st be posted at the job site for the first inspection whi occurs en (7) days after the building permit is iss ed. In the absen of such posted notice, the Signature Chc 10/14/03 inspection will not be . • o a inspection fee will be charged er or Age t The foregoing instrument was acknowledged before me this day of M arl, , 20 05, by / ; v7 - Ley S--, who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: (- - , ,,m.c .f :6 r•� .; MY COMMISSION # DD 190635 My Commission Expires: )3 • . � `" ���;: EXPIRES: March 6, 2007 .' ;' sanded mru Naa S * * * * * * * * * * * * * * * * * * * * * * * * * ** State Certificate or Registration No. ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * ** * * ** * * # ** * * * ** * *.r++ * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Signature C . The foregoing instrument was acknowledged before me this g day of ('1 me L , 201 , by 0 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: (Certificate of Competency Holder) Sign: c _ • ar * * * * * * * * * * * * * * * * * * * * * * * * ** - VFW .0 Print: • J r e s� My Commission Expires: 0 Certificate of Competency No. .* DIEGO SARMIENTO • 190635 EXPIRES: March 6, 2007 Baiaea mru Hoary PibNc Und•n•rit•r• r / , Plans Examiner Engineer Zoning Date Tuesday, August 22, 2006 08/22/2006 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: MC2005 -67 Invoice Number: MC -2 -06 -23750 Applicant: CARRIE MUTTER Company Name: Owner Address: Job Address: 309 99 Street NE Miami Shores Village, FL Payment Type Check Number 12462 Amount $333.07 Change $0.00 Total Payment: $333.07 Page 1 of 1 Dec. 12. 2006 2:34PM No. 1547 P. 1 TO: NAME: Claudio Grande FIRM: Miami Shores Village RE: Mechanical Permit # MC 06 -67 FAX NO.: 305.756.8972 FROM: Timothy Smith cor,trec'Ctno ^„orp WE ARE TRANSMITTING 02 PAGE (5) INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL OF THE PAGES LISTED, PLEASE NOTIFY US IMMEDIATELY. THANK YOU. DATE: Tuesday, December 12, 2006 TIME: 1:25 PM Claudio; Per out conversation today I thought I would write up a recap of what transpired for your records. If you would like me to come bock in please do not hesitate to call me: 305.790.1400 Thanks again for all your help. 16623 N.E. 19 Avenue 4. Miami • Florida 33162 P. Phone: (305) 919 -7761 + Facsimile: (305) 919 -7731 Dec. 12. 2006 2:34PM 8/28/6 Jan Pierre inspects rough ductwork including dryer vent and BQ hood. He fails inspection because there is foam around the dryer vent and the BQ duct. He also asks us to revise the plans to reflect the BQ ductwork. Please refer to attach report dated 8/28/6 by Jan Pierre. 9/7/6 We summit revised mechanical plan. 9/11 /6 Jan Pierre approves plan. 9/18/6 No. 1547 P. 2 He re- inspects ductwork. We removed the foam and replaced it with concrete at the dryer and BO ductwork. He gives a partial and says we can hang drywall but we need to revise the plans again to remove the bathroom exhaust and also tells us we need to rotate the BQ exhaust fan 90 degrees. Please refer to attach report dated 9/18/6 by Jan Pierre. 12/11/6 At this time he says he cannot sign off final (only Claudio can) because when we called for the rough duct we did not specify the BQ at the same time (even though he inspected it). He says it is a technicality that we should have had two inspections that day. (Catch 22' Job Address (where the work is being done) Qualifier Name Value of Work For this Permit $ Describe Work: * * * * * * * * * * * * * * * * * * * * * * * * ** Miami Shores Village Buildi. ?e 10050 Mg?". Tel: (3'0` BUILD G Permit No. Mt'. CS-to-1 PERMIT APPLICATI t' SEP 0 7 206 Master Permit No. DC f. FBC 2004 B Y: !ac ,t - - - -- EIVIechani;) Permit Type (circle): Building Electrical _ _ Plumbing Roofing Owner's Name (Fee Simple Titleholder) 4A-12_le S/t,Ln:1I Phone # 1133 Owner's Address 31,e7 k , Cit M(4.Au - S{of4--c State F - Zip 330S' Tenant/Lessee Name Phone # 3o1 ioF eig (fl City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO 'V Contractor's Company Name s GTjv3 jA) & C p Phone # 2 r- '/ - 7 `7 ( Contractor's Address / k1, ?, .. N� f'7 MA-e....., ,I 9J City /i M 13 State 7 L. _ Zip 33/ (.-Z. Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) '3 C U A -fl-re--.Ts Phone # 6 6,00 Geb Submittal Fee $ Permit Notary $ Training/Educa Scanning $ Radon $ Bond $ Code Enforcement $ Square / Linear Footage Of Work: Type of Work: ['Addition ❑Alteration ['New P Repair/Replace [' Demolition Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side —* r \N -e— " 6 ( use tS Inspector Comments VD OY\- q24 2_, r- tt ik, Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 12/05/2006 Inspector: Perez, JanPierre Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: UNIVERSAL AIR & HEAT Building Department Comments Monday, December 4, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 DEC 1 1 E11111 Block: Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 954/581 -7110 Page 2 of 2 Inspection Date: 11/29/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: UNIVERSAL AIR & HEAT Building Department Comments Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL' Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 954/581 -7110 \0 c56 L -c Tuesday, November 28, 2006 Page 1 of 2 REFRIGERATION LINES Passed Inspector Comments .r \l i r C.)(\i..A r/ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 05/24/2006 Inspector: Perez, JanPierre Permit Type: Mechanical - Residential Inspection Type: Rough Owner: MUTTER, CARRIE Work Classification: Addition /Alteration Job Address: 309 99 Street NE Miami Shores Village, FL Project: <NONE> Contractor: UNIVERSAL AIR & HEAT Building Department Comments Phone Number (305)790 -1480 Block: Parcel Number 1132060135490 Lot: Phone: 954/581 -7110 Tuesday, May 23, 2006 Page 2 of 2 Inspection Date: 05/22/2006 Inspector: Perez, JanPierre Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: UNIVERSAL AIR & HEAT Building Department Comments Monday, May 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 954/581 -7110 Page 2 of 2 Passed Inspector Comments \NV/ \APV P/ 0) n Failed IV Correction N eeded Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/22/2006 Inspector: Perez, JanPierre Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: UNIVERSAL AIR & HEAT Building Department Comments Monday, May 22, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 954/581 -7110 Page 2 of 2 Inspection Number: INSP -8839 Permit Number: MC2005 -67 Inspection Date: 0812812006 Inspector: Perez, JanPierre Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: UNIVERSAL AIR & HEAT ment Comments Wednesday, August 23, 2006 Inspection Worksheet Miami Shores Village PeAN 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1 ^(419 SEP 0 6 RECD Permit Type: Mechanical - Residential Inspection Type: Rough Duct Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 9541581 -7110 Page 2 of 2 a ptZI Passed Inspector Comments t ) W ?) P-16-v■-6 t` L 0 7 • A� ,r Fa''-1/-- C pl A Fe 4 � \ r-c-4/-' , . Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -8839 Permit Number: MC2005 -67 Inspection Date: 0812812006 Inspector: Perez, JanPierre Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: UNIVERSAL AIR & HEAT ment Comments Wednesday, August 23, 2006 Inspection Worksheet Miami Shores Village PeAN 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 1 ^(419 SEP 0 6 RECD Permit Type: Mechanical - Residential Inspection Type: Rough Duct Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 9541581 -7110 Page 2 of 2 Inspection Date: 09/12/2006 Inspector: Perez, JanPierre Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: UNIVERSAL AIR & HEAT Building Department Comments Monday, September 11, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 1 9 2006 Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 954/581 -7110 Page 2 of 2 ` ' Passed Inspector Comments' A, , : (,, E ;: Lfi ,, lw . - (i' � 2I -N,N L' \- N,E A \ r : f J� 1 I \ C � , Failed , ,k6IU' c \fr r \ N 4 \, Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 09/12/2006 Inspector: Perez, JanPierre Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: UNIVERSAL AIR & HEAT Building Department Comments Monday, September 11, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 1 9 2006 Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 954/581 -7110 Page 2 of 2 Owner: Job Address: Inspection Number: INSP -8838 Inspection Date: 09/1812006 Inspector: Perez, JanPierre Project: <NONE> MUTTER, CARRIE 309 99 Street NE Miami Shores Village, FL Contractor: UNIVERSAL AIR & HEAT Building Department Comments Wednesday, September 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 0 2006 Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: sterv-1111 Permit Number: MC2005 -67 Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 954/581-7110 Page 2 of 2 -). o i I�� v r Passed Inspector ite.vieLt. 9 ce"\N /1 , 0,4 Comments o ,, / q / 't7A44 t 6 12(2i/tioui. F 1 n Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. _� 1 1.....c...41/4. until Owner: Job Address: Inspection Number: INSP -8838 Inspection Date: 09/1812006 Inspector: Perez, JanPierre Project: <NONE> MUTTER, CARRIE 309 99 Street NE Miami Shores Village, FL Contractor: UNIVERSAL AIR & HEAT Building Department Comments Wednesday, September 13, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 SEP 2 0 2006 Permit Type: Mechanical - Residential Inspection Type: Rough Work Classification: Addition /Alteration Block: sterv-1111 Permit Number: MC2005 -67 Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 954/581-7110 Page 2 of 2 Issue Date: 12/14/2006 Owner's Name: CARRIE MUTTER Permit Type: Roof Work Classification: Roof - New Job Address: 309 99 Street NE Additional Information Miami Shores Village, FL 33138- Contractor(s) Phone MIAMI ROOFING & WEATHER PRO( Primary Contractor Yes Type of Work: Re -Roof Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $6.00 $2.00 $275.00 $12.00 $6.87 $301.87 _7 Building Department File Copy Applicant Signature Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 06/1212007 uired Ins . ections Re Invoice Number RF -12 -06 -27030 Total: Parcel #: Block: Section: Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Permit Status: APPROVED Permit Number: RF -12 -06 -3003 Phone: (305)790 -1480 1132060135490 Lot: PB: Total Square Feet: Total Valuation: Amt Due $301.87 • IDEC 2 7PAID 0 $ 10,000.00 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. DEC 13 2006 Arch' Sub BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Owner's Name (Fee Simple Titleholder) Owner's Address 3 a a City 11 1 1 4111 411) p J) State. , p Contractor's Company Contrrclpr A City ._.. f Qualifier State Value Scap B St Tenant/Lessee:Name 4 J Job Address (where the work is be City FQLIQ / PARCEL # Is Building Uistor tally Iesigipat Miami Shores Village Building Department 10050 N,E.2nd Avenue, Miami Shakes, Florida 3313? Tel: (305) 795.2204 Fax: (305) 756.$972 onding Company's Name (if applicable) Bonding Company's Address City State Zip _ v A Mortgago Lender's Name (if applicable) L, 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, ET OWNE "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 FINANCINC, CONSULT WITH YOUR LENDER OR AN ATTORNEY : EFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated vahwe exceeding $2500, the applicant muct promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the persona whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job sin for the first inspection whi c7frs seven (7) days after the building permit is issued. In the absence of such posted notice, ilfe inspection will not be.appYOved, anc( a reinsp ction fee will be charged. i / I , // Signature ,k;, (wirier or Agent Contractor / - (,; "., 4. The foregoing instrument was acknowledged before me this _ - The foregoing instrument was acknowledged before me this _�" day of ;_`r'.'1 y"; 20, by 11'i-r, ..,. ' , )L1 r �',rs -� -',� -�, day of�, ` ,; ,i.,7'( 90 by , . " , (=�'' : ' ■ who is personally known to me or who has produced r) , who is personally known to me or who has produced ,n, :_' a '.i .,;'._'. identification and who did take an oath. 7- as identification and who did tale an.milk, NOTARY :PUBLIC 1 ANAMARIALONGWELL 4i art ti' MY COMMISSION # DD 813355 t,‘ ; EXPIRES: November 8, 2010 by �}F vended That N4t-aro Punta Urderwri =rfl Print: Sign: , My Commission Expires: T:'.': ** ** **::'.':SYY:S:Y:YYS. 'SY'**:':* ][RitiYlYi:St CS :SY'i:if1:*** • X' *issk x r :sr>Y*:,'s *** sFsYr:*: ,'4*i *** *. APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: ,''% / Print: My Commission Exfires: 4,r9Q l l // Y:'FY:Y:T'Y: 'i. **V: :1•*** *}: Plans Examiner Engineer Zoning HIGH—VELOCITY HURRICANE ZONES :SetticittA4Getio6littiOtrittliGhl Opsr:PtIrrni•.No. 8?04 lV ss 612.. GotittactOes Name Job Address: - SD O l )\ CIA Sj 0.10.w...$1ope, El Asphaltic. Iflges 0 New Roof MOY_Eg DEC 3 2006 Florid.a Buibliftg C d boil 2004 Hirsh Velotity Hiirricane Zo130/4111 Form. ha-41 / 1300f.0 :g 'ORY 0 riii0dtkati.k.a11474$.tOileirrife M ottattAdnetivp.SeCTJte r0 Nyoo':stiiettopsispakos o Ptesoripkg:j3UttaA$ 150, RO.pF rtocooehig Repair nitainten,ano. STEM INFORMATION Low SloPe !Rant (s:F.) 40p.:stopod Roof A (SF tote! (sF). V °1) / OD Plan) Sketch Roof PIan Iflustrate all igyfitS and seCtions, roof drams, . scuppers, 0.400,1. .scupper,s and :nyeOlOw,...drains...loolude dimensions of sections and levels, ctearly iiientifk..dinienSionSOfeleVated:pressu're zones .end locatinn:of :p4iej"lete., L.; 14j 4 1 •••i•••/ ,• f 1 t• v • = .4 1 0 "--;••••;•••1•••••172..-4-4-4.-r • • 1-5•••1•••i-t-'-'•• T1171-1„ 0 -4- J . iHth T.1' 1, • • " -r--r • • • , .. . ..`• • 4po••• • ,• rir ' • — " ; i . .1,... .. ... ..4...L. .....z.- ••••• 1 t•• i 1 - •+ --T--- -I - —1,-- I i• ., • - ',•••i••• • v V • . •-' sv.* - • ...... 0.....c.--t4A . • vs i • • • 1_l tq . ... . • •• • • , • • e ; • -v~1- 1••• r • • • • • . .. • z •••• • • ... ... ' *, •1-1-• ••• • • •• • • • • • • • • • • • • • • • • • • • • • • Roof System Manufacturer: itii Product Approval Number: 02.— /2.0 S • 45 Minimum Design Wind Pressures, if Applicable (From R S 127 or Calculations ): P1: P2: P3; Maximum Design Pressure Product Approval Specific System: Method of tile attachment: ( . 3 1) . • iettn. - HIGH-VELOCITY HURRICANE ZONES Florida .Bunding Code Edition 2004 Higii'Velocity Hurricane Zone Uniform Permit AppliCatibn*.Form. Roof Slope: 4- : 12 §9sgoripatsspaop_gsy II Roof S stem Ridge Ventilation? 1 9(4 1 )1f, Steep Sjopeci. Roof System Description • Peek Type: ype Underlayment: • Insulation: Fire Barrier: 30 (b. Fastener Type & Spacing: Adhesive Type,: ype Cap Sheet: Roof Covering: Mean Roof Height: h Type Size Drip • • ( • • cop t a t ? " • • • • • • • • • • 1 • • • • • * Pe t • • • • • • • • • • • • • cA(.1)°.: • • • • • • • • • • • Wheie;tO;EllytobtI • - • • • • , Description Symbol Where. to find • • besigal?tessure' Root Slope l i r 1'.1 'or 'fa orlS RAS'127 Tabli.t ruudyiis preparc11 ybinstia 7 • •___. Monti' Robilicight . 11 ..164Sito -.-10-6-444.1141 • • • 36.5 Robf lopc a. ...IpliSitt . . ...• •••••• .AciodynomicMUltiplior. 2. Product Approval • • • • A 412 ilestorink:Monient.ducio:Ci wily' . M„ ' Product Approval • • • •••• AitbOluntiat Resistance Mt • - Product Approval . Cato hued 31 • • . •.Rcquirad Moment ReSiStente W ;Minimum Ana:diluent Resistance' F' Product Approval • :Calculated 30.8 32,4 .Requirid,thilift.ResiStrince I Average W. • Product Approval 30.0' Tile•Dimenslont '14 101%111 Iv. ivIelth . Product Approval attitilteation, — All :talcalanonsrtnust be'subntittcd to theTuilding.Omoht Mr . R0 (Wired Moment •Rexiistanee* 'Mean Roofileight —AO.- Root Slope l i r 15' 20' 25' 30" 40' 212 343 36.5 38,2 39:7 42.2 34:4 384 37,4 .. 39 3:12 32.2. 412 '30:4 32.2 33:8 351 5:12 28,4 301 31 '32,8 3449 6:12 '26:4 28:6 '2.9.4 30.8 32,4 7:12 '243 25:9 271 '28:2 30.0' Florida Building Code:Edition 2004 High VeloOltyffurricanoZonalinifOrm:PermitApplication Form. Section E (Tile Calcutatioris) For Moment baseiVtilt Systentsi choose either Method 1 or 2, Compared the:values for Wi vribm'from M If the "A/I valUeS are greater than orequal to the'M.i, va1ues•, for eaCh area alb rodlithen the ;filo-attachment method is:acceptable. MetbOil 1 "ri4Outettt ilaSeti Tile CaletilittimisTet RAS 127" (Pi: x k = )- M; -. Product Approval M, (ri: x % = - Mi. ='N1 rl Product Approval M, )- Me: r Product Approval M, Method 2'"Simpliii Ter acquired' Momeri t oritesistauee (1‘4„) From Table {Mow y Product Approval HIGH-VELOCITY HURRICANE ZONES * M. Mt be used ill conjunction with 'a 'list of inotnent based: tile.systetnveudorsed" by Broward County .Board. Utiles and . AVOCA. For Uplift based tile .systems use Method ,a. comparedthervalues4or witit4he values for: the:F values are „greater .equaleto the F -vanes, for each area of the:root:then .11:te;:tiit'attneltptentruethod is4ceeptable. Meth.tyd .3 gased•Tire Caleuhttioos.Pee RAS 127" • • • _ = x — )- W x cos .0: Product Ottprotval w: ) X: eoS . 0: Frt: Produc• oNttrawal = wt. ) — NV: ::x:eos 0: Producti Afprarial • • F' • • • • F • F • • • • • • • • • FLORIDA BUILDING CODE — RESIDENTIAL 44.23 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. 'q6 Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Gt' Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. " Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review o . . :, professional structural engineer. Ponding may shorten the life expectance. and performance of the new roofing system. Ponding conditions may not be evident until AI; original reofing. system is removed. Ponding conditions should be corrected. • •••• • • . • • • 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that • • the roof is not overloaded from a buildup of water. Perimeter /edge w ? prothertAct extension may block this discharge if overflow scuppers (wall outlets) a1a not provides I • may be necessary to install overflow scuppers in accordance with the requtrement§ bf. • • Sections R4402, R4403 and R4413. %1 • • • •• • . • . • - 11 14 7. Ventilation: • M ost roof structures should have some ability to vent natural airflow throu; a interior of the structure assembly (the building itself). The existing amount of a . tilation shall not be reduced. It may be beneficial to consider additional vent • : result in extending the service life of the Too 1.. 'A °.. 7 Owne • 4 g-"t's Signature Date Contr C Date .• • • • • • • MIAMFDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 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: Flat Shake & Slate, Sierra Shake"' & Super Shaker"', and Colonial Slate & Shingle Blend Concrete Roof Tile 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 filedand there hasben e no • change in the applicable building code negatively affecting the performance of this produei • • : • • • • • • 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 eridgr of any product, for sales, advertising or any other purposes shall automatically terminate this NCIA•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,T1orida, and t'oljo■ed by • • the expiration date may be displayed in advertising literature. If any portion of the NOlt is displayed, lima it shall • • • • • • INSPECTION: A copy of this entire NOA shall be provided to thc user by the manufacttli'br oar its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 • • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Material: Flat Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Flat Shake & Slate, Sierra Shaken" & Super Shake and Colonial Slate & Shingle Blend Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Applicant Dimensions Specifications Monier Lifetile LLC Flat Shake and Slate Tile Monier Lifetile LLC Sierra Shake Tile & Super Shake Ti " Tile Monier Lifetile LLC Colonial Slate & Shingle Blend Tile Trim Pieces Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. 1= 16'/2" w = 13" 1,' thick 1 =17" w = 12'I 1" thick 1 =17" w = 12 3 / 8 " 1" thick 1= varies w = varies varying thickness 7161 -03 Appendix III 94-084 94 -060A PA 112 PA 112 PA 112 PA 112 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Flat, interlocking, high pressure extruded, concrete shake roof tile, with a textured top face, equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Flat, interlocking, high pressure extruded, concrete roof tile equipped with two nail holes. For direct deck or battened nait -p i. :. mortar or adhesive set applications. Accessory trim, concrete roof pieces foi nse • at hips, rakes, ridges and yillcy 4enninatigps. Manufactured for each the rp iile. •••• • • • • • • Test Name/Report • • • • DA • • Static Uplift Testing . . Dec' .W91• PA 102 & PA 102(M%.* • : • •: • • Static Uplift Testing May 1994° PA 101 (Mortar Set) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01 /02/03 Page 2 of 7 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Professional Service Industries, Inc. Cclotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. 25 -7094-2 25-7094-8 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, . • Recover/Reroof) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain • .. • PA 100 Physical Properties PA 112 • ... • • •... Physical Properties • • PA112 Static Uplift Testing • PA 101 • • Static Uplift Testing • • PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 • 044 1994 • • • • .. Aug. 1994 Sept 1994 • Dec41118 • • •••• • • Margli 1 9 9 9 .. • March 1999 February 1996 April 1996 NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 • ....••• • • • • • Table 3 Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Shake & Slate, Sierra Shaken' & Super Shake"', and Colonial Slate & Shingle Blend Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.57 7.52 6.47 7.43 6.33 7.27 6.17 7.09 6.00 6.90 for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Shake & Slate, Sierra Shaken' & Super Shake and Colonial Slate & Shingle Blend Tile . 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank'Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails` 50.3 65.5 I 4R1 Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) Installation with a 4" tile headia • and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment M1 (ft-Ibf) for Two Patty Adhesive Set Systems • • Tile Profile • • Monier Lifetile Shake & Slate, Sierra Shake"' & Super Shaken', and Colonial Slate & Shingle Blend Tile 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Tile Application Adhesive Minin10m 7■ttachluent ' fesistance • • •••31.3' • • • •••• • • • • • • ee 10 114 so .--..- • • • • • • • • • • • •• • •••• • • •••• • ••• • • • NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page5of7 MONIER LIFETILE SHAKE & SLATE CONCRETE ROOF TILE MONIER LIFETILE SIERRA SHAKE & SUPER SHAKE CONCRETE ROOF TILE 11� 17, END OF THIS ACCEPTANCE r • • • • • • . • • MONIER LIFETILECOLONIAL SLATE & SHINGLE BLEND CONCRETE ROOF TILE • • •• • • • • • •• • • • • • • •••• • • • • • • ••• • • • •••• • • • • •• •• • • • • • • •• •• NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 • • • • • • ••.• • • • • • •• • K41 A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 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 the BCCO and accepted by the Building Code and Product Review Committee 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 BCCO (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. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO 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: Polypro® AH160 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 renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Polypro® AH160 Foampro® RTF 1000 N/A ProPack® 30 & 100 N/A PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane Dimensions Test Specifications N/A TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm /Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 ° F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page2of7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F ` W 2 F'= MS NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page3of7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 Nail through plastic cement Paddy (Beneath Tile) Underlayment 1 Eave course only Keep adhesive approx. 4 In. up from wee holes Eave Course 10 M. Eave Closure Nail through plastic cement Eave Course 10 in. Fascia *I NN ‘*,› •N Eave Closure Eave course only. > Keep adhesive approx. 4 in. up from weepholes ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tile) Underlayment 1 Nail through plastic ce ment o ) P 10 In. 2 in NO • Eave Course Eave course only: Keep adhesive approx. 4 in. up from weepholes Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge 1) Place enough adhesive to achieve 17 to 23 Optional 2x4's for square Inches in contact with the pantile steep pitch applications 2) Tum covers upside down. Place adhesive 112 In. To 1 in. From outside edge of cover tile. Then install the tile. Underlayment 1 Remov lop portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave One. Eave closure (mortar shown) Weephole Fascia Bo Nail through plastic cement Optional Point-up Mortar on longitudinal edges of tile NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Sheathing Paddy (Beneath Tile) Nail through plastic cement Underlayment Eave Course Fascia Nall through plastic cement Underlayment Eave Course Paddy (Beneath Tile) Fascia Eave Closure Nail through plastic cement Underlayment 7 in. Eave Course Eave Closure ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Beneath Tile) Fascia Weephole Eave closure Drip edge NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement 3 in. I x3in. Single paddy on under - layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course 2 in. X 7 in. medium size paddy eave Fascia ' course only Nail through plastic cement �Sv 1�-.e'3in.x3in. Single / paddy on undertayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nail through plastic cement Underlayment } ✓3 in. x 3 in. Single paddy on under - layment 4 in. Single paddy on top of tile Eave Course Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Fascia Weephole Eave closure Drip edge Single paddy between tile Eave Closure 2 in. x 7 in. medium size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 RE -ROOF itS1 FEB 0 9 2001 Passed Inspector Comments /- i 3 /4-671;d'.0 2 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until In Inspection Date: 02/09/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: MIAMI ROOFING & WEATHER PROOFING Building Department Comments Thursday, February 8, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: 'PA((}4- I614 Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Page 1 of 1 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 23 -25 Passed 41 -46 Passed 6 -10 Passed 26 -30 Passed 11 -15 Passed 31 -35 Passed 16 -22 Passed 36 -40 Passed PROPERTY ADDRESS: 309 NE 99 St. Miami Shores PERMIT No: R o G 3Cj 0 3 OWNER: Timothy Henry Smith ROOFING SQUARES: 35 CONTRACTOR: Miami Roofing & Weather Proofing ROOF PITCH: 3.5:12 TILE TYPE: Flat INSPECTOR INITIALS: MA/JP ATTACHMENT: Polyfoam TEST DATE: 1 -29 -2007 Testing Equipment: Digital Chatillon DFIS 200 THIS ROOF HAS: PASSED IXI FAILED 1 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. Reviewed by: FLORIDA TEC Providing Solutions to the Roofing Industry CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WI'I'il METRO -DADE COUNTY PROTOCOL TAS -106 29 28 27 26 25 Dario Gonzalez, P.E. - Lic. #34876 1 13605 SW 149 Avenue, Unit 1, Miami, FL 33196 South (305) 256 -4550 • Fax (877) 379 -0865 6 Test Tabulation "ROOF SKETCH" 21 Flat 24 23 3 Front 7 8 4 Lab Report No. 07- 010651 Required Testing Force: 35 Ibs 5 L 20 19 22 16 15 17 18 www.floridatec.net North (305) 828 - 1107 • Fax (866)333 - 6988 13 12 11 14 10 6065 NW 167 Street, Suite B -20, Miami, FL 33015 CREATED AS REINSPECTION FOR INSP- 35002. No one working in roof, no ladder available for inspection. 1/3/07 CG. \ JAN 0 5 2007 Passed ° Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/04/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: MIAMI ROOFING & WEATHER PROOFING Building Department Comments Wednesday, January 3, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Inspection Number: INSP -36316 Permit Number: RF -12 -06 -3003 Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Page 1 of 2 CREATED AS REINSPECTION working in roof for an in progress available. 1/3/07 CG FOR INSP -8857. No one inspection, no ladder JAN 0 5 2001 Passed (9611 b1 Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: I NSP -36313 Permit Number: BP2005 -731 Inspection Date: 01/04/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: MIAMI ROOFING & WEATHER PROOFING Buildin De Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Wednesday, January 3, 2007 Page 1 of 2 Inspection Number INS -3003 Inspection Date: 01/03/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: MIAMI ROOFING & WEATHER PROOFING Building Department Comments Inspection Worksheet sow Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, F (f5"fiI4i.. Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: RE -ROOF JAN 0 4 2001 Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments No one working in roof, no ladder available for inspection. 1/3/07 CG. Wednesday, January 3, 2007 Page 1 of 1 Inspection Date: 01/03/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: MIAMI ROOFING & WEATHER PROOFING Building Department Comments Tuesday, January 2, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, Fli Cy4 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -35001 Permit Number: RF -12 -06 -3003 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)790 - 1480 Parcel Number 1132060135490 Lot: . 16 �4 Page 2 of 2 JAN 0 4 2001 " Inspector Comments (4)6'0 A ON...) �'U 5 � t o b( (AAA40 t a tee-letetq ge. y1.14,4 rr (------- Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Date: 01/03/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: MIAMI ROOFING & WEATHER PROOFING Building Department Comments Tuesday, January 2, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, Fli Cy4 Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -35001 Permit Number: RF -12 -06 -3003 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)790 - 1480 Parcel Number 1132060135490 Lot: . 16 �4 Page 2 of 2 Inspection Number: INSP -35000 Permit Number: RF -12 -06 -3003 Inspection Date: 01/03/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Tuesday, January 2, 2007 Miami Shores Village, FL 33138- Contractor: MIAMI ROOFING & WEATHER PROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number (305)790 - 1480 Parcel Number 1132060135490 Lot: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Page 1 of 2 Infractio Passed Comments TIN CAP SPACEING True JAN 0 4 2001 1 Comments j Ai 5 c(14,__, (Al/3 S 44-1 6.-- VI 0 6 U.A.A. 029 ct_ (1 P (--______ Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -35000 Permit Number: RF -12 -06 -3003 Inspection Date: 01/03/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Tuesday, January 2, 2007 Miami Shores Village, FL 33138- Contractor: MIAMI ROOFING & WEATHER PROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number (305)790 - 1480 Parcel Number 1132060135490 Lot: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Page 1 of 2 RE -ROOF FEB 0 8 2007 Passed Inspector Comments Ale 4,¢� -2_ we. / ,- a e/o 7A, 7 --/ - Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 0210712007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: MIAMI ROOFING & WEATHER PROOFING Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL W014,,,/04 Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Tuesday, February 6, 2007 Page 1 of 1 l iMeiMaVM DE C au B .1 t icO OOOOO Permit Type (circle): Building Electrical Plumbing BUILDING PERMIT APPLICATION FBC 2004 Owner's Name (Fee Simple Titleholder) 11 1'h0T441 5 i fl4- Phone # 3oS• — 3' Owner's Address 04 NB- qR i s }- City / 50 Tenant/Lessee Name 4I' Job Address (where the work is being done) 3I At. 4 )'7 " c7 . `, City Miami Shores Village County Miami -Dade Zip 3313 Si' FOLIO / PARCEL # L 1 - 320 - © - Syq Is Building Historically Designated YES NO T� ,� Contractor's Company rNam � /e� C 1 n -1 Contractor's Address 1 L ✓�-tC) L 6 t 6 City r -- 61 Qualifier Name YY) ' t State Phone # �� ct Fc6 6 1 State Certificate or Registration No. CCU 2C) Certificate of Competency No. Architect/Engineer's Name (if applicable) State A— Value of Work For this Permit ' '� ) - Square / Linear Footage Of 'W+ rk: Type of Work: Describe Work: DAddition DAI ' 11 ) M Submittal Fee $ Per Pee $ Notary $ Training/Education Fee $ Scanning $ Radon $ Miami i Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r� D A aatt til oTs , Phone # ation QNew Repa _ 1 i. L 9 o r; . I n n , roo 4 a ea 41,01 Phone # Q3 q 41 1 4 _ ,G Zip - i 6 G DPBR $ Bond $ Code Enforcement $ Structural Review. $ Zip 3313' Phone # Doable Fee $ Total Fee Now Due $ Permit No. Permit No. gP ©y- /WV/ Mechanical C /CC See Reverse side —> b - 1c0p 0 Demolition Technology Fee $ Zoning $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgagt Isende klar a (if alicable) n ik , y Mortgage Lende %ddr 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 i g'iriance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the n ice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. lso, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whic s sev'n (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be oved n./ a rei ,. p -ction fee will be charged. Signature % Signature 0 er or Agent The foregoing instrument was acknowledged before me this 7 day of cQ,{ntle/( 20 0(Q, by 11Yy, . c )rn 14 , who is personally known to me or who has produced - Fiji, S S'?0S Og(p 2 ) OAs identification and who did take an oath. C'vca , as identification end o }�d g�? tllbrida NOTARY PUBLIC• ?Aaoso+ 'ax(i21d 1,c'!'..`: \1 My Cornimssion DD545127 spires Ool .12010 NOTARY PUBLIC: ANA MARIA LONGWELL MY COMMISSION # DD 613355 EXPIRES: November 8, 2010 p Bonded Th t � ry Public Underwriters Akan. \orto∎ L tAv3 My Commission Expires: 1APVirkiti.. e, 20) D My Commission Expires: /" S /0 **************************************************************** * * * * * * * * * * * * * * * * * *4* * * * * * ** * * * * * * * * * * * * * * ** Sign: Print: k APPLICATION APPROVED BY: (Revised 02/08/06) otltractor The foregoing instrument was acknowledged before me this /3 day of2Wei2kt 20 06,, by 4qe< 014.49 , who is personally known to me or who has produced -L / . Sign: Print: Plans Examiner Engineer Zoning 7 City MIA AV 5 1+JQ( 3 J n/( Tenant/Lessee Name Shores harmless f Signature S 53 M2910 NOTARY P IC: Rev. 09/19/03) Miami Shores Village Building Department la EECgFSVM DEC 13 2006 Owner's Name (Fee Simple Titleholder) Owner's Address 3O Nt- State all 1 Sign: Print: My Commission Expires: "1\111,4411100 g, 201 City State Owner or Agent The foregoing instrument was acknowledged before me this I this 'u day of • .c W'Q - , 20 O(P, by I 1 v io 411%i l411 who is personally known to me or who has produced -FOL. As identification and who did take an oath. 4 - . q l • MARIA LONGWELL • • MISS a'` ii'' 3355 PIRES: November 8 Thai Notary Pubic Undarwritere hange of Contractor Permit No. Describe Work: SA J 71 �—,3- NF w gA, 1 involvement. NOTARY PUI,IC: Sign: Print:/J,r6%2/(& /lf,9X ? ,0" My Commission expires: I1J/bTH St T1,} Phone # • �o /goo qq 4 '= 1 '5+. FL- Zip 3 3 2 . g Phone # Job Address (of where the work is being done) 3 o q Nf q 61 15 5 Cit /414M 1 5' Ito (L/U county D4 D 1 Zip 37 13 gf Legal Description 64p // -3 ` b ' 3 - SLj fp Contractor's Company Name Phone # Contractor's Address Zip Qualifier I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the c ntract. I hold the Building Official and the Village of Miami The foregoing instrument was acknowledged before me day`6f /, 20 06 by /4 cdc.0 who is personally known to me or who has produced 6,X , as identification and who did take an oath. Notary Public State of Matta Mansol Maxfield My Commission DD545127 Expires 06/25/2010 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ROOF COLOR THRU TILE FOR NEW ADDITION due to litigation 10/13/06 JAN 0 4 2001 Passed Inspector Comments No one working in roof for an in progress inspection , no ladder available. 1/3/07 CG il Failed lir Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 01/03/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: MIAMI ROOFING & WEATHER PROOFING Building Department Comments Wednesday, January 3, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: .1&14 Inspection Number: ' INSP - F Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Page 1 of 1 1 High Velocity Hurricane Zone Uniform Roofing Permit Applica MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICA Z 1 Section A (General Information) Master Permit No. Process No. 1BP- 041674 Contractor's Name: I Low Slope I Asphaltic Shingles r Prescriptive BUR -RAS 150 Low slope roof area (ft. Agi Roof Category I Mechanically Fastened Tile I Metal Panel /Shingles F Other:'"— / Job Address: 1309 NE 99th Street Roof Type E. New Roof r Re- Roofing r Recovering IT Repair IT Maintenance Are there Gas Vent Stacks located on the roof? r Yes 1 No If yes, what type? r Natural r LPGX Roof System Information Steep Sloped area (ft.211,560 Section B (Roof Plan Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, dearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'): 219 Comer Size (a' ■■ ■. ■010111111MIM ■■ >t■■■■■■■■11■11■>t■■■■■■■11■■11110 ■1••1110■ ■ /i ■•■.r•••111 i 11 11•• ■•■■11■•■■■■•1111■■■I■■■■111•1■■■•■••111 0 N 111111IHihIHi iuiiiie111111HHIIHH111111 H 11i1i1i IIIHHIIHNIiIIH1HIIIIIIH1IIIIIIIUI Nn■■■■■■■■■■■■u■ ■■■ ■■•■■■•■••■11f•■■f•■•1111111•11•••■11•1•111111■ •11■/ ■■ ■■•f/■■■•••• 1 ■■ ■ ■v ■ ■• ■•• ■ ■••■•■•■ /••111r■ iY■■■■i■■■i■ ■ /1!• ■t■ ■• ■ ■■• •• ■■• ■ ■• ■�■ ■�I! [►■■■■/■ �� ■■•MNINI. ■ ■ ■ ■ ■ ■ ■■i•�•i ■• ■ ■• ■•■ 11•1111.1111•111 1IIiiH111111IiiniiiieiiiUiiiiIIIHIiii ' s i ■ i1■ nI•■■■■>,■ E \A ■/■ ■HL ■11et ••r■ ■ •••■ =■r■•11••••■I•1101111■ ■fi■ ■11iiimin ■■ rN ■rrINN■■■■■■■■■>•■•1•■11■■■■■■•IM■■NI■ ■>_�■ 11{1111H1 111H111I11MHIH11 I1 ■1H11��1 ■11■ ■■■• ■ /Ht■■�■•■■■UII■11■ ■•■ �■•�RU MUM i11 ■ ■ ■ ■ ■ ■ ■ ■t�f•tN� ]C:I1•11 ■ ■•1� ■■• ■ ■� ■� ■_ NI INN ■■il /�>s mi ■emmai •fi11■IIi■• • ■ ■I•■■ ■ ■ ■� ■■■ ■ ■ ■•11• ■■ ■1• ■■ ■■N■Y ■ ■1• ■•MINI■•t■• ■ ■i■ ■��■ ■■■ ■UmU • ■■■■ ■•■■■■11i0i ■ ■•••• ■ ■•■■•U•■_ ■��■ lllNiiilUliil1HiiiliIhil 1 H1�1lii of jm ■■■■■■■■■f•■■■■■■s • _� N MII■I I ■■f•■•If•f■If1•NII∎ mat ■ iiliiiulH■°ii11111•1111 MINN 11 HUH H11H11 H1.■ ■.••• ■ 111111111•1111 l 1+ 111:1HH1Q11HIH1 1111111111 111 • AoOr±i • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .•. • • • • • • • • • • •. •• Total (ft.=) 11,560 • • • • • •• • • • •_ • ••. • • •• _. • •• • • • • • ••• •• • Mortar /Adhesive Set Tile IT Wood Shingles/Shakes • http:// www. miamidade. gov/ bldg / roofing_permiting /permit_app_section_a.HTML 8/17/2005 3o4 • • • ... • .. • • SECTION 1524 .. • . . . . • ..... HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTII4CAT�bN FCSR�teOFINd • : : CONSIDERATIONS ' . . 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor+to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. thy proyisgor�s v Cliapter 5 of the Florida Building Code, Building govem the minimum requirements and standardsso inclustrxkir Rafing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics- Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for . the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 6/,) 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 0 1 4 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. t1, 1 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. c ti k /i 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. (Alm 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Property Address Date Rev:1/202005,Computer Services, Building Department _ ylle Permit Number Contractor's Signature • • ... • • • ••• .. • • • • • • • • • • • • • • • • • • • • ... • • • • • • • • • • • ... • • • • ... *a- Roof Slope: 4 _ ' " /t2" Roof Mean Height: F7 Ridge Ventilation: In /a Perimeter Width: High Velocity Hurricane Zone Uniform Roofing Permit.ApplicationF.orm MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTROf4 Arineld/Af ION, • • Method of Tile Attachment 'Adhesive, Medium Paddy Polyfoam Polypro j Altemate T i l e Attachment Method: I n/a Clip Spacing for Metal Roof Panels Field: - Perimeters: J Comers: ` Section D (Steep Sloped Roof System) • • • • Sloped System Description Deck Type: 15/8" Plywood j Page 4 http:// www. miamidade. gov /bldg/roofing_permiting/section d 3.html Alternate Deck Type: I n/a Undedayment type: Drip Edge Fastener Type: I11/4rs • • ... • • • ... .. . . . . • • • .. • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • ... • • • • ... •• ••• r.• • . • .. • ".0 • • • • ... .. I# 30 Insulation/Fire Banter Board: ha Optional Nailable Substrate: I n/a Fasteners: 11 1/4 rs L-6° F -12" Cap Sheet Type /Adhesive Type: l #90w /hot tar Roof Covering: 'flat tile Roof Covering Attachment Method: Ipolypro tilebond Drip Edge Size & Gauge:13" face 26 ga. j Drip Edge Material Type: IGalvinized Metal J Hook Strip /Cleat ga. or weight I is .. • • • 110 • 111 • • 8/17/2005 Roof System Manufacturer: IEntegra .. • : ' Notice of Acceptance Number.10 0 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: 45 , P 2: 95.1 Ep a: 95.1 Maximum Design Wind Pressures, (From the PCA Specific system): 40.4 Roof Slope: 4 _ ' " /t2" Roof Mean Height: F7 Ridge Ventilation: In /a Perimeter Width: High Velocity Hurricane Zone Uniform Roofing Permit.ApplicationF.orm MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTROf4 Arineld/Af ION, • • Method of Tile Attachment 'Adhesive, Medium Paddy Polyfoam Polypro j Altemate T i l e Attachment Method: I n/a Clip Spacing for Metal Roof Panels Field: - Perimeters: J Comers: ` Section D (Steep Sloped Roof System) • • • • Sloped System Description Deck Type: 15/8" Plywood j Page 4 http:// www. miamidade. gov /bldg/roofing_permiting/section d 3.html Alternate Deck Type: I n/a Undedayment type: Drip Edge Fastener Type: I11/4rs • • ... • • • ... .. . . . . • • • .. • • • • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • ... • • • • ... •• ••• r.• • . • .. • ".0 • • • • ... .. I# 30 Insulation/Fire Banter Board: ha Optional Nailable Substrate: I n/a Fasteners: 11 1/4 rs L-6° F -12" Cap Sheet Type /Adhesive Type: l #90w /hot tar Roof Covering: 'flat tile Roof Covering Attachment Method: Ipolypro tilebond Drip Edge Size & Gauge:13" face 26 ga. j Drip Edge Material Type: IGalvinized Metal J Hook Strip /Cleat ga. or weight I is .. • • • 110 • 111 • • 8/17/2005 Mean Roof Height in Feet 15' 20' 25' 30' 40' Roof Slope 1 4 4 4 1 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • ••• • . • High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRO111f APF1 ' • • - - - - - Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" P 1: 45 x A 205 _ Mg: � = Mr1: r6.767 . NOA Mf: 31.3 P 2: 95.1 x 205 - Mg: = Mr1: 6.86 NOA Mf: 31.3 P 3: 95.1 x A 205 - Mg: 1----- = MN: 6.86 NOA Mf: 31.3 Page 5 • • ••• • • • ••• • •• • • • • •• •• • . • • • • • • • • • • • • • ••• • • • • • • • • • • • •• • • . • • • • •• • • • •• ••• j•• • • • ,• • • For Moment based tile systems, chose either Method 1 or 2. Compare tllb values for Mr vditii tt values from Mf. If the Mf values are greater than or equal to the Mr values, for each aea of th# roof, then the tile attachment method is acceptable. Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From the Table Below: r- NOA Mf: Mr Required Moment Resistance* *This Table must be used in conjunction with a list of moment based tile systems endorsed by the Broward county Board of Rules and Appeals. • • • •• • • • • http://www.miamidade.gov/bldg/roofing_penniting/section_e_3.htm 8/17/2005 ENTGRA ROOF TIGLE CORPORATION A. TESTS: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Inc. Test Identi ne 7161 -03 Appendix 11! 7161 -03 Appendi 111 7161 -03 Appendix II PO402 Letter Dated Aug. 1, 1994 P0631 - 01 IC- 1320 -94 25- 7688 -10 25- 7688 -3 25- 7688 -5 25- 7688 -4 E -1 ACCEPTANCE No.: 01-0417.09 • • • ..41 .. .... . . • . . . • • • • • • • • • • • . .. • .. • .... ... .... .... • ... 0 • •• • • • •• ••• k. Teat Narnae/Itcp Date • • 4141 • • • .. ... 4141 Static Uplift Testing Dec. 1991 , PA 102 Static Uplift Testing PA 102(A) Wind Tunnel Testing PA 108 (Nail - On) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck New Construction) Physical Properties PA 112 Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) • • • 4141 •. • • • • • • • • • • • • • • 000 • • • • • Dec. 1991 Dec. 1991 Sept 1993 Ang.1994 July 1994 Feb. 1995 July 1996 June 1996 June 1996 Dank Zuloags, RRC Roofing Product Control Examiner • 0410 • 00 • • • • • • • • • 000 . ••• . • • .. • • • • • • • ••• • • • • • ••• • • ET RAIJQOF TILE CORL'QRATION ACCEPTANCE. No.: ? • .. ... . • . . ... B. OTHER 1. NTRMA Association Member 2. Notice of Acceptance mumber 99- 1220.12 E -2 .• • • • •. .•• j.. • • . • • .. • • • • • ••• .. Pximk Zuloaga, ItRC Roofing Product Control Examiner . ••• • • • • • • • • • • • ••• M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Sprinb Stuebner Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. APPROVED: 06/14/2001 • • •.• • • • ••• •• •• • • • •• •• • M] &1?11 RAPE .QUN :FLORIDA MEI:RO- ]?AJ:3 FLi:Gj.ER $L�j. BUILDING CODE COMPLIANCE OFFICE • • I )(fET'RQ- DAMFLAtrLER.BLIII.g1QG 140Vv ST AG:,Ett VT.IrP 1 • • • MIAMI! Ft,C+ftIDA•33.130 0%3 • r35�) 375 -1901 FAX (305) 375 -2908 gq,NTA4crpit UCENSNiJ sr�4-rION • • 3,0) 3�75+�25?�7 :A:43051175-2558 • • • • • •• • • CONZ'ltAc 3 OZi flyrOtCCMWIJIOSION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05/10/2006 Raul Rodriguez Chief Product Control Division THIS IS '1'Ji.E COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ s0450001 \pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com Homepage: http : / /www.buildingcodeonline.com Polvfoam Products, Inc. ROOFING ASSEMBLY APPROVAL Category: Roofmg Sub- Category: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro RTF1000 ProPack® 30 & 100 Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Dimensions N/A N/A N/A 2.2 Typical Physical Properties: Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 2 • • ... • • • • ... • • • • .. .. • • • • • ACCEPTANCE Np. 0118 2x..02; • • . ... • • • • ... •• • • • .. ••• This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems Test Specifications PA 101 Results • 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch • • • ... • .. .... .. • U . Approvaatuia 1d, 201 ' • • • • Expiration Date: May 10, 2006 +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan • e na Humidity, 2 weeks .. • • • .. ••• • • • • • Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. Frank Zuloaga, RRC Product Control Examiner • • • •• • • .•. • • . • • ••• •• •• • • • •• •• • Polyfoam Products, Inc. ACCEPTANd'eNp.:;011@422.02; : • • ••• • • • • ••• Note: The physical properties listed above are presented as typical average values as detemined bj • • accepted ASTM test methods and are subject to normal manufactiri:ig �ariatien •. • :: • •. • • • • • • • • • • • • • ••• • • • 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the.Erepared •Roof Tila. .. Assembly for fire • rating. ' • • • • • • • • ' • . • • 3.2 Polypro® AH160 shall solely be used with flat, low, & high•ffie;r:ifl10.: :.. ••• 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. 1 \ F F' MS 4. INSTALLATION 4.1 PolyprotI AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to su 3 - Frank Zuloaga, RRC Product Control Examiner ••••••• • Table 1: Adhesive Placement For Each Generic Tile Prate . • • • • • • TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles 41 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polyfoam Products, Inc. 4 • • .•• • • • ••• •• •• • • • • •. • • • • • • • • • • • • • ACCEPTANCE Nb. ; OU4i Zl.02: 4.8 Tiles must be adhered in freshly applied adhesive. Tile must bese.t.viithillq to •3. • • • • • • minutes after Polypro® AH160 has been dispensed. • • • • • • • • • • • • • • • • . • • • • • • • • • 4.9 Polypro® AH160 placement and minimum patty weight sharl•be xr e.ccordance with • • • • • the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. • • • • • • • ••• • • • • • • •. • 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. Nail through plastic cement Paddy (Beneath 111a) Underlayment 1 Erre Course Ewe Closure 10 in. in Fascia ave course crib: Keep adhesive approx. 4 in. up from weepho es ADHESIVE PLACEMENT DETAIL 1 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • SINGLE PATTY • • • • • • • • ••• •• •• • • • • • •• •• • ACCEPTANC:EM. ::01:0S2:12 : : • • •—•—•—•— • • • • ••• • • • • ••• Nall through plastic cement Underbyrnent 1 10 M. Ewe Ccuse Eave come only: Keep adheshre approx. 4 In. from weepholes Paddy (Bensath Tie) • • • • • • • • • • Fascia WesPilale Eave closure Drip edge • • • • • • 1) Place enough adhesive to achieve 11 to 23 square althea In contact with the pan tile 2) Tum COW'S upside down. Place adhesive 112 in. To 1 in. From outside edge of cover tile. Then Install the Me. 5 Underiayment ■Ir Remo top portion of the save course cover be. Abut to second course of pan Olen. Ensure eave end of pan and cover Mu are hush at eave line. Eave closure (mortar thown) Weephole Fascia Bo Frank Zuloaga, RRC Product Control Examiner Optional Pobt•up Mortar on longitudinal edges of tile • • • • • • • • Optional 2x4's for steep pitch applIcatons Hall through Plastic cement Sheathing Polvfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 • . ... • • • • SINGLE PATTY • • • • • ' • " ' • • • .. • • • •••• ... .... • •. • • • • • 6 • •• • • • • • •• .. • • • • • • • • • • ACCEPTttN N b. 0� *5� • • • • • - . - • • . • • • • • . • • • • • • • • Frank Zuloaga, RRC Product Control Examiner ••• •• • Underlayment 1 sc 7In. 2In. Nail through plastic cement Eave Course Fascia Weepho e Eave closure Drip edge . Polyfoam Products, Inc. Nail through plastic cement 3 in. x 3 in. Single paddy on under. layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course in. X7 in. medium size paddy save Fascia course only ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY • • • • • • • • • • • • • • • • • • • • •• • • • ••• • •••• •••• • • • • Nall through plastic cement / ' in.x 3 In. Single paddy on underlayment Single paddy on top of tile Eave Course 7 . • •.• • . . • .•• • ACCEPTA�NCt ND.: :QI- Q521:02: • • • • • • • . . . • .•• • • • • . •.• Nall through plastic cement' . Undertayment • • 1 } in. x 3 In. / 4 in. Single paddy on under. layment Single paddy on top of tile Eave Course Single paddy between the Eave Closure 2 in. x 7 in. medium size paddy eave course only Fascia • • • • t� i n gte p uffdgr the • • • • ppgle Qaj1Ey between tile • 2 in. z7 in. medium sae paddy eave course only Frank Zuloaga, RRC Product Control Examiner Fascia Weephole Eave closure Drip edge Polvfoam Products, Inc. • • ••• • • • ••• .. .. • • • • •• •. • ACCEPT�NCl� Nb.:I- b�'L1i02. • • • • • • • T • • • • • • • • • • • 1. Renewal of this Acceptance (approval) shall be considered after a rfnpwa.Yapplic�tion ri .s begin • 1� �• and the original submitted documents, including test - supporting dad., to eerms cEocpnrnts „ark rio older than eight (8) years. • • ' ••• • • 2. Any and all approved products shall be permanently labeled with the In ruuact nail” city, state, and the following statement: "Miami -Dade County Product • Cotitiol i Appl o ;a11'! or •a,,s specifically stated in the specific conditions of this Acceptance. • •• • • • • • ••• •• 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and Chall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner • Polvfoam Products Inc. NOTICE OF ACCEPTANCE: A. DRAWINGS: NONE B. TESTS: Test Agency Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Celotex Corp. Testing Services Celotex Corp. Testing Services EVIDENC SUBMITTED • • ' • • • •" (For File ONLY. Not part o NOA.. • • P f �, • • • • • • .... . • • Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637-92 01- 6743 -011 01- 6739- 062b{1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 E- 1 • • ... • • • . ••• •• .. • • • �� �� • ACCEPT ONCE 11 So. 1.A1+0�2i.02 • • • • - - ... • • • ..• • • •. • • • • • • • • .•• •• • • • • • Test Name/Report . • • • Aate• •• Miami Dade Protocol PA 101 04/08/94 Miami Dade Protocol PA 101 12/16/96 SSTD 11 -93 10/25/95 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 PA 114 Miami Dade Protocol 03/14/96 Miami Dade Protocol PA 101 10/23/98 Miami Dade Protocol PA 101 12/28/98 Frank Zuloaga, RRC Product Control Examiner • ••• • • • ••• • .. .. . • . • . .. .. . Polvfoam Products Inc. ACCEPT4.NCE 1'4o. ;4l- �5 ••••••• •••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT -EI? • • : • • .' • (For File ONLY. Not part of NOA.) • •• • • •• ... • • • •• • • • • • • • • • • • ••• • • • C. CALCULATIONS: Walker Engineering, Inc., Evaluation df.Tesis: T;atid,OV07 /99: ••• ••• • • • • • ••• •• D. MATERIAL CER'1 7CATIONS: NONE E. STATEMENTS: NONE E -2 Frank Zuloaga, RRC Product Control Examiner • MIAM PR O .I CO ' OL Entcgra Roof Tile Corporation 1201 N.W. 18 Street • Pompano Beach ,FL 33069 Your application for Notice of Acceptance (NOA) of: Concrete Flat Roofing Tile under Chapter 8 of the Code of Miami-Dade County governing the use of Alternate Materials and Types of Coast ruction,, and completely descaibed herein, has been recommended for acceptance by the Komi-Dade County Building Code Compliance Office (BCCO) under the conditions specified heroin. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsitc or 's plant for quality control testing- If this • product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. The expanse of such testing will be incurred by the manufaciarer. ACCEPTANCE NO.: 114417.09 EXPIRES: 06/074(106 l�t� �t . 1) ' i 411 , t. T IS IS THE 0 APPROVED: 06/97/2001 SE MON CONDmOPIS COD & PROD AG CE CO MIAM DADS COUNTY, FLORIDA . '4E7%0-Mpg moot I UM -SING METRO-DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUM 1603 • IX15) 3 ? 0305) 5.2908 .. ceertnetcrottiewildvid SEC11ON (305) 375 -2527 PAX 37S -2558 colortacroa E4FORCE09011 (305) 375 -2966 FAX pop 375 -2908 PRQDu cr CONTROL DIVISION (305) 3752902 FAX (305) 37246339 47 Raul Rodriguez Chief Product Control Division CANDG This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami County, Florida under the conditions set forth above. Francisco I. Quintana, R.A. Director Mismi -Dade County Building Code Compliance Office %04s0001 0001+oeo ice accOpCM►cs cover tam Internet mail address: postmaster®buildingeodeon ® Homepage: bttp: //www.bafidingcodeenllne.coeq ENTEI RA ROOF TILE CORPORATION 1. SCOPE This revises a roofing system using Rntegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation described in Section 2- of this Notice of AcceptancL, desigoued to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure its, as dctcmaincd by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION MattlifniRtittft 4pplicit Dtmensiouu* - Entegca Flat Tile 1 =16" w =10" 1 -V4" thick Trim Pieces Category: Sub Category: Material: Product Rainproof II Roofing Roofing Tile Concrete 1= varies w = varies varying thickness 30" x 75' roll 36" x 75' roll or 60" x 75' roll Test Sneefifieadoaa 2.1 Components or products manufactured by others Test Diailahala Specifications PA 104 Single ply, nail -on underlayment with 2" self - adhering top edge. Ice and Water 36" x 75' roll PA 103 Self- adhering Shield underl 2 Approval: June 7.2001 Expiration X 04 • • Expiration Date: • • • . , • 9 • .r • •• . • ACCEPTANCE No.: 01.- 041709 .. • • ••• • .. . . • ••••••• • • ••••• • ..•• • • • • .••• • • ... • • Product Description • • ••• • • • • •• • •• .• • • • •• •• • • • • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• • •• • • • . • ••• • Product Description PA 112 Flat profile, interlocking, high pressure extruded concrete roof file equipped with two nail holes. For direct deck or batten nail on, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Mtmufactured for each tile profile. Manufi.ctnrer Protect-O-Wrap, Iruc. (with current NOA) W.R. erase Co_ (wish current NOA) Prank Zuloaga, RRC . Roofing Product Control Examiner XNTEGR4 ROOF TILE CORPORATION Product Wood Battens Tile Nails _ Roof Tile Mortar ( "TileTitent") hoof Tile Mortar ("Quikrete® Roof Tile Mortar 01140") Roof Tile Mortar ("BONSAI O Roof Tile Mortar Mix") Roof Tile Adhesive ( "Polypro® AH160 ") Roof Tile Adhesive TileBond Dimensions Vertical Mtn, 1"a 4" gQ izen1al Min. 1"x 4" for use with vertical battens or Min. i"u 2" for use alone Min. lOdx 3" Tile Screws #8x 2 W' long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. N/A N/A N/A N/A Factory premixed canisters Teat Speciiicatiiona Wood Preservers Institute LP — 2 PA 114 Appendix B PA 114 Appendix B PA 123 PA 123 PA 123 See PCA. See PCA 3 ACCEPTANCE No.: Q1, -0417114 .. • .•. ••.. • •• • • .. • .. . . • ... Plroduet ri do • ,Mati1+!'a rcr. • • • • • Salt pressure treated or day • resistant lumber battens Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Prepared mom flex designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for moron set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof the applications. Single component polyurethane foam roof • • • ••. 1 • . '• ' • • • • • • •• • • • • • • • • • • • • • • • •.. • • • • • • • • • • • .• • • .•. • • • • • • • • • g° • beg • generic generic Qui'lrretc Construction Products with Current PCA Bermuda Roof Company, Inc. with caveat PCA W. R. Bonsai Co, with current PCA Polyfoam Products, Inc. Flexible Products (with current NOA) Frank Zuloaga, RRC Roofing Product Control Examiner P Dimensions Saeeifeations Hurricane Clip & Clips PA 114 Fasteners Min. W' width Appendix F Min. 0.060" thick Clip Fasteners Min. 8d x PA" 3. LIMUATIONS 4.2 Data For Attachment Calculations 4 • . •.• • • • ••. •. .. • • • • •. .. • • • .•• • • • • • • • • • • • • • • •.. ENTEGRA ROOF TILE CORPORATION A.CCEPT'ANCFr No.: 01O417�09 , • • .. • • • • • • • • • • • •• • •••. • • • • • • • • Test Prahc Description • • • • Con sion reshot; • clips with cbb<osion resistant nails. 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive sat tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3,3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such besting shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum naderlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4.1.1 Entegra `Plat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. Frank Zuloaga, RRC Roofing Pxoduct Cut Examiner Table 1: Aorodynalulc Multipliers - X (W) The X MI R (n') Profile Direct Deck Applkatiion Direct Deck Application Entegra Flat Tile 0.189 0.205 P Dimensions Saeeifeations Hurricane Clip & Clips PA 114 Fasteners Min. W' width Appendix F Min. 0.060" thick Clip Fasteners Min. 8d x PA" 3. LIMUATIONS 4.2 Data For Attachment Calculations 4 • . •.• • • • ••. •. .. • • • • •. .. • • • .•• • • • • • • • • • • • • • • •.. ENTEGRA ROOF TILE CORPORATION A.CCEPT'ANCFr No.: 01O417�09 , • • .. • • • • • • • • • • • •• • •••. • • • • • • • • Test Prahc Description • • • • Con sion reshot; • clips with cbb<osion resistant nails. 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive sat tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3,3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with PA 112, appendix `A'. Such besting shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum naderlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4.1.1 Entegra `Plat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. Frank Zuloaga, RRC Roofing Pxoduct Cut Examiner Table 4: Tale 3: Attachment Resistance Espessed Moment M (ftabf) a Moment K. (R -Ibf) as a - for Nail•n Systems . Tile Profile Fastener Type . Direct Deck (min 16132" plywood) Defect Deck (min. 19132" plywood) Rattans Entegra Flat Tile 2 -104 Ring Shank Nada • 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 • 2 -10d Smooth or Screw Shank Naas 14.0 18.8 7.4 _ 1 88 Screw 30.8 30.8 18.2 21f8 Screw 51.7 61.7 - 24.4 1 - 10d Smooth or Screw Shank Nail (Field O 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Cip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Ckp) 35.5 35.5 34.8 2 - 10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Naas' 1 50.3 1 65.5 1 48.3 rs ere located a min. of 2 from head of tie. Installation with a 4' tile headlap and fasterne Table 4: End a Moment K. (R -Ibf) Attachment Resistance ea for Two Patty AdheeWe Sot S fears Tile Profile Tile Application Minhnum Attachment Resistance or.' • Entegra Flat Tile Adhesive 31.3 2 see manufactures component 'wove; for inste0ation requirements. 3 Flexible Products Company TtleBone Average weight per petty 13.9 grams. Pdyfoein Product, Inc. Average weioht per pry 8 worm. Table Z Restoring Moments due to Gravity - M. ft lb9 . • • • • • • • Tile Profile 3" :12" 4" :12" S" :12" t11 : ::ri;'fr or.' • Entegra Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 WA , ENTEGRc1L ROOF TILE COIJORATION 5 • • .•. • • • •. • • • • •• • •. .• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • •.• • • • • • • • •• ACCEPTANCE No..: Q1•4417,Q . • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • . • • • • •.• • • • Prank 2uloaga, RRC • Rooting Produce Control Exawmer Yabte 4A: Auictune rt Re.etance Expressed .a a Momgt I (VIA • , : • • • • • for Single Adhesive Set Systems • . :. • • • • • • • . , r The Proflp The Appheatloll • . Rssistanco Entegra Flat Tile Pol7Pram 118.9` PolyPro"' 40.4 4 Large paddy placement of 46 grams of PolyProT. 5 Medulrn .. placement of 24 . rams of P . ' . TM. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 1 -1/4' T7 10' EN't'EGRA R F TILE COR PORATION PROFILE DRAWING 16' 16' 6 ENIEGRA "FLAT" CONCRETE ROOP TILE • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • AccRr N L ttr 04.1.09 :• • • • • • • • • • • • •• • •• . •. • • • • Frank Zuloaga, RRC Roofing Product Control Examiner E? TEGRA ROOF Tax CORPORATION 1. Renewal of this Acceptance (approval) shall be considered after a raneyat applicstion.ltss ?een filed and the original submitted documents, including test-Stlpportiagtala; dictum - are no older than eight (S) years. • • • • • • • • • • • • • • 2. Any and all approved products shall be permanently labeled with the manufactiwer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval ", or 'as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in cowplisoce with tho code changes. b_ The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product d. The engineer who originally prepared, signed and sealed the wired documentation initially Omitted, is no longer practicing the engineering profession. 4. Any revision oz change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: s. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6_ The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all tune. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. t 9. This Notice of Acceptance consists of pages 1 through 6 and this last page 7. END OF THIS ACCEPTANCE 7 • • .•• • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • ••. .ACCEPTANCE No ,, a 11141417A9 • • • • ••• • ••••• • • • • • • • • • • • • • • • • • • • • • • • • •. • • Freak Zuloaga, RRC Euofmg Product Control Examiner 0 41 0 ;• • • ... • • 00 • • • • .. .. • • • • • • 000 • • • • • • •. • • • • • • • • • • • 000 • • . • .. • • • • 41 .. • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. ... .. . . . • • • . . • • . • . 000 • • • • • . ME o 8800 emo�d 0 0 0 - 6P2_6 95- 73 Dear Mr. Grande: BY: ----- ANDREW t:tti\TKF,S nttt.ht:sestrt:Httvnt. r ig°nV° DEC U5 ZOO VIA FAX # 305.756.8972 AND US MAIL Mr. Claudio Grande Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Re: TCS Contracting Roofing Subcontractor Permit December 4, 2006 IttiPI,l TO (:Utt \LG \Itt,PS(it t'ICP, The undersigned has been retained to represent TCS Contracting Corp. ( "TCS "), regarding the Project, located at 309 NE 99 Street, in Miami Shores, FL (the "Project "). TCS, as the Owner of, and General Contractor to, the Project employed M. Pierce Inc., ( "Pierce "), as its roofing subcontractor. However, because of deficient and defective performance by Pierce, TCS has chosen to replace Pierce on this Project. TCS notified Pierce via certified mail of its deficient performance and of TCS'S intent to change roofing subcontractor on the Project on or about October 19, 2006. A true and correct copy of this correspondence, including proof of service by certified mail, is enclosed herein. TCS recently learned that Pierce, through its counsel, J.R. Callahan, Esq., informed your office that Pierce would not "release its permit." TCS finds no basis in law, Florida Statutes or Miami Shores Village Ordinance for any subcontractor who was terminated from a Project to hold a project hostage by refusing to release its permit. It is essential that TCS be able to replace Pierce as the roofing contractor to complete the Project. However, Miami Shores Village to date has denied TCS'S request to change Pierce as its roofing contractor. Allowing Pierce to block TCS from obtaining a legally authorized subcontractor to complete the roofing work on the Project is causing TCS serious financial damage, delaying the completion of the Project, and is increasing TCS'S carrying costs. Further, Pierce has considerable civil remedies available to it pursuant to Florida Statutes, none of which require interference in TCS'S good faith efforts to complete its Project. Mr. Claudio Grande December 4, 2006 Page 2 In an effort to allay any concerns by Miami Shores Village, TCS herein agrees to indemnify and hold harmless Miami Shores Village for any liability it may incur as a result of the release of the roofing subcontract permit held in the name of M. Pierce, Inc., and issuance of such permit in the name of another qualified entity to perform the remaining scope of roofing work as necessary to safely and properly complete this Project. AH Enclosures: Please call me at 305- 442 -3334 to discuss a swift resolution to this issue. Very Truly Yours, SIEGFRIED, RIVERA, LERNER, DE LA TORRE & SOBEL, P.A. Andrew Hinkes, Esq. 3054433292 DEC -04 -2006 MON 04:41 PM Siegfried Rivera I,AU' 111 r 1I:i s SIEGFRIED, RIVERA, LERNER, DE LA To ANDREW HINKES DFflNI ES.rsIL GL RIEsISLAW.cOM VIA FAX # 305.756.8972 AND US MAIL Mr. Claudio Grande Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Dear Mr. Grande: 201 ALI-IAMBRA CIRCLE I SUITE 1102 1 CORAL CA.13u s, FLORIDA 33134 MIAML- DA.IJE 305.44.2.3334 1 FAX 305.44.3.3202 I TOLL. FREE 800.737.1390 Re: TCS Contracting Roofing Subcontractor Permit December 4, 2006 FAX NO. 3054433292 SOBEL, P.A. It I IA' 'ro CORAL, r: n II IJ EIS orrice The undersigned has been retained to represent TCS Contracting Corp. ( "TCS "), regarding the Project, located at 309 NE 99 Street, in Miami Shores, FL (the "Project "). TCS, as the Owner of, and General Contractor to, the Project employed M. Pien,:e Inc., ( "Pierce "), as its roofing subcontractor. IIowever, because of deficient and defective performance by Pierce, TCS has chosen. to replace Pierce on this Project. TCS notified Pierce via certified mail of its deficient performance and of TCS'S intent to change roofing subcontractor on the Project on or about October 19, 200(5. A true and correct copy of this correspondence, including proof of service by certified mail, is enclosed herein. TCS recently learned that Pierce, through its counsel, J.R. Callahan, Esq., i.nfonned your office that Pierce would not "release its permit" TCS finds no basis in law, Florida Statutes or Miami Shores Village Ordinance for any subcontractor who was terminated from a Project to hold a project hostage by refusing to release its permit. It is essential. that TCS be able to replace Pierce as the roofing contractor to complete the Project. However, Miami. Shores Village to date has denied TCS'S request to change Pierce as its roofing contractor. Allowing Pierce to block TCS from obtaining a legally authori red subcontractor to complete the roofing work on the Project is causing TCS serious financial damage, delaying the completion of the Project, and is increasing TCS'S carrying costs. Further, Pierce has considerable civil remedies available to it pursuant to Florida Statutes, none of which require interference in TCS'S good faith efforts to complete its Project. P. 01/04 13.R.OWARU 1 821.1. WI:si BHOWA..R:II BOULEVARD I SITUP, 250 1 PLANTATION, FL 3a3 :4. 1 954.78.1..1.134 WEST PALM .BEACU I NOR'19EIHRID E CENTRE 1 515 NORM 'FLAGLER .DRIVE 1 SUITEE, 701 I WEST PA.L11 13EACrr., F.I. 33401 1 561..296.5444 DEC -04 -2006 MON 04:41 PM Siegfried Rivera Mr. Claudio Grande December 4, 2006 Page 2 In an effort to allay any concerns by Miami Shores Village, ICS herein agrees to indemnify and hold harmless Miami Shores Village for any liability it n-my incur as a result of the release of the roofing subcontract permit held in the naive of M. Pierce, Inc., and issuance of such permit in the naive of another qualified entity to perform the remaining scope of roofing work as necessary to safely and properly complete this Project. AH Enclosures: Please call me at 305-442-3334 to discuss a swift resolution to this issue. Very Truly Yours, FAX NO. 3054433292 P. 02/04 SIEGFRIED, RIVERA, LE.RNER, DE LA TIRE & SOBEL, P. A.. • Andrew Hinkes, Esq. DEC -04 -2006 MON 04:41 PM Siegfried Rivera VIA Certified Mail 7002 2030 000591927597 October 19, 2006 Steve Martin M. Pierce, Inc. 12319 SW 133 Court Miami, FL 33186 RE: Change of Contractor Dear Steve; As you know, your contract was terminated (with cause) for non- performance and negligence. Specifically, on two occasions you left the roof open to the elements, which result in thousands of dollars in damage. Ten days after you have received this letter we will be moving forward with our new contractor to complete this project. GOVERN YOURSELF ACCORDINGLY TCS CONTR TIN e I RP. Timothy S Presiden CC: Elisabeth Kozlow, Esq. Michael Kurzman, Esq. File /pierce /0493/10day - - -- crnract >tp carp.. FAX NO. 3054433292 P. 03/04 18823 N.E. 19 AVENUE • MIAMI. 33162 • TFI_ 303-212-771111 • FAX 2105 -e18 -7731 www•tcsccorp.cioJZ1 DEC -04 -2006 MON 04:42 PM Siegfried Rivera NORTH MIAi4Y BEN BRANCH USPS North Miami Beach, Florida 331609998 1158540123 0096 10/19/2006 (800)275 -8777 09;18;52 AN Product Description Issue PUI: Total: Paid by: Cash Change Due: Bi11#: 1000402092901 Clerk: 22 Sales Receipt Sale Unit Qty Price MIAMI FL 33156 First -Class 0.60 oz. Return Rapt (Green Card) Corti fled Label 11: $1.85 2.40 70022030000591927597 All sales final on stamps and postage. Refunds for guaranteed services only. Thank you for your business. Customer .Copy bnN7Fuie .E T r5 l st- s eppN:f?Iv .n! 'sianaturo :;0:, le delivery adnreso different Tram , lem If YES, enter delivery eddlwss tar lfVwE Final Price $0.39 �PIv�4i3be $4,64 $4.64 $10.00 -$5.36 .+ Cpmpleto itam':i, 2'ell;iti3 a de I atl i l tern,4 :If�.Re6tnctsti;d00Veryl . 9 . r >� :P;irit_ our.:name',and ;'gddrt�s ;tin,tFe i�vorse.; bo Ifittt,wi� CUfl return the:.card to'.you L t of the'mallploc anon the 1. Article Adgfeasft l:W . ;S FAX NO. 3054433292 P. 04/04 U 5S ',Postal CERTIFI L M )L;, RECEIPT' , (Do Orwlyi:' lnA-uprtco Coverage Provided) •_ F , vis 400bs4eat*41.4Pps ;rom . „. Cl A • —WI/ {U -. i '::.. : 74I I �� :,1 '`• 32.40 31.85 30.00 Pastnpo CeRINt>d Fee pelum Reclept F. (Endoraomorrt RoqulrOd) Roork:tad Delivery Fee (Endowment Required) Total Poxtago & Page das�, 1, orRi :fy(th „J�illu,F[In.i',t�l.,' d �•., Clq iliro; zrPr -d 114 "04i $ .___.. 34.64 ban A µ, ?44rL4, •Z 10 '.�'.hP9:pw ru' fDr'f lruollgr? � or r PO Ayr.] BarN o. 12.31 °l $W y -3 C o Pd a ' 1 r3 1 Service lype .. •. ,. .. , Cnrtifled'Mafl C] txpne29 Mall : ' ::;`:;: ;, . :., l • eturn f iecelpt for Maro handiee' 1 ©ReBletertid; �. �.A ;; .; ; • 0 Inured Mall.,; , 0 0.13.15, ' .. : Yos' Restricted Deliveiy? Ora Fea.1 z. Article NWmber 1` 7 p I Q I7 fl D 5 9 2 7 r • • (I f efor from serViC f AF?, � „ — I. Q261�Q p2 fIS ifi40 l jn 00, Return Rdcalet BUILDING PERMIT APPLICATION FBC 2004 City /7,f},-1 , hre' State Tenant/Lessee Name Job Address (where the work is being done City Miami Shores Villag FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name /_/, RE,edC .. q ee Contractor's Address / 03 / © � ) /33 f r' City Kit d} M ( State 1 Qualifier Name 7 j QNEi�/ Mi4 AT; hl State Certificate or Registration No. ee 4 5 7 7OS Value of Work For this Permit $ ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Floc' _ 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Building Electrical ,y Owner's Name (Fee Simple Titleholder) '7 If /E / /. Ste!/ 7 P! Owner's Address 30 9 ST *'�* * *Fe NO lr� Type of Work: )3 ['Alteration ONew Describe Work: A .) G eo �f lt Lon.)TC Ae 76,e Double Fee $ Permit loo. y 1 M e r Permit No. 12) n (PI L Numbing Meckanical Roofing = ©S ?ao a 34,c) 30 f 99 S?' countyW Miami -Dade Zip 33 / 3 rf3 e Submittal Fee $ [� . Permit Fee $ Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ /3 8 Phone # 305 3B 7 ///2— 30 5- - 7f3 2.40, Zip 33/86 Phone # Certificate o f Competency No. _ Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: ep /Replace 0 Demolition CO /CC Technology Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ 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 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 com cement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. e ab. ence of such posted notice, the inspection will .not be approved and a reinspection fee will be charged. .■1 . 02 • The foregoi dayo g instrument t.- ,2001 Signature who is person NOTARY PUBLIC: r Agent acknowledged before me this ZD e ifA Shi TH r who has produced As identification and who did take an oath. �10 Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this Z _ day of Ap (� , 20 A, by ��e ✓C M�9,k 7./ A , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: 3 6 { Plans Examiner Engineer Zoning 1V11 � n�res v 111dgc 11Gpa1 L111V11L Owner's Name (Fee Simple Titleholder) ciAR / t .5 ; Owner's Address 3 0 9 /v / / S r City /it t SAdfe S State Tenant/Lessee Name Phone # Job Address (of where the work is being done) 313 13 / Cit //,4 M / , 5i o f e 5 County `l i,/'I i D/9PE Zip Legal Descriptionic2,1./O (1-3206 - 6) 3 -5490 Contractor's Company Name Contractor's Address //) / Citv c Qualifier ,..S TC L e L) Signature NOT Sign Print: /1- • f /ape C. E G • Phone # C Zip 2� State MA RI Describe Work: 77/..-C R Roo - 4.1)D T f d I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official the Village of Miami Shores harmless from all legal involvement. Acc4 Owner or Agent The foregoing instrument was acknowledged before me this ZO The foregoing instrument was acknowledged before me-rfy /g LD this day of 4PL 2004 , by go r i e_ SH / TN who is personally known to me or who has produced As identification and who did take an oath. UBL My Commission Expires: Rev 09/19/03) 1 p AsON0 52 3 vPU C- • r } ; EVIRES: FO N 17, Change of Contractor Permit N it/E 9 9 S Signature zip 33/ 38 33/33 NOT PUBLI Sign: ( Print: My Commission expires: Contractor co op „. PRI OIJ 1 2 ; • i •;`' µY COµ µ1SSI014 # DD280952 * * SORES: APr07, Sets 0, a° B�dThmBud9et Phone# D3OO 87 (/ / 2-- day of 4pie i L . 20 oC.. by .creVe / aar/ tJ who is personally known to nee or who has produced as identification and who did take oath. rrocv ************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * *** e ** * ** * * * **** * * * * * * *** 05/04/2005 10:43 7865730981 VRC GROUP INC p r, A, l v 2:j11 Miami Shores Vilage BUILDING • • PERMIT APPLICATION Wit✓ 2001 'Permit Type (circle): ' Building Electrical Plumbing Owner's Name (Fie Simple Titleholder) l e\ o Ti M 111+ . Phone # Owner's Address 3 oc 4 t }l' S+, Ft- Zip 3313 Phone 4 •. city Mt hml " s t n_Fi state Tenertt/Lassea Name N Job Addretsa (where the wOr1' is being done) D "t N IC I 4 County 4auii4Dado •Zip 3 313 • 7s Building TatoricaJIy Designated YES NO `.. • • C.Ontracto s Caixpany Ntune /2 e 6yv Contractor's Address 1 W-''O 34/ got, // c City ./ j / • S tate Qualifier ,C State Certificate or Registration•No, Architect/Engineer rchitect/Engineer's Name (if applicable) 7CD Arc -mi s s a t • $ Wm of Work For this Permit / •`_c Type of Work: VAddition , DAlteration Describe Work: ��� 4j1)., +o -eyl t4'r Building Department 10050 NB,2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fatx: (305) 156.8972 :New Master Pernnat 14o, BpQ — 31.4 Zip PAGE 02 NO. r. L Permit No. .131 Mechanical 30S MAY . t 8 2825 . Phone #! sigs i1 i Certificate of Competency No. ��e�'g Phone # 3oS- 1 -12 - 4- -32 Square Footage Of Work: ❑ Repair/ReplAct 0 Demolition • ******a* * **itwei," **Fi - **g7R'�Stw p * #*** *fR ** **: t** ** * *** • . Z ( Submittal Fee $ Permit Fee $ 7/K �� CCF $ (),CC Notary $ • Traininpidueation Bee � e d Technology Fee $ ,ROT • Seining S • C l *Wan 8 . : Zoning Bond $ Code Enforcement $ • Structural Plan Review. S Total 'ee Now Due S �� ---- f (Coaltiaaetl on apposite aide) 05/04/2005 10:43 7865730981 r. L$. 2005 2: 32P . Bonding Company's Nam (if applicable) Bonding Company's Addis City . State Mortgage Lender' &Name (if applicable) 'Mortgage Lender's Address • . City State Zip : Application is hemmby'made. to obtain a permit to do the work and installations as indicated_ I certify that no work or installation has ' CI* *men* prior to the issuance of a permit and that an work will be performed to meet the standards of all laws regulating COnstmct101n in this jurisdiction. I understand that a separate permit must be secured. for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, FOOLS, FURNACES, BAILERS, HEATERS, TANKS and AIR CONDITIQNIr"ItS, • 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 re julating c construction.and zoning. "VVet !T>4+1G TO OWNER: 'SCOUR FAILTTRE TO REco Ol A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING, TWICE • FOR.. IIVIPROVEMI+';NTS TO YOUR 'PROPERTY, W YOU INTEND TO OBTAIN IITNANCJNG, 'ONWULT WITH ..YOUR LEND ER OR AN ATTORNEY BEFORE RECORDxNG YOUR NoTCs OP • COMMENCEMENT," • Notice to Appliorvtt: Asa condition to the issuance of a building permit with an estimated value exceeding S2.5OO, 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 whoa property is ss+6jecr.to wtaahment. A; a certified copy of the recorded notice of cofn»zeneement must be posted of *job site for,.the. firer inspection wh rs s n %If days after the building permit is issued In the absence of such posted notice, the r' irsppetion will not $e • - ro • % ; a r = petNon fee will be charged /.m r- .eror • • Tbo foregoing i'nsuum 1 ent was a owledgod before me this . day of • t`-�C , 20 ta5, by 4I rfN&k. t „ who ie personally kaowu to me or who has produced OL— s�30g0g(32g10As identft : tion and who did take an oath. ,v a qv; 05113/o3 NOTAR : • ' rte ANGEI 4 VtSBA1 NO P OF rint : t P Ttllt � lT /t i� a; es, M • VRC GROUP INC Signature Print; �, og.E) 1v ° 16-,04 O .47 —Q �o My Co ,c�,e* apse *; 6`Eel$1 "$' t r* ** ***a******** * *a ****** * *r+**** MY COMMISSION* nil OS. ,1} 1,4 F:YPIRES: February 4. YOU 1 E NoTATe F Akv APPLICATION APPROVED BY: ARY PUBLIC Sign: Zip • Contractor The lbyegoing instr unient was acknowledged before me this `1' day of _ 2Q O± by ViaP ea We r6 s personally known me or who has produced O5 . PAGE 03 as identification and who did take an oath ikett v aov7 ELI/ �,7Fi CANO sG`oeneet,t*Fte eitti li;atAIt ExoNee 611/2007• 9orroer through Z 4) $9..'O In Notary Assn.. c. d e�i>iirY railtA►1 1 1rewt tyafinwa* ** **** 1 Zoning flans xaminer Engineer VIA Certified Mail 7002 2030 000591927597 October 19, 2006 Steve Martin M. Pierce, Inc. 12319 SW 133 Court Miami, FL 33186 RE: Change of Contractor Dear Steve; As you know, your contract was terminated (with cause) for non - performance and negligence. Specifically, on two occasions you left the roof open to the elements, which result in thousands of dollars in damage. Ten days after you have received this letter we will be moving forward with our new contractor to complete this project. GOVERN YOURSELF ACCORDINGLY TCS CO NT TIN C o RP. Timothy Smith President CC: • Elisabeth Kozlow, Esq. Michael Kurzman, Esq. File /pierce /0493/10day contracting corp. \49 P), 16823 N.E. 19"' AVENUE • MIAMI, FL 33162 • TEL 305 -919 -7761 • FAX 305-91 9 -7731 www.tcsccorp.com Nsuroansmosim NORTH MIAMI BCH BRANCH USPS North Miami Beach, Florida 331609998 1158540123 -0096 10/19/2006 (800)275 -8777 09:18:52 AM Sales Receipt Product Sale Unit Final Description Qty Price Price h1IAMI FL 33186 $0.39 First -Class 0.60 oz. Return Rcpt (Green Card) $1.85 Certified $2.40 Label #: 70022030000591927597 Issue PVI: $4.64 Total: $4.64 Paid by: Cash $10.00 Change Due: -$5.36 Bi11 #: 1000402092901 Clerk: 22 All sales final on stamps and postage. Refunds for guaranteed services only. Thank you for your business. Customer Copy N Er 0' Lrt nJ .rq 0 m 0 O m D ti ru 0 0 U.S. Postal Service,. CERTIFIED MAIL,. RECEIPT (Domestic Mail Only; No Insurance Coverage Provided) For delivery information visit our website at www.usps.coma ...: "."` :... .rte ■ a ■ 0 i , Y'+! -!� $0.39 $2.40 $1.85 $0.00 Postage Certified Fee Retum Redept Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees 10/ Sent To ) i &rt,.L • n Street, Apt No.; or PO Box No. 1231 01 SW 1_,3 3 c'r o City, State, Z1P+4 Kt A-44, Ft- 33►SG, PS Form 3800, June 2002 See Reverse for Instructions 3NIl 031100 lit aloA SS3HOOV minim; 3H1SO 1H9IH 3H1 01 3d01311N 3 d0 d011V 834011S 30V1d SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. • Print your name and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or the front if space permits. 1. Article Addressed to: STEvr— MARTn/ M. Pierce, = AC.. 12 31 G S (A) 1 MIAMI 1 1 L- 331$(0 PS Form 3811, February 2004 Cr A. Signature X Domestic Return Receipt it COMPLETE THIS SECTION ON DELIVERY B. Received by (Printed Name) ❑ Agent ❑ Addressee C. Date of Delivery D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: Q No 3. Service Type Certified Mall ❑ Express Mall ❑ Registered Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) 2. Article Number 7002 2030 0005 9192 7597 1 (Transfer from service label) ❑ Yes 102595-02 -M -1540 I Dear Sir, LAW OFFICE OF J.R. CALLAHAN ••• 249 Westward Drive Miami Springs, Florida 33166 Phone: (305) 887 -7899 Facsimile: (305) 887 -1547 Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 I have the privilege and pleasure to represent Pierce Roofing, Inc. in connection with work being performed at a residence located at 309 Northeast 99th St. Please be advised that work has been performed on the roof at that location under permit number PB 2005 -731 which was not performed by employees of Pierce Roofing, Inc. Please be guided by the above. J RC /sl cc: Pierce Roofing September 27, 2006 ry trul yours, , J. R. Callahan FROM :LAW OFFICE OF JR CALLAHAN Mr. Timothy Smith TCS 16623 NE 19 Ave. Miami, FL 33162 Dear Mr. Smith: JRC /sl cc: S. Martin M. Pierce, Inc. FAX NO. :3058871547 Dct. 26 2006 09:33AM P2 LAW OFFICE OF j.R. CALLAFJAN ••• 249 Westward Drive Miami Springs, Florida 33166 Phone: (305) 887 -7899 Facsimile: (305) 887-1547 October 25, 2006 Mr. Marlin has provided me with a copy of your October 19, 2006 letter. Please be advised that Pierce Roofing, Inc. does not agree with your characterizations as contained in your letter and is still awaiting payment of $8,535,00 you had indicated was paid in July, 2006 for work previously performed on your structure. For your convenience, I attach another copy of the July, 2006 bill. At such time as that payment is made, Pierce Roofing Inc. will be glad to turn over the permit. Please consider this my client's demand for the immediate payment of the money set forth above. Very truly yours, J. R. Callahan FROM :LAW OFFICE OF JR CALLAHAN M. Pierce, Inc. Roofing 12319 SW 133 CI.. Miami, FL 33186 305 378-2377 FAX 305 378 -2355 Bill To Timothy Smith 309 NE 99th St. Miami Shores, Fl 33138 FAX NO. : 3058871547 Description Install 3O felt to building code specifications at new construction portion of roof Re -roof the existing roof and install 30# felt to building code specification Install copper "I./ flashing at wall Dump Fee- remove tile from roof to ground and ground to truck Dump Fce Thank you for your busIr e s Oct. 26 2006 09:34AM P3 Total Date 7/21/2006 Invoice Amount Invoice .# _____\ 1357 1,500.00 4,400.00 825.00 850.00 960.00 $8.535.00 FAX TRANSMITTAL BLDG DEPT DATE: I 1 I TO: zomi telcrie.11an FAX: I850 9 ?_I FROM: } FAX: (305)756 -8972 I hCld NUMBER OF PAGES INCLUDING COVER 1 'j. MESSAGE: 'TNT° gU0.31e0 C ASE 4 20OG as o q 42_ BUILDING DEPARTMENT 10050 N.E. SECOND AVENUE MIAMI SHORES. FLORIDA 33138 -2382 TELEPHONE: (305) 795 -220-4 FAX: (305) 756-8972 0 Li , T HANK YOU Miami Shore- Vilfaga Mali Oct. 23. 2006 10: 24AM No. 1117 P. 1 FROM: Timothy Smith contras 9r.g ocr^ WE ARE TRANSMITTING 02 PAGE (S) INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEIVE ALL OF THE PAGES LISTED, PLEASE NOTIFY US IMMEDIATELY. THANK YOU. DATE: Monday, October 23, 2006 TIME: 10:15 AM TO: NAME: Claudio FIRM: Miami Shores Building Department RE: 309 NE 99 Street — Master Permit # 04 -1674 FAX NO.: 305.756.8972 Attached return receipt (accepted 10.20.06) for roofing Change of Contractor. 16623 N.E. 19 Avenue 4. Miami •d Florida 33162 i:' Phone: (305) 9197761 $ Facsimile: (305) 919 -7731 Oct. 23. 2006 10:24AM SENDER: COMPLETE THIS SECTION . „ • Complete items 1,2, and & Also complete • 1 • Item 4 If Re Striated Delivery is desired. • Print your name and address on the reverse • 'so that we can return the card to you. • Attach this card to the back of the mailpiece, • or the front if space permits. 1. Article Addresse;ello: STEvr- M. Pierte., • 17_2\ W 11 MIMI 51 C T K: Signature • 2 Article Number' . ' ' • 7W2 2030 Z0051192 7597' ps FOnen:3811::Febn'Ary:2004 s Dorbestic Return Receipt r. • • , 1. 1 No. 1117 P. 2 B. Received by (Printed Name) 4. Restricied Del)very? (Extra Fee) COMPLETE THIS SECTION ON OELniefir Agent Addressee a te of, Delivery - 7#1 1, 147 • D. I o delivery address different from Item 1? El 'Ms' tf YES, enter delivery address below: El No • 3. , Service Type XGertiffed Mali El Express Mall El Registered XRetum Receipt for Merchandise CI Insured Mail El C.O.D. CI Yes 4,c2Z95-c244.154oni Job is City County Zip Legal Description Contractor's Company Name �kl2196 ( 2 • Phone # �i • 7Y 9D Contractor's Address 77(.4 Nu.) �-2 � b � � Zip ,4.flh 1 State p 0 A)RVs (.2 City Qualifier Describe Work: Paa° I hereby certify that the work has been abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official a Shores harmless from all legal involvement. Signature ��- Owner o ent The foregoing instrument was acknowledged before me this this /����/�pp day of i�'1, 20A , by who is personally known to me or who has produced My Commission Expires: 12. - 6 ^ 0 NOTARY PUBLIC: Sign: Print: Rev. 09/19/03) Asjdentification and o did take an oath. as ide ********** * ** **** * * * * ** ** * * * * * * * * * * * * * * * ** * * * * ** SIAM 11Mn Slag CO + 00611171111 i Low imam know Vim (100)4124254: „"' Florida Notary Assn., Inc I illage Building Department tea OCT 19 2006 ge of Contractor Permit No. Signature The foregoing instrument was acknowledged before me day of 064`. 18 , 20 6 (0, by who is personally known to me or who has produced NOTARY PUBLIC Sign: Print: My Commission expires: Phone # g01/4C 72-0 ` 0300 actor /L 6 -- law me the Village of Miami cation and who!tl>tl take an oath. NWT 00000011111171111 MOM ISO SINN OM 01111 M LOCATION: 345 18TH ST SE ZONED: HOME OCCUPATION BUSINESS PHONE: 353 -1107 STATE LIC: CCC 057313 NUMBER OF EMPLOYEES: 1 -10 EMPLOYEES CLASSIFICATIONROOFING CONTRACTOR I8' CER 'XW2E t ndrs. thi pzwri:r1enr oil cn . 89 piiG. ExpiretiOn data' AUG. 33., 20 08: L0601200083.2 COLLIER COUNTY OCCUPATIONAL LICENSE TAX LICENSE NUMBER: 032571 COLLIER COUNTY TAX COLLECTOR - 2800 N. HORSESHOE DRIVE - NAPLES FLORIDA 34104 (239) 403 -2477 VISIT OUR WEBSITE AT: www.colliertax.com THIS LICENSE EXPIRES SEPTEMBER 30, 2007 ' / ' DISPLAY AT PLACE OF BUSINESS FOR Eitichop 8 FAILURE TO DO SO IS CONTRARY TO LOCAL LA LEGAL FORM CO TON, ,, 0• CLASSIFICATION CODE: 05101801 This document is an occupational license tax only. This is not certlf t illocisee l quali • It does not permit the licensee to violate any existing regulatory zoning IavVofI ssAte O my or cities nor does It exempt the licensee from any other license or permits that may be required by law. AMAURY GUERRA 4120 2ND AVE SE NAPLES, FL 34117-0000 0 M 611 A :ESUED r_XP:REA 10.24-08 0S- 16-08 Signed: r [he UCENSENUMQER • G600-000 -66435-0 J Z ROOFING CONTRACTORS CORP E7rDOR5E DUPLICATE 04 -14-04 RGhN DONOR ji . Operation oi a motor vehicle constitutes consent to anv aobnety rmt reauir; $ h'.' ay U RRA,AMAURYS 345 18TH ST SE NAPLES FL 34117 4/ DATE 10/02/2006 AMOUNT 18.00 RECEIPT 8472.14 Collier County / City of Marco/ certified ROOFING C0t011'� { ']1 D :25765 Exp:8 /31/20>°Yv Cert )r :CCC 057313 Ex ROOFING CONT 46 8AS.CO AMAURYS GUERRA 18TH STREET, NAPLES State tus:ACTIVE 1200 B 17- AFTERNOON Infraction Passed Comments TIN CAP SPACEING True i Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/10/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL 33138- Contractor: TCS CONTRACTING CORP Building Department Comments Wednesday, August 9, 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: Residential Construction Inspection Type: Tin Cap Work Classification: Addition Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: (305)919 -7761 Page 2 of 2 Roof is allready hot mop without inspection . Provide an Engineer's certification report on the hot mop as per the FBC. The existing house does not have a re- roofing permit, only the new addition. A re- roofing permit will be required for the existing house. 8/23/06 CG. Passed Inspector Comments Failed Correction Needed V Re- Inspecti • 1 Fee ($75) , . No Additional Inspections can be scheduled re- inspection fee is paid. .. until cp . !Inspection Number: , INSP 8 ' Inspection Date: 08123/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: M PIERCE INC Wednesday, August 23, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 2 4 RECD Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 275 -2556 Page 1 of 2 Forensic Engineering Consultants, Inc. Benchmark Consulting Group, Inc. 2771 SW 86 Way Davie, FL - 33328 • Attention: Mr. Richard Simons Dear Mr. Simons: As requested, a representative of Forensic Engineering Consultants, Inc. (FEC) visited the subject site on October 11, 2006 to observe the tile underlayment installation on the sloped roof at the subject building. We understand that inadvertently, an in progress inspection had been missed. Hence we were requested to inspect and issue a letter. This letter addresses only the attachment method of the observed components. When we visited the site, the tile underlayment had already been completed. Therefore we requested the contractor to cut an opening at two random locations on the roof. Our observations are listed below: Tile Underlayment: The tile underlayment was found to have been hot mopped with asphalt. The underlayment appeared well adhered and was also observed to have been backnailed with roofing nails and tin caps at 12" o.c. Based on our field observations of the roof cut area, in our professional opinion, the tile underlayment installation on this roof is in general accordance with RAS -120 of the Florida Building Code. We appreciate the opportunity to be of service. If you have any other questions, please call. Sincerely, Forensic Engineering Consultants, Inc. R. N. Sailappan, P. /0/24sA4 Principal Engineer Florida Registration No. 46696 Re.: October 24, 2006 MCMEWRI MI OCT 2 6 2006 B Y I!� oL-Hcol Missed Inspections during Re- roofing SF Residence 309 NE 99 Street Miami, FL Forensic Engineering Consultants, Inc., P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830 Inspection Number: INSP -8855 Inspection Date: 08/23/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: M PIERCE INC Building Department Comments Tuesday, August 22, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AU6 2 4 RECD Block: Permit Number: BP2005 -731 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 275 -2556 Page 2 of 2 '��K Passed �(p Inspector Comments (� Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -8855 Inspection Date: 08/23/2006 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Contractor: M PIERCE INC Building Department Comments Tuesday, August 22, 2006 Miami Shores Village, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 AU6 2 4 RECD Block: Permit Number: BP2005 -731 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Phone: 305 - 275 -2556 Page 2 of 2 Issue Date: 2/3/2006 Owner's Name: CARRIE MUTTER Permit Type: Roof Work Classification: Roof - New Job Address: 309 99 Street NE Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 12122/2006 Contractor(s) Phone M PIERCE INC 305 - 275 -2556 Primary Contractor Yes Comments: ROOF COLOR THRU TILE FOR NEW ADDITION Additional Information Type of Work: New Roof Additional Info: Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due Amount CCF $2.40 Education Surcharge $0.80 Permit Fee - New Roof $275.00 Scanning Fee $9.00 Technology Fee $6.87 Total: $294.07 Building Department File Copy Applicant Signature l Invoice Number Total: APR 2 0 PA Permit Status: APPROVED Permit Number: BP2005 -731 Phone: (305)790 -1400 Parcel #: 1132060135490 Block: Lot: Section: PB: Total Square Feet: 1560 Total Valuation: $ 3,500.00 Required Inspections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Amt Due $294.07 Amt Paid $294.07 $294.07 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. Bill To CARRIE MUTTER Return to: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 08/24/2006 12/20/2006 Wednesday, December 20, 2006 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Fee Name Re- Inspection Fee 1st Occurence Change of Contractor Fee'OEC 2 QPAIO Invoice Number: RF -8 -06 -25990 Invoice Date: August 24, 2006 Permit Number: BP2005 -731 Fee Type Fixed Fixed Total Fees Due: Fee Amount $75.00 $75.00 $150.00 Payments Date Pay Type Check Number Amount Paid Change 12/20/2006 Credit Card $75.00 $0.00 Total Paid: $75.00 Total Due: $75.00 1 ROOF COLOR THRU TILE FOR NEW ADDITION due to litigation 10/13/06 J 1D 1 FEB 0 9 2001 Passed 4 2 Inspector Comments Uplift report OK, on file. 2/9/07 CG. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: I NSP 8± Inspection Date: 02/09/2007 Inspector: Grande, Claudio Owner: MUTTER, CARRIE Job Address: 309 99 Street NE Project: <NONE> Miami Shores Village, FL Contractor: MIAMI ROOFING & WEATHER PROOFING Building Department Comments Friday, February 9, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL �I' l //Yt_.� j/ Phone: (305)795 -2204 Fax: (305)756 -8972 ' -- mac"" t (p Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number (305)790 -1480 Parcel Number 1132060135490 Lot: Page 1 of 1 No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -5 Passed 23 -25 Passed 41 -46 Passed 6 -10 Passed 26 -30 Passed 11 -15 Passed 31 -35 Passed 16 -22 Passed 36 -40 Passed PROPERTY ADDRESS: 309 NE 99 St. Miami Shores PERMIT No: F 1 0 63 0 03 OWNER: Timothy Henry Smith ROOFING SQUARES: 35 CONTRACTOR: TILE TYPE: ATTACHMENT.: Testing Equipment: Digital Chatillon DFIS 200 Reviewed by: 1i Dario Gonzalez, P.E. - Lic. #34876 13605 SW 149 Avenue, Unit 1, Miami, FL 33196 South (305) 256 -4550 • Fax (877) 379 -0865 FLORIDA TEC Providing Solutions to the Roofing Industry CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 Miami Roofing & Weather Proofing Flat Polyfoam Test Tabulation "ROOF SKETCH" Front Lab Report No. 07- 010651 ROOF PITCH.: 3.5:12 INSPECTOR INITIALS: MA/JP TEST DATE: 1 -29 -2007 Required Testing Force: 35 Ibs THIS ROOF HAS: PASSED IXI FAILED 1 1 THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DADE COUNTY TAS 106. 6065 NW 167 Street, Suite B - 20, Miami, FL 33015 www.floridatec.net North (305) 828 -1107 • Fax (866)333 - 6988 B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective /Revised Date Zone(s) AO, use base flood depth) 12025C0093 J 7/17/95 3/2/94 X N/A U.S. DEPARTMENT OF HOMELAND SECURITY • ELEVATION CERTIFICATE •• •• • • • •• •• • Federal Emergency Management Agency • • • • • • • • • • National Flood Insurance Program Import intd Rad the in$trudtions on pages 1 -8. • • ••• • • • • ••• City MIAMI SHORES State FL ZIP Code SECTION A - PROPERTY INFORMATION Al. Building Owner's Name TIMOTHY SMITH • • • • • • • • • • • • • • • • A2. Building Street Address (including Apt., Unit, Lire, e, a.fLor Bleg.2Vo.) F!O :ROute and Box No. 309 NE 99 STREET • • • • • • • • • • • • • • • • A3. Property Description (Lot and Block Numbers, TrPareeltl zntber,teaa 1pescrption, etc.) • • • • • A4. Building Use (e.g., Residential, Non- Residential, Accessory, etc' IREV A5. Latitude /Longitude: Lat. 25-51-59.29N Long. 80- 11- 27.17W A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 A8. For a building with a crawl space or enclosure(s), provide a) Square footage of crawl space or enclosure(s) Q sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION OMB No. 1660-0008 Expires February 28. 2009 For Insurance Company Use: Policy Number Company NAIC Number Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 360 sq ft b) No. of permanent flood openings in the attached garage walls within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 spin B1. NFIP Community Name & Community Number MIAMI SHORES 120652 B2. County Name DADE B3. State FL B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) BI 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes No Designation Date ❑ CBRS ❑ OPA C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR /A1 -A30, AR/AH, AR /AO. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized DCBM Vertical Datum NGVD Conversion/Comments a) Top of bottom floor (including basement, crawl space, or enclosure floor)_ b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) e) 0 g) SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Attached garage (top of slab) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment in Comments) Lowest adjacent (finished) grade (LAG) Highest adjacent (finished) grade (HAG) ❑ Check here if comments are provided on back of form. 12.06 N. /A N. /A 10.9 NJA ® feet ❑ feet ❑ feet El feet ❑ feet Check the measurement used. ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) 10.1 ® feet ❑ meters (Puerto Rico only) 10.7 ® feet ❑ meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Certifier's Name JULIO S. PITA License Number5789 Title P.L.S. Company Name JSP SURVEYORS, INC. Address 7805 SW 24 STREET SUITE 116A City MIAMI State FL ZIP Code 33155 Signature Date 1129/07 Telephone (305) 262 2404 IMPORTANT: In these spaces, copy the corgis ding information from Section A. Building Street Address (including Apt., Unit, Suite, arjd/er I :dg. jIo.) :cu '.Q. Rolle aQd Box No. • • • • • • • • • City State ZIP Code Comments CROWN OF ROAD - 10.33' Signature Address Signature • ••• • • • • • • • For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURV.EYAR, ENGINtEFI7 ©R ARCJ CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) coinmuny off CiaC (a) irssurarjpeg$nt/company, and (3) building owner. • • • •• • • • •• ••• •• • • • • • • • • • Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items El -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawl space, or enclosure) is ® feet ❑ meters ® above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ® feet ❑ meters ® above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and /or 9 (see page 8 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ® feet 0 meters ® above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. The statements in Sections A, 8, and E are conect to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Signature Comments ❑ Check here if attachments The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Comments SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION City Date Telephone SECTION G - COMMUNITY INFORMATION (OPTIONAL) Title Telephone Date State ZIP Code • • • • • • •.. • .•• • • • • • • Building Street Address (including Apt., Uri Suie ,.arSr BIdg Route and Box No. • • 44 • • • • • • • • • • • • City State ZIP Code • •• • • • •• • •• For Insurance Company Use: Policy Number Company NAIC Number • • • . • • • If using the Elevation Certificate to obtain Wig tbocl.insur3nr:Q• atifd at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View; and, if required, "Right Side View" and "Left Side View.' If submitting more photographs than will fit on this page, use the Continuation Page, following. • • ••. • • •• •• • • • • • • • • • • • • • • • • • • Buitcnng i • • • •• • • • • • • hottigraphs See Instructions for Item A6. • • ••• • • • ••• ;•B (ii(dihtittgraphs • • • Godtibuatibn•l? age Building Street Address (including Apt, Unit,,Suite, and/o klo.) or P.9 Voute and Box No. • • • • • • • • • • • • • • • • • •• • • • • • • City State ZIP Code • • • • • • • • • • • • • • • • For Insurance Company Use: Policy Number Company NAIC Number If submitting more photographs than will'ft ojt ore ;esliljg page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" aid;R,pap vie; apd, if rjuired, `Right Side View" and "Left Side View." •• • • • • • ••• • JUAN C. DAVID R.A. February 26, 2007 Village of Miami Shores Building Code Compliance Department 10050 NE 2 Avenue Miami Shores, FL 33138 Re.: To: Mr. Timothy Smith 309 NE 99 Street Miami Shores, FL 33138 Permit# BPO4 -1674 Dear Sirs, I, Juan C. David, Architect of Record for the above property & having performed an inspection to the above address, hereby attest that to the best of my knowledge, belief and professional judgment, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I can also attest to the best of my knowledge, belief and professional judgment, the approved permit plans represent the as -built condition of the structural and envelope components of said structure, and the structure is in compliance with the FLORIDA BUILDING CODE. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Cc file Current Projects Mr. Tim Smith Affidavit 1385 CORAL WAY — Su. # 201 -B MIAMI, FL. 33145 • Tel (305) 285 -4343 Fax (305) 285-4330 gt MAR 2 6 2007 1J BY:- - AR # 15344 Guarantee None 1 Year 5 Years LICENSE O. ACCU BY: Harvey S a Revised on 05 -26- PEST CONTROL, INC. CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT Purchaser's Name and Address: Nelcon Construction 5979 NW 151 Street #235 Miami Lakes, Florida 33014 TREATMENT SITE: 309 NE 99 Street Miami Shores, Florida Project: Residence Addition Chemical: Cypermethrin Square Footage : 1500 Garage, Rear, Cut Out Number of structures treated: 1 Date of Completion: 02 -28 -07 Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. ))CONTROL, INC. President Lot: N/A Product: Demon Max Linear Footage: 100 ❑ Renewal Yes ❑ No ■ 2 _` � MAR 2 2 2001 kJ B Y: x04 -(0 300 S. STATE ROAD 7 • PLANTATION, FLORIDA 33317 • 954 - 584 -8588 • 1- 800 - 749 -8588 • FAX: 954 -584 -6117 AREA TYPE THICKNESS R -VALUE MANUFACTURER GARAGE CEILING FIBERGLASS BATTS 10" R -30 OWENS CORNING GARAGE COMMON WALL FIBERGLASS BATTS 3.50" R -11 OWENS CORNING EXTERIOR BLOCK WALLS FOIL ' /." R -4.1 FIFOIL GALE INSULATION • • • •• • ••• • • • • •• • • • • • • • ••• •• • • • • • • • • • ••• • •• • • • • ••• • ••• ••• • • • CERTIFICATE OF INSULATION- INSTALLATION BUILDING PERMIT# •• • • • •• ••• •• • JOB ADDRESS: 309 NE 99 ST • • • • • • • • • • • • • ••• STATEMENT OF COMPLIANCE: We the undersigned hereby certify that the thermal insulation has been installed in the referenced building in compliance with the South Florida Building Code, Chapter 52 and the approved plans and specifications, and in accordance with good construction practice. The insulation furnished is of the type, thickness and R -value as set forth below: MULTIFAMILY RESIDENTIAL CONSTRUCTION: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: Frame/Metal Stud Walls R -11 (min.); CBS or Concrete Walls R -3 (Min.) by Energy Code requirements. See Energy Code, Rev. 1/87, paragraph 903.2(b), on page 0 -17, latest edition. These "minimum levels of insulation ", are not included in the Energy Calculations, but shall be installed in the field INSULATION CC# CG009238 CERTIFICATION DATE: OCTOBER 3 2006 INSULATION CONTRACTORS SIGNATURE: BUILDER:T.C.S : BUILDERS SIGNATURE: THE AFFIANT, DAVE FIENE IS PERSONALLY KNOWJa ME Sworn to and subscribed before me t4. 3 day of Octobe Notary Public, State of Florida 4' w4 �. SUMEY GIL y 4 � MY COMMISSION # DD 233444 'Q or1 '.' EXPIRES: August 31, 2007 1.800 3- NOTARY FL Notary Discount'4ssa. Co. liFV:07rga FFR 2 6 2007 ID BY: ---�aN(u - APPLI CANT s AGENT (� • !.r A ir • • ' • • • PROPERTY ADD RESS: c/ G` :4 �! .� Z' • : • cs== = == =z =a==s = =s== =sss=szsazsza ssssss CHECKED [Z] ITEMS ARE NOT I) COMPLIANCE WITH STATUTE OR 2= : = ==== ---- 1 TANK- INSTALLATION [01] TANK SIZE [1/r) c7 [ (02] - TANK MATERIAL ,, , [03] OUTLET DEVICE 3g-----.... [04] • MULTI- CHAMBERED [Cf / N ] ] [05] OUTLET F LTER Z7 ,h..„. ] [06] LEGENDi/ ' ,2r ,ems,/ . ] [07] WATERTIGHT ] [08] LEVEL! ] [09] DEPTH TO LID ]. ] ]` BLOCK: e2 SUBDIVISION: " c am..- PROPERTY ID #: DRAINFIELD .INSTALLATION [10] AREA [1y, 2 J 7YSQFT [11] DISTRIBUTION BOX _ HEADER [12] NUMBER OF DRAINLINES [13] SEPARATION - [14] DRAINLINE SLOPE [15] DEPTH OF COVER/ z " (16] ELEVATION [ABQVE%BEI,O BM [17] . -SYSTEM LOCATION -�" °�- [18] DOSING PUMPS [19]. AGGREGATE SIZES S- c [20], AGGI]EGATE EXCESSIVE FINES [21] AGGREGATE DEPTH)< ., FILL / EXCAVATION MATERIAL (22] - FILL - AMOUNT [23] FILL TEXTURE ' [24]' EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL EXPLANATION OF VIOLATIONS / REMARKS: • ..• • • • • ••• • STATE OF riot- cIDA :.: . DEPARTMENT OF HE$LT$ ONSITE SEWAGE TREATMENT AND DIPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL . • . . . CONSTRUCTI [APPR /DISAPPROVED]:; • FINAL . SYS APPROVE D) - - - -- PROVED f DH 4016, 10/97 (Previous Editions May Be Used) • • • • r f . • • • • • • • • • • • • • • • . . • • • • •• - • RULE AND MUST BE CORRECTED. SETBACKS [27] SURFACE WATER [28] DITCHES [29] PRIVATE WELLS [30] PUBLIC WELLS [31] IRRIGATION WELLS (32] POTABLE WATER LINES FT [33] BUILDING FOUNDATION S"-- FT [34] PROPERTY LINES — FT [35] OTHER FT FILLED / MOUND SYSTEM [36] DRAINFIELD COVER [37] SHOULDERS [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN?` [46] FINAL SITE ING " [ 47 ] CONTRACTOR [48] OTHER ABANDONMENT ] [49] TANK PUMPED ] - [50] TANK CRUSHED i [ ] . 1. 1 [ [ ] f `) i (7 CHD DATE:_S=2-14,.= PERMIT NO .Q A/ DATE PAID: FEE PAID: RECEIPT 1: FEB 2 6 2007 L BY: 161(4 sasssauxas =c==c == / - / FILLED / / FT FT FT FT FT _ CHD DATE:\ v - ..) i - r- Page 2 of 3 Client: TCS Construction Corp. Order # - -- 0 - Address: 16623 NE 19 Avenue, Miami; H. 31461 :.' •.' Date: 02/23/06 Project: SFR - addition Gauge # 4970 Address: 309 NE 99 Street, Miami shores, Fr • ' . - • • • Phone No: 305- 919 -7761, fax: 305- 919 -7731 Attention: Timot y Lab ID # Location 06 -1924 Addition of the house - building footers - West side, Center area 06 -1925 Addition of the house - building footers - North side, Center area 06 -1926 Addition of the house - building footers - East side, Center area 06 -1927 Addition of the house - building footers - North side, Center area 4.1 Laboratory Identification Number 06 -1924 06 -1925 06 -1926 06 -1927 WW Test Number 1 2 3 4 Depth in Inches 12" 12" 12" 12" Field Density LB /Cu Ft. (Dry Density) 'j ' 102.9 103.0 102.7 102.9 Moisture Contents. 4.5 4.9 4.6 4.1 Maximum Density In the Field ( %) 98.3 98.4 98.1 98.3 Compaction Requirement by Specs % of Maximum Density 98% 98% 98% 98% 100% Maximum Density (Lab) 104.7 104.7 104.7 104.7 Proctor T 180 AASHTO Method C 06 - 186 06 - 186 06 - 186 06 - 186 _ Description of Material Fine silica sand with traces of yellow coral rock mix Back Fill Abbasi Sub grade WW Base rock Sampled By: Salahuddin Abbasi Tested By: Salahuddin Abbasi Optimum Moisture ( %) 7.3 Reported By ., Abbasi Checked By WW Typed By SP • • ••.• • • • ••• • All State Engineeriitig arid' Fesfing onsultants, Inc. TESTING LABORATORIES - ENGINEERI; - INSAECt7ON 3ER4'IOES - CI4EIv4I9'!S - DRILLING - ENVIRONMENTAL SERVICES 2380 West 78 Street Hialeah Florida 33016 Tel: (305) 888 - 3373 Fax: (305) 888 - 7443' Field Z3ensitv.l est.o( Con acted Soils • �� M It�tho�� D -292 1 Respectfully submitted by Wayne Webb .E.# 56701 1-` .1 h6 x ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. FFR 2 6 2007 Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. Date a MM. Client TCS Construction Corp. nur;:n Address r r^ 104.7 OW= till. 98.5 Address PIM • • Sample Location ILI MUMS RIM Soil Description PM Si SIIIIIIILIII Salah uddin Abbasi Re • orted to w a ■uIratval atr�r�>rarruutr.>ttuala lraiu ma mm ia r i NIMM fnl . ,. r aniiI MMAMIXIIM u • j ;AMAMAM W.rra mrnwlatraM W m Wit uazz I i NNW m \ r . ? ..,.. r NE Pal Pr aaar�ruata�I MI U NWIIIaa uNASIMIIui MIORAMARNMEAMMIAMMONO 'MEMM t/>•l IMP U , i u s A u url KIM ____ MAU 11larul � 1116 Ma uahau 1111111112 OW rnrur■ a[i a i 1 u__ ls iOU 1 ri :>auran i r Date February 23, 20% ,•,.. :.. •. • • � • Order Number 06 -156 Client TCS Construction Corp. 102.2 Address 16623 NE 19 AventT.1VMia,mi, F1.33162 104.7 Project SFR - addition •• '. . • • • • '. •. 98.5 Address 309 NE 99 Street, lyt}irt4 Tholes, rib 41 • • Sample Location Stock pile at the job site , Soil Description Fine silica sand with traces of yellow coral rock mix Sam, led b Salah uddin Abbasi Re • orted to Optimum Moisture ( %) % Moisture Dry Density 104.7 5.0 102.2 95% Dry Density 7.3 104.7 97.9% 9.8 98.5 L , Optimum Moisture ( %) 7.3 100% Max Dry Density 104.7 98% Dry Density 102.6 95% Dry Density 99.5 Gradation Test /Passing % "sieve 97.9% All State Englneeriyg •a L �ic:•Z•asting � LL onsulta ENVIRONMENT TESTING ERVICES • ET,J04 - SIR #MV . 2380 West 78 Street Hialeah Florida 33016 Tel: (305) 888 - 3373 Fax: (305) 888 -7443 ( FEB 2 6 2007 Laboratory Number: 06 -186 [ By Abbasi Tested By Checked By WW Typed By Abbasi SP PROCfQR CeillitAC.T1041 TEST TEST RESULTS Sample Number: The following compaction test was conducted in accordance with the standard methods for Moisture/ Density relations of soil using a 101b. Hammer and 18" drop A -ASHTO designation T- 180 -C. 106 104 102 100 98 • 96 5 6 Respectfully submitted by, Wayne l' ebb # 56701 2 ALL STATE ENGINEERING & TESTING CONSULTANTS, INC. 01 7 8 9 10 Should any subsoil conditions in the property (area) tested be found different from those encountered on the tested locations reported on our Density Test, All State Engineering & testing Consultants, Inc. is not to be held responsible. As a mutual protection to client, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from our reports is reserved. • ••• • • • • • .• • • • •. • • • • • • . . . • • • •.• • • • • • • • • • • .. • ••• • ••• • • • • • • • • .. • • • • • • • • . • •• • • • • • • • • • • • .... • •• ••• •• • • • • • . • •• .. • • • ••• ••• go4--101 imomzumi APR 0 3 2001 BY: ire, 3ag NE q 01 S} • • •• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• • • I • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • ••• • ••• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• LAW OFFICES SIEGFRIED, RIVERA, LERNER, DE LA TORRE & SOBEL, P.A. ANDREW HINKES DIIINKES@SIEGFRIEDLAW.COM VIA FAX # 305.756.8972 AND US MAIL Mr. Claudio Grande Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Dear Mr. Grande: 201 ALHAMBRA CIRCLE I SUITE 1102 I CORAL GABLES, FLORIDA 33134 MIAMI -DADE 305.442.3334 1 FAX 305.443.3292 1 TOLL FREE 800.737.1390 Re: TCS Contracting Roofing Subcontractor Permit December 4, 2006 REPLY TO CORAL GABLES OFFICE Imcmug la DECO 21i6 BY: The undersigned has been retained to represent TCS Contracting Corp. ( "TCS "), regarding the Project, located at 309 NE 99 Street, in Miami Shores, FL (the "Project "). TCS, as the Owner of, and General Contractor to, the Project employed M. Pierce Inc., ( "Pierce "), as its roofing subcontractor. However, because of deficient and defective performance by Pierce, TCS has chosen to replace Pierce on this Project. TCS notified Pierce via certified mail of its deficient performance and of TCS'S intent to change roofing subcontractor on the Project on or about October 19, 2006. A true and correct copy of this correspondence, including proof of service by certified mail, is enclosed herein. TCS recently learned that Pierce, through its counsel, J.R. Callahan, Esq., informed your office that Pierce would not "release its permit." TCS finds no basis in law, Florida Statutes or Iviiami Shores Village Ordinance for any subcontractor who was terminated from a Project to hold a project hostage by refusing to release its permit. It is essential that TCS be able to replace Pierce as the roofing contractor to complete the Project. However, Miami Shores Village to date has denied TCS'S request to change Pierce as its roofing contractor. Allowing Pierce to block TCS from obtaining a legally authorized subcontractor to complete the roofing work on the Project is causing TCS serious financial damage, delaying the completion of the Project, and is increasing TCS'S carrying costs. Further, Pierce has considerable civil remedies available to it pursuant to Florida Statutes, none of which require interference in TCS'S good faith efforts to complete its Project. BROWARD 1 8211 WEST BROWARD BOULEVARD 1 SUITE 250 I PLANTATION, FL 33324 1 954.781.1134 WEST PALM BEACH 1 NORTHBRIDGE CENTRE 1 51.5 NORTH FLAGLER DRIVE 1 SUITE 701 1 WEST PALM BEACH, FL 33401 1 561.296.5444 1 Mr. Claudio Grande December 4, 2006 Page 2 In an effort to allay any concerns by Miami Shores Village, TCS herein agrees to indemnify and hold harmless Miami Shores Village for any liability it may incur as a result of the release of the roofing subcontract permit held in the name of M. Pierce, Inc., and issuance of such permit in the name of another qualified entity to perform the remaining scope of roofing work as necessary to safely and properly complete this Project. AH Enclosures: Please call me at 305- 442 -3334 to discuss a swift resolution to this issue. Very Truly Yours, SIEGFRIED, RIVERA, LERNER, DE LA TORRE & SOBEL P.A. Andrew Hinkes, Esq. VIA Certified Mail 7002 2030 000591927597 October 19, 2006 Steve Martin M. Pierce, Inc. 12319 SW 133 Court Miami, FL 33186 RE: Change of Contractor Dear Steve; As you know, your contract was terminated (with cause) for non - performance and negligence. Specifically, on two occasions you left the roof open to the elements, which result in thousands of dollars in damage. Ten days after you have received this letter we will be moving forward with our new contractor to complete this project. GOVERN YOURSELF ACCORDINGLY Timothy Smith Presiden TCS CONT TIN RP. CC: Elisabeth Kozlow, Esq. Michael Kurzman, Esq. File /pierce /0493/10day 16623 N.E. 19 AVENUE • MIAMI, FL 33162 • TEL 305 -919 -7761 • FAX 305 -919 -7731 vvww.tcsccorp.com NORTH MIAMI BCH BRANCH USPS North Miami Beach, Florida 331609998 1158540123 -0096 10/19/2006 (800)275 -8777 09 :18:52 AN Product Description Sales Receipt Sale Unit Qty Price MIAMI FL 33186 First -Class 0.60 oz. Return Rcpt (Green Card) Certified Label #: Issue PVI: Total: Paid by: Cash Change Due: Bill#: 1000402092901 Clerk: 22 Namegesssa Final Price $0.39 $1.85 $2.40 70022030000591927597 $4.64 $4.64 $10.00 -$5.36 All sales final on stamps and postage. Refunds for guaranteed services only. Thank you for your business. Customer Copy Complete items 1, 2 and,3. AIso complete item 4.1f PieetriCied Delivery Is deslred •:.Print your name and address on the reverse so that we can return the card to you III Attach this card to the back of the matipiece;. or on the front if space perinits 1. Article Addressedto : :'; 2. ArtiClo Number. (transfer from service label) . PS Forsnl3811 ? 2004 r` [f' to r•- Iv 0 o Ln 0 m ru ru 0 70D2 .; 203[1; °0005 Domestic; Rehm Receipt U.S. Postal Service.; CERTIFIED MAIL) RECEIPT ' (Domestic Marl Only;; No Insurance Coverage Provided) _For.delivety. information` visitourwebsiteatwww.usps.coma ' Postage Certified Fee Return Redept Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fess Sent o 3`tree4 Apt Na; or PO Box No. I SW 1+33 C. Fi- 331$j City, State, ZJP+4 �t A- PS EOM, aim; June 2 D02'�`: See .Reverse for'Instructions SENDER: COMPLETETHIS SECTION COMPLETE THIS SECTION ON A. Signature . D. Is delivery address different from item 1?. If YES, enter delivery address below:' ' : Q No' 9192: 7597 C. Date o I Delivery tlb . Service Type :. �Ceriifled Mall 0 Expnss Mail ❑ Registered; Return Receipt for Merchandise 0 Insured Mail 0 C.O.D: 4; Restricted Delivery? (Extra Fee) .102595-02 -M -1540 ti 1 ALL STA E ENGI.t LRING:AND TESTING O:O�; TS� $C.• TESTING LAS ORATORIB3•¢NGLNERR iNsrscii9N sti ; VICE,r S emrsT•AR1k4 � ENV'RQre.I • Alfs.a tictf • • • • "• • • • • • •• September 17, 2004 Tower Contracting Corp. 16623 N.E. 19 Avenue North Miami Beach, FI. 33182 Attn.. Diego Sarmiento RE. subsurface investigation for property located at 309 N.E. 99 street, Miami Shores, Florida. Dear Sin • • ••• • • • •�•' • •.: __.. !.. • • • . + , �.. -.. r _...__. .. • . • O . . '• ......... • •• . • • ' . . • •• Pursuant to your authorization, All State Engineering & Testing Consultants, Inc.(ASETC), conducted a subsurface Investigation at the above referenced project. The investigation wee performed on September 17, 2004, The purpose of the investigation was to develop preliminary Information about the site and the subsurface conditions existing at the proposed building locations In order to evaluate site preparation procedure and foundation design criteria. To achieve the desired objective one (1) standard penetration test boring test were performed and the logs are enclosed in this report. TEST METHOD;, The borings were conducted In accordance with procedures outlined for standard penetrations test and split spoon sampling of soils by ASTM Method D-1588. A two (2) feet two (2) inches O,D. Split Spoon Sampler was driven into the ground by successive blows with 140 Ib. Hemmer dropping thirty (30) inches. The sell sampler was driven two (2) feet M a time then extracted for visual examination and classification of the retelned soil samples. The number of blows required for one (1) foot penetration o t sampler le designated as 'N' (known as the standard penetration resl� ). "N' value provides an indication of the relative dens of non.cohe e s th nsistency of cohesive soils. Suitable corrections are applied to this num overburden pressure and other factors. A gen established correlation between "N' and the re 'd 999t'ahJ 2380:Wsat 71 strest Florida. 33016 P.O. BOX 6W HIalsah, Florida. 33001 . Phaini,..305r388.3373:Fax 3094B13B•7443 e effects of soli Is made from the ncy of soils. This dynamic method of soli testing has been •t= - by foundation engineers and architects to conservatively evaluate the g capacity of soils. A continuous drilling and sampling procedures was used therefore, the samples were taken at intervals of two (2) feet or at every change in eon characteristics. 1 2ua 01els IIQ WVOE: ti(10Z • •• ••• 500 /Z002) d2I0O DOIDVENO3 MAO' T.U. C 6T6 SOC XVd 96:GT um t002/ZZ /60 4 Page two • September 17, 2004 Tower Contracting • • ... •• •�. • • "...... -. � ....., -- _.,. • • ;,...... , • • • • •• • ••• • • • • • • ••• •• • • • • • • • • • : • • ••• .: • • • . • • • • • • • • •• The types of foundation materiel encountered have been visually clatalftel and q're; described In detail in the boring logs. The results of the field pensttat1Qn :teet>i presented In the boring loge In numerical forms. The average ground water leveret fie site was found at seven (7) feet zero (0) inches, below the existing surface (see logs). Fluctuation In the observed ground water level should be expected due to seasonal climatic changes rainfall variation, surface water runoff and other, specific factors related to the site in question FOUNDATION RECOMMENDATIONS Our recommendations are based on the Information as provided from the client as to the type of structure planned and on our subsurface Investigation performed on the proposed site. Our recommendations are as follows. 1 Clear entire building area plus 5' -0" outside the perimeter of contraction and remove all top 5011, and unsuitable surface material to the necessary depth, 2. Compact cleared area with a heavy vibratory roller, to a minimum compaction of 98% of the optimum dry density as per AASHTO T -180. Verify densification procedures by taking an adequate number of field density compaction test. The cleared area should be inspected prior to the commencement of the bcokflliing operation to ensure that all the unauitable material has been removed. 3. Beckfill building area, (if necessary) plus 5' -0" outside the permeter of the structure to the required elevation with a dean mixture of sand and lime rack fill (or approved fill material) in compacted layers not to exceed 12' in thickness, Compact each layer to a minimum of 98% of the optimum dry density as per AASHTO T180. Verify densification procedures by taking an adequate number of field density testa, especially by the footing area 4. Excavate footing trenches to the required depth from the ground elevation. 5. Compact the bottom of the footing trench to a minimum compaction of 98% of the optimum dry density as per AASHTO T -180. Verify densification procedures by taking an adequate number of field density compaction tests. pESIGN RECOMMENDATIONS: The above foundation recommendation having been achieved and verified we anticipate that the foundation and footings •e appropriately proportioned for a safe soil bearing capacity not to excee unds per square foot. The use of spread footings and single column pads a = ' sgested. A monolithic slab foundation may also be adopted, ••• • • ••• � •• • • •• C 'd 999ir'°W lfue a e.s 1 FJbI£ I'M 'N'deS 200 /COOL 44110D DMIDVEINOD H OI TC11 676 COC XVI 9C:LT 63A tOO / Z!60 ■ Page three . . . • . � • • • • • •• • September 17, 2004 • • ' . • . ' • • • so . Tower Contracting • 00 Car &js on: • . ; . .. •. : : • . • . : Regardless of the thoroughness of our geotechnical exploration there is always fi possibility that conditions on the subject property (site) may be different from those at the test locators Therefore, ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC,, is not responsible for any sub -soli conditions different from those reported In our boring logs. This report was prepared exclusively for the use of Tower Contracting, Inc. The conclusions provided by All State Engineering & Testing Consultants, Inc are based solely on the information presented in this report As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of.clrents, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining to this report. Sincerely yours, 9' Waceem Ouadri, P.E. #51481 Special Inspector Threshold bides. *1154 All State Engineering And Testing Consultants, Inc. Watbrn Town contrectet • • " . .. 4 ••• • • • • •s• • • • : • • • • t 'd 999t'CN Jsua ere ;s Ile IlViE:t tOR 6OO/b001 d2IOD 9MIL�6ZLLZ u0� EMO,L TOLL 616 SOC XVI LC:LT OA tOOZ /ZZ /60 CLIENT Tower Contracting .Qi : F ADDRESS 16623 N.E. 1P Ave, North Miami Beach, R. 33162 Report No. 1 ' "' PROJECT "TOFU, 990 scree Miami Shores Florida: 4 d1'e. +D, • . : 31 9117/04 Ad) • - ESS LOCATION (� 1 1" 1 18'4' north of the N.W. center of existin • house • = z, ■ • %M OM M : : , ti .� �.. .� • �� _IL_. 3 ' II ' o 4 MP & LT ;- �.: x l lay c� a 41 41 0'-0 to 0'-6 top %.6 ' um 0'•6" t o 2'.0" white medium su ar sand 0 ' 4 ' 8 4 9 3 2'-0" to 6-8" lig t rown medium sr ca s 5 4 4 2'.4' 5 4 9 5 4 3 6 S' -6" to 12-0 tan sandy lime rock 4 3 10 6 7 11 12 g 9'•8' 11 12 29 9 12 11 10 a' -1a 11 10 22 11 11 10 12 10 11 10 21 13 12' -0" to 30' -0" tan medium silica sand with lime rock 9 8 14 fragments 1714' 9 8 17 15 8 7 16 14'18' B 7 15 17 7 6 18 16'18 7 6 13 19 6 7 20 182' 7 8 14 23 8 8 22 2022 9 9 17 23 8 • 10 24 2224 10 9 20 25 9 8 F 24'20 9 8 17 8 7 28 2318 7 6 14 29 6 7 30 28'30 6 7 1 3 31 End of boring 30'•0 32 33 34 35 ..,... ..,..... ..,.., .r..- ...... °r.,,. .._ 200 /500e WATER LEVEL: 7 %0 below surface At Date:9/17/04 g 'd 2 • • ••. • 00 • •• • • • :. •• ••• • • • • • . 0 • • • • • • • • • • • • 0410 • • • • • • • •. • •4141 • STATE ENGINEERING AND TESTING CONSULTANT t; • •'; TESTING LABORATOpl65 N INEERl3• IK6PECTIONQ, EPIVIC>:'9•CMEST -0RdIJMG•ENVIR AC SERVICES • 2381141!ET 711 EMIT, HIALEAH, FLORIDA 33096 (30.7) aae.3373 TEST BORING REPORT • • . • • • • • • • • 00 : • 0. •• ••. 4141 • •.• • . • • • Ily Su bpi i aseem Qu drl, .E.#81481 As mutual protection to dents, the public; and ourselves, all reporb are submitted ae the denial property at diems, and authorization for publication of statements. Conclusions or e*aats from or regarding our reports is reserved perd+ng our written approval 4110 MIA Ile WtltE:ti t /OH 'EZ'das • .•• IUD OAI1OVK1I03 td3MOS TCLh 616 50C XV3 LC:LT 1OOZ /ZZ /60 • .• •. • •' JUAN CARLOS DAVID R.A. PROJECT: TIMOTHY SMITH RESIDENCE 309 NE 99 Street. Miami, FL TABLE OF CONTENTS. 1. MWFRS & Components and Cladding Calculations 2. Truss Reactions 3. Concrete Slab Design 4. Masonry Design 5. Beam Design 6. Steel Beam design • • ••. • • •• • •• • • • • .. •• ••• • • • • • • • •. • • • • . • • • • • • • • • • • • • • ▪ • • • • . • • • • • • • ... ••• • • • • • • • • • .. • • • • • •.• •. • • ' 5 ; ; • .. . • • • • • • •I II ... • • ' • • . . . . . . ; • • Project Name: E: \JCD \Smith \mwfrs.wls Timothy Smith Resider] Location: 309 NE 99 Street. Miami, FL By: Start Date: 12/16/2004 Comments: ASCE 7 -98 Kd =1.0 • • ••••• • • • • '• • •• • • • • • ••• • • • • • • • ••• • • • • • .• • • • . . • • • • • • • • • • • • • • •• • • • • • • • ••• • • C • ••.••• • r • • ••• • • ••• • S. • • • • •• •: • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • *: • • • •• ••, •• • • • • • • • • • • • • • • • • • • • • ••• ••• •• • • • • • Project Name: Timothy Smith Residence : • .., •••• : : : •••.• :• E: \JCD \Smith \mwfrs.wls Location: 309 NE 99 Street. Miami, FL By: Start Date: 12/16/2004 Comments: ASCE 7 -98 Kd =1.0 •• • • • • S ••• ••� Timothy Smith Residence Local Information 'Wind Dir. Exposure 1 C. 2 C 3 C 4 C Basic Wind Speed: 146 mph Topography: None Optional Factors This project uses load combinations from sources other than ASCE 7. • • ••• •• •• • • • • • •• •• ••. • • • • • ••• • • • • • D'ecen3bbr 1 ,, 0 04 •; • •• •• • •• • •• • • • ••••• •• • • • •••• • ••• ••• • ••• • • • • • • • • • • •• ••• •• • .• • • • • • • • •• • •• • • • • • • • •• • • • Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 1 of 7 Timothy Smith Residence Section - Main Section Enclosure Classification: Enclosed Building Category: II Wall 1 2 3 4 Wall Height: 18 ft Parapet Height: 0 ft Roof Shape: Gabled Roof A &B Length(ft) 40.0 28.83 40.0 28.83 Slope(:12) 4.0 Overhang(ft) 0.0 0.0 0.0 0.0 • • ••. • ••••• • • • •• • •• • • •••.• • • Decarriber 1?, g004 • • • . • ••. • •. • • . • • • . • ;; : . • • • •• co • ••• •.• ,• • • . • • 00 0 ••• .• • • : : : : • • •• '. • . • , , • • • • • •• • • • ••••••• W1 A W2 W4 B W3 Top Wi A B W4 W3 Front W3 W4 Right W2 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 2 of 7 Timothy Smith Residence Composite Drawing 1 A Wind Loads on Structures Copyright © 2000 SDG, Inc. B 3 • ••• • ••. • • •• • . • • •• •• '•• • ••. : 1 cdnib @r 1 , AO4 • • • • • • • . • • • • • . .• • • • • • • • • • • •••• . ... ••• • • • • • • • • • •• ; • o • • • •• • OO . • • . • • • • • • • • • • ••••• Page 3 of 7 Timothy Smith Residence Wind Direction 1 MWFRS Net Pressures • This data was calculated using the building of all heights method. • • ••• • ••. •• • • • •:. •• • ••• • • • • .•• • • : D &c rier 1 •, 3.04 •••: • ••• • • • • • • • ••• ••• ••• • • • • • • • .. •• •S. : ; ; • • •• •. • •• • • • • • ••• •• • # I Surface I (ft) I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 1 Windward Wall 8.0 16.0 18.0 46.3 0.88 0.80 0.18 32.6 47.0 33.1 48.1 33.9 23.7 24.2 25.0 41.5 42.0 42.8 2 Side Wall 20.4 49.4 0.88 -0.70 0.18 -30.4 -39.3 -21.5 3 Leeward Wall 20.4 49.4 0.88 -0.50 0.18 -21.7 -30.6 -12.8 4 Side Wall 20.4 49.4 0.88 -0.70 0.18 -30.4 -39.3 -21.5 A Windward Roof 20.4 49.4 0.88 -0.62 0.18 -27.0 -35.8 -18.1 B Leeward Roof 20.4 49.4 0.88 -0.58 0.18 -25.2 -34.1 -16.3 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 4 of 7 Timothy Smith Residence Wind Direction 2 MWFRS Net Pressures This data was calculated using the building of all heights method: • • • ••• • ••. •• • • • • ••. .; • ••• • Dice2nr 17: 2004 • • • • •••: • •• •••. • • ••• ••• • • • • • • . •. :: •• . . • .••. • • • • • • • • • • . • •• • ••.•••.• # 'Surface z (ft) I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi ( psf)I Net w1 -GCpi (psf) 1 Side Wall 20.4 49.4 0.89 -0.70 0.18 -30.8 -39.7 -21.9 2 Windward Wall 8.0 46.3 0.80 33.0 24.1 16.0 47.0 33.5 24.6 20.4 49.4 35.2 26.3 22.8 50.6 36.0 27.1 3 Side Wall 20.4 49.4 0.89 -0.70 0.18 -30.8 -39.7 4 Leeward Wall 20.4 A &B Roof 0 to 10.2 10.2 to 20.4 20.4 to 40.0 49.4 0.89 -0.42 0.18 -18.5 -27.4 -9.6 49.4 0.89 -0.91 0.18 -40.0 49.4 -0.90 -39.6 49.4 -0.50 -22.0 -48.9 -48.5 -30.9 41.9 42.4 44.1 44.9 -21.9 -31.1 -30.7 -13.1 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 5 of 7 Timothy Smith Residence Wind Direction .3 MWFRS Net Pressures This data was calculated using the building of all heights method. ▪ • ••• .•. •• ; • • .. •• ••• . •••.• • • • • • Dec etT r 17: 2 O4 • • . • . •• ••• •• • • • • • • • • • • • • • •. ••• •••. •• ••• • . S . • • ••• • . . . ; • • • . . • • • . 00 0 • • • • • • • • • • • • # 'Surface z (ft) ' I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi (psf)I Net w/ -GCpi (psf) 1 Leeward Wall 20.4 49.4 0.88 -0.50 0.18 -21.7 -30.6 -12.8 2 Side Wall 20.4 49.4 -0.70 -30.4 -39.3 -21.5 3 Windward Wall 8.0 46.3 0.88 0.80 0.18 32.6 23.7 41.5 16.0 47.0 33.1 24.2 42.0 18.0 48.1 33.9 25.0 42.8 4 Side Wall 20.4 49.4 0.88 -0.70 0.18 -30.4 -39.3 -21.5 B Windward Roof 20.4 A Leeward Roof 20.4 49.4 0.88 -0.62 0.18 -27.0 -35.8 -18.1 49.4 0.88 -0.58 0.18 -25.2 -34.1 -16.3 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 6 of 7 Timothy Smith Residence MWFRS Net Pressures This data was calculated using the building of all heights method. Wind Direction 4 • • ••• • .•. •• • • • • • • .. • :• • • ••••• • •DeaeMDe7 17: Z¢Q4 • • • • •• •• •• S • .. • • • • • . • • • • • • • •. • • • • • ••• • •• • • ••• • • • • •• • ; • •• ••• • •• • • . . • • • • • •• • • • • • • •• • •• • # I Surface I z (ft) • I q (psf) I G I Cp I GCpi I Ext Pres (psf)I Net w/ +GCpi ( psf)I Net w/ -GCpi (psf) 1 Side Wall 20.4 49.4 0.89 -0.70 0.18 -30.8 -39.7 -21.9 2 Leeward Wall 20.4 3 Side Wall 20.4 49.4 0.89 -0.70 0.18 -30.8 -39.7 -21.9 4 Windward Wall 8.0 16.0 20.4 22.8 A &B Roof 0 to 10.2 10.2 to 20.4 20.4 to 40.0 49.4 -0.42 -18.5 -27.4 -9.6 46.3 0.89 0.80 0.18 33.0 47.0 33.5 49.4 35.2 50.6 36.0 49.4 0.89 -0.91 0.18 -40.0 49.4 -0.90 -39.6 49.4 -0.50 -22.0 24.1 24.6 26.3 27.1 - 48.9 - 48.5 - 30.9 41.9 42.4 44.1 44.9 - 31.1 -30.7 - 13.1 Wind Loads on Structures Copyright © 2000 SDG, Inc. Page 7 of 7 REACTIONS ON TRUSSES AND GIRDERS Timothy Smith Residence 309 NE 99 St.Miami, FL RESULTS ' Ridge Gravity (lbs.) Rag Rbg • Uplift (lbs.) 12/15/04 p DL = 25 LL = 30 psf • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •� •• '•• • .. •• • • • • : • • • • • : • • • • • • • • • • • • • • • • • • • • • • • • • •• • : ' • ' • • • • • •. ••' • • '•' • • ••• ••• TWO WAY SLAB DESIGN Project: Timothy Smith 309 NE 99 St. Miami, FL Order: Date:12/15/04 Eng.:OL r111 Column A M E co a) m Column C Beam 1 I ! 6 n r Span in x direction, Ix (ft) = Span in y direction, ly (ft) = Beam width in x direction, bx (in) = Beam width in y direction, by (in) = Column width in x direction, bcx (in) = Column width in y direction, bcy (in) = 8 16 28 14 8 8 Beams Concrete Strength, fc (psi) = 4000 Columns Concrete Strength, (psi) = 4000 Slab Concrete Strength, (psi) = 4000''''' tCA410 �r r h (in.) = 6.84444444 Beam 2 Ix USE h (in.) = 7 rc-20:xo N Beam No. 1 2 3 4 bw (in.) 12 hb (in.) 13 (in.) 7 bf (in.) 38 yc (in.) 12.8 lc (in4) 13116.3 12 7 38 12.8 13116.3 12 13 7 38 12.8 13116.3 12 13 7 38 12.8 13116.3 C Dlumn B E w a) m Column D. bf • . • '• • . , ; • • .. •. ••• • • • • ... • • • • • • • • • •.. • • • • • • ' • • . • • ' • : • . • • .. .. • • -e • •• • • • • • • • *So II • Longer /shorter span, (3 = Ec (psi) = 3604997 Ec (psi) = 3604997 Ec (psi) = 3604997 Yield Strength of Steel, fy (psi) = 60000 Es (psi) = 29000000 • • • • • • • • • • • • bw 45 2.00 I� hf hb •• • . Teo ia'` - Strips paralell to X axis Strips paralell to Y axis Is (in4) = Is (in4) = 4802 9604 y 2.05 h (in.) = 6.78 USE h (in.) = 7 Loads Misc. Load (psf) = 25 Live Load (psf) = 40 Dead Load (pcf) = 150 Clear span Clear span, Inx (ft) = 27.33 Clear span, Iny (ft) = 18.2 (Checking shear at face of interior support Factored shear, Vu (lb /ft) = 2359.9 Slab depth, d (in) = 6 Concrete shear 0.85Vc = 7741.3 Check Vu < 0.85Vc Correct X - Direction Factored load, wu (psf) 225.50 12/11= 0.50 a1 = 2.73 a1(12/I1) = 1.37 Statical Moment, Mo = 294828.72 Y - Direction 225.50 2.00 1.37 2.73 261431.17 JNegative Positive Negative Positive Moment Dist. Factor 0.65 0.35 0.65 0.35 Factored Moments 191638.669 103190.053 169930.261 91500.91 Coeff. for column strip 0.9 0.9 0.45 0.45 Total column strip mom Coeff. for Beam Mom. 0.85 0.85 0.85 0.85 Beam Moment Column Strip slab mom. Coeff. for middle strip 0.1 0.1 0.55 0.55 Total middle strip mom • • ••. • . •. •• • • • • • • • • . . • • • • • ••• • • • • • • •.. • • • • • • . . • • • ••; • •• • . • • • • S • • • • •• • • • •• • ••• ••• • ••• • • • • • • • • • .• • , • . • ••• • • • , •• •• • .• •• • • •• • • • • • • • 000 • • Column Dimensions (in.) Column A B C D X- Direct. 8 8 8 8 Y - Direct. 16 16 16 16 X - Direction Cover (in) = Cover (in) = , 0.75 Bar Size # Column Strip Middle Strip Support Column Strip - Middle Strip 12744.8 Support 103846.3 Midspan . Support ` Midspan Nominal Moment Mn =M /(1) 28745.8 ' 15478.5 21293.2 11465.6 Slab Strip width (ft) • 3.8 59340.7 • 3:8 7.0 7.0 Mn per 12" (lb -in) 89986.9 5.6 48454.5 36502.6 19655.2 Eff. Depth of slab (in) = 5.6 0.039 5.6 5.6 5.6 Mn /bd2fc 0.059 0.0400 0.032 0.024 0.013 Ratio (Asfy /bdfc) = 0.0615 0.23 0.0325 0.0244 0.0130 Steel area, As (in2) = 0.28 0.23 0.23 0.23 Steel spacing, s (in) _� 0.31 0.31 Check p < 0.75pb O.K. Asprovided (in2) = 0.31 O.K. 0.31 0.31 0.31 Check p < 0.75pb O.K. O.K. O.K. O.K. Y - Direction Cover (in) = 0.75 Bar Size # 5 5 5 5 Column Strip Middle Strip Support Midspan I Support Midspan Nominal Moment Mn =M /4 12744.8 6862.6 103846.3 55917.2 Slab Strip width (ft) 3.8 3.8 21.0 21.0 Mn per 12" (lb -in) 39896.7 21482.8 59340.7 31952.7 Eff. Depth of slab (in) = 5.6 5.6 5.6 5.6 Mn /bd2fc 0.026 0.014 0.039 0.021 Ratio (Asfy /bdfc) = 0.0267 0.0143 0.0400 0.0213 Steel area, As (in2) = 0.23 0.23 0.23 0.23 Steel spacing, s (in) _?% Asprovided (in2) = 0.31 0.31 0.31 0.31 Check p < 0.75pb O.K. O.K. O.K. O.K. (Design Slab Reinforcement DESIGN OF MASONRY Project: Timothy Smith Residence JUAN CARLOS DAVID R.A. 12/15/2004 FULLY GROUTED WALL fm, Prism. Strength of Wall [psi] T, Actual Thickness of Wall [in] d, Distance to Center of Flexural Reinforcement [in] #, Bar Number s, Bar Spacing [in] As, Area of Steel [inA2/ft] Es, Modulus of Elasticity of Steel [ksi] Em, Modulus of Elasticity of Masonry [ksi] n, Ratio of Moduli of Elasticity [ -] p, Reinforcement Ratio [ -] k, Location of Neutral Axis [ -] Ms, Allowable Moment Based on Strength of Steel [lb -ft/ft] Mm, Allowable Moment Based on Strength of Masonry [lb-ft/ft] M, Allowable Moment in Wall [lb -ft/ft] 8" HOLLOW, INFILL MASONRY PARTITION WALL WITHOUT BRACE AT TOP Assume interior partition wall cantilevers up from slab below Applied live load on the wall surface is 5 psf Resulting moment about the base is 5*HA2/2 Allowable flexural tensile stress in mortar joint is 25 psi Section modulus of un- reinforced wall is 81.0 inA3/ft (face shells only) Cross - sectional area of un- reinforced wall is 30.0 inA2/ft (face shells only) Section modulus of un- reinforced wall is 87.6 in ^3 /ft (full mortar bed) Cross - sectional area of un- reinforced wall is 41.5 inA2/ft (full mortar bed) Unit weight of hollow masonry wall is 60 psf Full mortar bed below the first course (per ACI 530 and Structural Notes) (5 *H ^2/2)/87.6 = (60 *H)/41.5 +25 H =10.9 ft Face shell mortar bed above the first course (per ACI 530 and Structural Notes) (5 *(H- 0.66) ^2/2)/81.0 = (60 *(H- 0.66))/30.0 +25 H =12.0 ft Therefore, interior masonry walls up to 10.9 feet in height do not require bracing. • • ••• • • • • • • .•. • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • . • • • , • . • • • • • • • • O. • • • • • • • , • • • • • • ••. ••• ' • • • • . , • • • • • . • • • • • • • .5. • • .. • • • • • • • • • ' • • • • • • • •. S. . • '•' • • ••• 55 fm =1500 I S • • A r weight 8 "c /c 443 116 91.5 2.21 89 16 "c /c 379 99.3 62.0 2.43 62 24 "c /c 355 93.2 51.3 2.53 56 32 "c /c 344 90.1 46.0 2.59 54 40 "c /c 337 88.3 42.8 2.63 52 48 "c /c 332 87.1 40.7 2.66 51 56 "c /c 329 86.2 39.1 2.68 50 64 "c /c 326 85.6 38.0 2.70 50 72 "c /c 324 85.0 37.1 2.71 49 hollow 309 81.0 30.0 2.84 46 fm =1500 #4 #5 #6 #7 8 "c /c 1282 1459 1600 1721 16 "c /c 1014 1177 1305 1413 24 "c /c 693 1026 1156 1266 32 "c /c 526 804 1049 1164 40 "c /c 424 649 907 1082 48 "c /c 355 545 762 1014 56 "c /c 305 467 653 869 64 "c /c 267 408 572 761 72 "c /c 238 363 508 676 SECTION PROPERTIES OF 8" PARTIALLY GROUTED MASONRY WALL (FACE SHELL MORTAR JOINTS) unit weight of concrete = 135 pcf radius of giration based on cross section thru masonry units all other properties based on cross section thru mortar joint FLEXURAL CAPACITY OF 8" PARTIALLY GROUTED, REINFORCED MASONRY WALL (BARS CENTERED) (NOT INCLUDING INCREASE IN ALLOWABLE STRESS) PER 'CONCRETE MASONRY DESIGN TABLES' 2000 masonry stress governs above solid line • • ••• • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • ••• • • • • • • •• • ••• • • .. • • • • • • . • • • • • • • • • • ••. .• . • • • : . • • • • • • ••• • 0• . . • ,• •.• •• • ••• . . ' • ' • •• • • • •. • • fm =1500 I . S A r • weight 8 "c /c 443 116 91.5 2.21 89 16 "c /c 379 99.3 62.0 2.43 62 24 "c /c 355 93.2 51.3 2.53 56 32 "c /c 344 90.1 46.0 2.59 54 40 "c /c 337 88.3 42.8 2.63 52 48 "c /c 332 87.1 40.7 2.66 51 56 "c /c 329 86.2 39.1 2.68 50 64 "c /c 326 85.6 38.0 2.70 50 72 "c /c 324 85.0 37.1 2.71 49 hollow 309 81.0 30.0 2.84 46 fm =1500 #4 #5 #6 #7 8 "c /c 1282 1459 1600 1721 16 "c /c 1014 1177 1305 1413 24 "c /c 693 1026 1156 1266 32 "c /c 526 804 1049 1164 40 "c /c 424 649 907 1082 48 "c /c 355 545 762 1014 56 "c /c 305 467 653 869 64 "c /c 267 408 572 761 72 "c /c 238 363 508 676 SECTION PROPERTIES OF 8" PARTIALLY GROUTED MASONRY WALL (FACE SHELL MORTAR JOINTS) unit weight of concrete = 135 pcf radius of giration based on cross section thru masonry units all other properties based on cross section thru mortar joint FLEXURAL CAPACITY OF 8" PARTIALLY GROUTED, REINFORCED MASONRY WALL (BARS CENTERED) (NOT INCLUDING INCREASE IN ALLOWABLE STRESS) PER 'CONCRETE MASONRY DESIGN TABLES' 2000 masonry stress governs above solid line • • ••• • •• ••• • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • •• • • • • • • • • • • • • • • • • • • • '• • • • • .. • ... ••• • • • • • • •�' • .. • . • • •. • •9'' • • '•' • • 5•• .•• FIXED WALL L, Length of Wall [ft] H, Height of Wall [ft] f m, Prism Strength of Wall [ksi] t eq., Equivalent Thickness of Wall [in] P, Force on Wall [k] At Deflection at Top of Wall [in] Rf, Rigity of Fixed Wall [1 /in] 8" MASONRY WALL SPANNING IN LATERAL DIRECTION (Chapter 6 ACI 530/88) fm =1,500 psi Portland cement type mortar type M or S. Allowable flexural tensile stress in mortar in a direction parallel to bed joints in running bond masonry is 50 psi for hollow masonry and increases linearly to 82 psi for fully grouted masonry (Table 6.3.1.1.) . Section modulus of the wall based on 1 1/4" wide mortar head joints (ACI 530.1, Section 2.3.3.3.3.) is 81 inA3 /ft. Thus the allowable transverse moment in wall is 50 x 81 / 12 = 338 #- Ibs /ft. wl ^/8 (maximum moment) with 31 psf wind load, lateral span of wall is 9.3 feet. • S. •• • • • • • • • •. •. .•. • • • • • • • • • • ••. • • • • • • •.. • • • • • • • • • • • • • • •. • • • ••• • • . • ' .• • • •• • • • •• • • • •• •.• o • • • • . ••' t • ' • • • • • . �• • • • • 8 "c /c 7.63 16 "c /c 5.17 24 "c /c 4.28 32 "c /c 3.83 40 "c /c 3.57 48 "c /c 3.39 56 "c /c 3.26 64 "c /c 3.17 72 "c /c 3.09 hollow 2.50 FIXED WALL L, Length of Wall [ft] H, Height of Wall [ft] f m, Prism Strength of Wall [ksi] t eq., Equivalent Thickness of Wall [in] P, Force on Wall [k] At Deflection at Top of Wall [in] Rf, Rigity of Fixed Wall [1 /in] 8" MASONRY WALL SPANNING IN LATERAL DIRECTION (Chapter 6 ACI 530/88) fm =1,500 psi Portland cement type mortar type M or S. Allowable flexural tensile stress in mortar in a direction parallel to bed joints in running bond masonry is 50 psi for hollow masonry and increases linearly to 82 psi for fully grouted masonry (Table 6.3.1.1.) . Section modulus of the wall based on 1 1/4" wide mortar head joints (ACI 530.1, Section 2.3.3.3.3.) is 81 inA3 /ft. Thus the allowable transverse moment in wall is 50 x 81 / 12 = 338 #- Ibs /ft. wl ^/8 (maximum moment) with 31 psf wind load, lateral span of wall is 9.3 feet. • S. •• • • • • • • • •. •. .•. • • • • • • • • • • ••. • • • • • • •.. • • • • • • • • • • • • • • •. • • • ••• • • . • ' .• • • •• • • • •• • • • •• •.• o • • • • . ••' t • ' • • • • • . �• • • • • 12 -16 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Vg _ 8:55:21 PM Licensed to: Licensee name not yet specified. • . •• • •• �: ••• �•• • • • • • • ••• ••• • • ' • • • • • Project : Smith Date : 12/08/04 File Name : C: \PROJECTS \JCD \SMITH \2B1.BMS Engineer : OL Beam ID : 2B1..2B3 Design Code : ACI 318 -89 Unit System : U.S. in -lb Moment Redistribution : Not Considered Infinite rigid beam - column joints in analysis : Considered Reinforcement : NUMBER OF SPANS : 5 TABLE -INP.1 GENERAL INFORMATION Run Option : Design TABLE -INP.2 MATERIAL PROPERTIES Beam Concrete Type Normal Weight Unit Weight , Wc = Compressive Strength , f'c = Tensile Strength , fct = Modulus of Rupture , fr = Modulus of Elasticity , Ec = Column Concrete Type : Normal Weight Unit Weight , Wc = Compressive Strength , f'c = Tensile Strength , fct = Modulus of Rupture , fr = Modulus of Elasticity , Ec = 150.0 ( pcf) 4.0 ( ksi) 423.7 ( psi) 474.3 ( psi) 3833.8 ( ksi) 150.0 ( pcf) 4.0 ( ksi) 423.7 ( psi) 474.3 ( psi) 3833.8 ( ksi) Yield Strength (Long.) , fy = 60.0 ( ksi) Yield Strength (Tran.) , fyv = 60.0 ( ksi) Modulus of Elasticity , Es = 29000.0 ( ksi) TABLE -INP.3 BEAM GEOMETRY TYPE : Interior EXPOSURE : Interior • • ••• • • •• •• ••• •• ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • '• i : • . •• ••• •• • : i • : o o o • o : • • • • • s • tom• -� - - • • • • • • • ••• ••' Time : 05:45:57 SPAN TOTAL MINIMUM TOTAL SECTION TOTAL - -- WIDTH - -- NUM LENGTH DEPTH INERTIA * TYPE DEPTH LOC. TOTAL EFFECTIVE (ft) (in) (in"4) (in) (in) (in) 2 14.00 8.00 .803499E +04 Tbm Web 16.00 8+00 • 8.40 .,, Flge 8.00 Left 84.00 21f 0 • • • . ••• Rght a 00 • 8.D0 • • i i 11•• 3 14.00 8.00 .803499E +04 Tbm Web 16.00 8.00 8.Ub • • . Flge 8.00 Left 84.00 21.00 .Rght 8,d0 :.8..00. ..• .. 4 13.50 7'.71 .803499E +04 Tbm Web 16.00 • 88.4 ;•' 9 • .40. • ;• •, Flge 8.00 Left 84.0 ::20.25: : • Rght 8.0D • 8.00 • ••• ••• { *} Moment of inertia selected for structural analysis COLUMN STIFFNESS NUMBER FACTOR ( % ) TABLE -INP.4 COLUMN GEOMETRY TOTAL SECTION -- COLUMN -- HEIGHT TYPE DEPTH WIDTH (ft) (in) (in) 1 100 Top 8.5 Rect 8.0 16.0 100 Bot 8.5 Rect 8.0 16.0 2 100 Top 8.5 Rect 8.0 16.0 100 Bot 8.5 Rect 8.0 16.0 3 100 Top 8.5 Rect 8.0 16.0 100 Bot 8.5 Rect 8.0 16.0 4 100 Top 8.5 Rect 8.0 16.0 100 Bot 8.5 Rect 8.0 16.0 TABLE -INP.5 VERTICAL SUPERIMPOSED AND PARTIAL LOADS SPAN - - -- DEAD L O A D S - - -- - - -- L I V E LOADS - - -- NUM. TYPE LOAD DISTANCE TYPE LOAD DISTANCE (ft) (ft) 2 Sup 30.0 ( psf) Sup 40.0 ( psf) Slf 833.3 ( plf) 1 Unf i 520.0 ( plf) .3 j 520.0 13.7 3 Sup 30.0 ( psf) Sup 40.0 ( psf) Slf 833.3 ( plf) 1 Unf i 520.0 ( plf) .3 j 520.0 13.7 4 Sup 30.0 ( psf) Sup 40.0 ( psf) Slf 833.3 ( plf) • • •• • • • • • •• ••• • • • • • • • • • • • • • • • • • • • • •• • • • • • PATTERN 1 Unf i 520.0 ( plf) j 520.0 Total Unfactored : Dead Load = 60.895 kips Live Load TABLE -INP.8 LOADING COMBINATIONS AND PATTERNS LOADING COMBINATION 1 U1: 1.40(D) + 1.70( 75% L) 2 1.40(D) + 1.70( 75% L) 3 1.40(D) + 1.70( 75% L) 4 1.40(D) + 1.70(100% L) .3 • • • . • • • ••• • •. 10.0 • ` • • • • • • • i t . • . • • • ••• • • • ••• • ••• • • • TABLE -DES.1 REQUIRED LONGITUDINAL REINFORCEMENT AT CRITICAL SECTIONS SPAN CRITICAL EFFECTIVE NUM. SECTION WIDTH DEPTH (ft) (in) (in) 2 .33 8.00 14.19 Top 29.00 14.13 Bot 5.95 Top Bot 13.67 Top Bot 3 .33 8.00 14.19 Top 29.00 14.13 Bot 7.00 Top Bot 13.67 Top Bot 4 .33 8.00 14.19 Top 28.25 14.13 Bot 7.76 Top Bot 13.17 Top Bot REQUIRED LOAD REQUIRED LAYER - BAR - Mu PTRN STEEL AREA DIST. No. SIZE (ft -k) (sq.in.) (in) 8.5 4 .0 0 .0 0 33.6 4 49.6 4 .0 0 46.8 4 .0 0 .0 0 17.6 2 43.3 4 .0 0 45.4 4 .0 0 .0 0 29.6 4 7.2 4 .0 0 = 12.113 kips LIVE LOAD DESCRIPTION Two Adjacent Spans Loaded Alternate Odd Spans Loaded Alternate Even Spans Loaded All Spans Loaded .38 Min .38 Min .38 Min .53 .83 .38 Min .78 .38 Min .38 Min .38 Min .72 .38 Min .76 .38 Min .38 Min .47 .38 Min .38 Min {g} Maximum spacing limits require additional flange reinforcement • • .•• • S. . •• • • • t• .• • • .•. • • • • • ... • • • • • • • • • • • • • • .0* . • • • • • ., •is - ii - - �•. .• • • • • •.• • • • • .• • • • • • .' ' • • . : • . • • • • • • ••. .. 1.8 2 # 5 {g} 1.9 2 # 5 1.8 2 # 5 {g} 1.9 2 # 5 1.8 3 # 5 1.9 2 # 5 1.8 3 # 5 1.9 2 # 5 1.8 2 # 5 {g} 1.9 2 # 5 1.8 3 # 5 1.9 2 # 5 1.8 3 # 5 1.9 2 # 5 1.8 2 # 5 {g} 1.9 2 # 5 1.8 2 # 5 {g} 1.9 2 # 5 • • TABLE -DES.7 PROVIDED SHEAR REINFORCEMENT AND CAPACITY • • 00• • •' • : - - i - = . - - -• -- . • ••• SPAN BEAM SEGMENT DESIGN Vu/ LOAD STIRR�J4 S �: • • • :' • NUM. START END f(Vn) f(Vn) PTRN LEGS No. SIZE SPAC'IN3 • • • (ft) (ft) (kips) ( % ) (in) ••! • • S y • •' `••• •• • • 2 .583 13.417 34.79 ( 55) '4 2 L 22 # 3.t • • •7 • ' 3 .583 13.417 34.79 ( 46) 4 2 L 22 # 3 @ 7.0 4 .333 13.167 34.79 ( 32) 4 2 L 22 # 3 @ 7.0 * Program completed as requested * • • ••• • • •• • • • • • • •• ••. • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • 12 -16 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg ••� 9:23:11 PM Licensed to: Licensee name not yet specified. • • •• • •: • • • • �• • �• • • • • • • • • • • • ••• ••• ••• ••• • • • •• • • • • TABLE -INP.1 GENERAL INFORMATION •• ;'. • .. .•; .. • •• mars '- -• -• -• • • • Project : Smith Residence Date : 12/08/04 Time : 05:45:57 ••• '•• File Name : C: \PROJECTS \JCD \SMITH \2B9.BMS Engineer : OL Beam ID : 2B9 Design Code : ACI 318 -89 Run Option : Design Unit System : U.S. in -lb Moment Redistribution : Not Considered Infinite rigid beam - column joints in analysis : Considered TABLE -INP.2 MATERIAL PROPERTIES Beam Concrete Type Normal Weight Unit Weight , Wc = Compressive Strength , f'c = Tensile Strength , fct = Modulus of Rupture , fr = Modulus of Elasticity , Ec = Column Concrete Type : Normal Weight Unit Weight , Wc = Compressive Strength , f'c = Tensile Strength , fct = Modulus of Rupture , fr = Modulus of Elasticity , Ec = Reinforcement : 150.0 ( pcf) 4.0 ( ksi) 423.7 ( psi) 474.3 ( psi) 3833.8 ( ksi) 150.0 ( pcf) 4.0 ( ksi) 423.7 ( psi) 474.3 ( psi) 3833.8 ( ksi) Yield Strength (Long.) , fy = 60.0 ( ksi) Yield Strength (Tran.) , fyv = 60.0 ( ksi) Modulus of Elasticity , Es = 29000.0 ( ksi) NUMBER OF SPANS : 3 TABLE -INP.3 BEAM GEOMETRY TYPE : Interior EXPOSURE : Interior SPAN TOTAL MINIMUM TOTAL SECTION TOTAL - -- WIDTH - -- NUM LENGTH DEPTH INERTIA * TYPE DEPTH LOC. TOTAL EFFECTIVE (ft) (in) (in "4) (in) (in) (in) 2 16.00 9.14 .488780E +04 Tbm Web 16.00 8.00 8.00 Flge 7.00 Left 8.00 8.00 Rght 24.00 24.00 ( *} Moment of inertia selected for structural analysis • • • • �••• • • • • �• • • • • • • • • • • • • • • •• • • • • • 2 COLUMN LOAD NUMBER CASE TABLE -INP.4 COLUMN STIFFNESS NUMBER FACTOR ( % ) 1 100 Top 100 Bot 2 100 Top 8.5 Rect 8.0 16.0 100 Bot 8.5 Rect 8.0 16.0 TABLE -INP.5 VERTICAL SUPERIMPOSED AND PARTIAL LOADS SPAN - - -- DEAD L O A D S - - -- - - -- L I V E LOADS - - -- NUM. TYPE LOAD DISTANCE TYPE LOAD DISTANCE (ft) (ft) Sup 25.0 ( psf) Slf 308.3 ( plf) COLUMN GEOMETRY ••• • . • • ••• • • 6 • • • --- . • • • TOTAL SECTION -- COLUMN •;� •• • . • • •• HEIGHT TYPE DEPTH WIDTH ••• • • • (ft) (in) (in) 8.5 Rect 8.5 Rect '8.0 8.0 Sup 40.0 ( psf) Total Unfactored : Dead Load = 5.750 kips Live Load = 1.636 kips TABLE -ANA.1 SERVICE LOADS TRANSFERRED TO COLUMNS - - -- BOTTOM COLUMN - - -- TOP COLUMN AXIAL LOAD MOMENT MOMENT (kips) (ft -k) (ft -k) 1 1 Dead 2.9 -2.7 -2.2 Live .6 -.6 -.5 [ - >] Latl .0 .0 .0 2 Dead 2.9 -2.7 -2.2 Live .0 .0 .0 [ - >] Latl .0 .0 .0 3 Dead 2.9 -2.7 -2.2 Live .6 -.6 -.5 [ - >] Latl .0 .0 .0 4 Dead 2.9 -2.7 -2.2 Live .8 -.8 -.6 [ - >] Latl .0 .0 .0 2 1 Dead 2.9 2.7 2.2 Live .6 .6 .5 [ - >] Latl .0 .0 .0 2 Dead 2.9 2.7 2.2 Live .0 .0 .0 [ - >] Latl .0 .0 .0 • • ••• • • •• • • • • • • • • • • • • ••• • ' • • • • ••• • • • � •. • • • •• ••• 13 . •• • • • • • • • 16. • 16.0 • ; • •• • • • • •• • • • • • • 3 Dead 2.9 Live .6 [ - >) Latl .0 4 Dead 2.9 Live .8 [ - >) LatT' .0 Column Sign Convention: axial forces positive when compressive, moments are positive when counter - clockwise. TABLE -DES.1 REQUIRED LONGITUDINAL REINFORCEMENT AT CRITICAL SECTIONS SPAN CRITICAL EFFECTIVE REQUIRED LOAD REQUIRED LAYER - BAR - NUM. SECTION WIDTH DEPTH Mu PTRN STEEL AREA DIST. No. SIZE (ft) (in) (in) (ft -k) (sq.in.) (in) 2 .33 8.00 14.13 Top 7.3 4 .38 Min 1.9 2 # 5 {g} 32.00 14.13 Bot .0 0 .38 Min 1.9 2 # 5 8.00 Top .0 0 .38 Min 1.9 2 # 5 {g} Bot 13.4 4 .38 Min 1.9 2 # 5 15.67 Top 7.3 4 .38 Min 1.9 2 # 5 {g} Bot .0 0 .38 Min 1.9 2 # 5 {g} Maximum spacing limits require additional flange reinforcement TABLE -DES.3 PROPOSED LONGITUDINAL REINFORCEMENT SCHEDULE SPAN LAYER CONTINUOUS BARS DISCONTINUOUS BARS NUM. DIST. No. SIZE LENGTH No. SIZE LENGTH (in) (ft) (ft) 2 Top 1.88 2 # 5 16.00 Bot 1.88 2 # 5 16.00 2.7 2.2 • • • • • • • • OOOO .0 09 • . • • • •• • • • • • ••• •• TABLE -DES.7 PROVIDED SHEAR REINFORCEMENT AND CAPACITY SPAN BEAM SEGMENT DESIGN Vu/ LOAD STIRRUPS NUM. START END f(Vn) f(Vn) PTRN LEGS No. SIZE SPACING (ft) (ft) (kips) ( % ) (in) 2 .417 15.583 34.79 ( 13) 4 2 L 26 # 3 @ 7.0 * Program completed as requested * • • •.• • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • •.. • .• • • • . • • • ..• • • • ••• • •• .6 • • ••.5 •• • • • • • • • • • • • • • • • • • • • • • • • •• 0 • • • 0 • • • • • • • • ••• ••• • • • 2.7 2.2 .8 •• • 6 • • •• ••• •• .0 • 12 -16 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 2 9:31:50 PM Licensed to: Licensee name not yet specified. •.• •• •• ••• •'• • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • ••• ••• • • • TABLE -INP.1 Project : Smith'Residence File Name : C: \PROJECTS \JCD \SMITH \2B10.BMS Engineer : OL Beam ID : 2B10 Design Code : ACI 318 -89 Reinforcement : NUMBER OF SPANS : 3 GENERAL INFORMATION •• • • • •• ••• •• • Date : 12/08/04 Time,: 45,,, : :51 • •• • • • • • • •'• • • • •• • • • • • •• • • • Run Option : Design Unit System : U.S. in -lb Moment Redistribution : Not Considered Infinite rigid beam - column joints in analysis : Considered TABLE -INP.2 MATERIAL PROPERTIES Beam Concrete Type Normal Weight Unit Weight , Wc = Compressive Strength , f'c = Tensile Strength , fct = Modulus of Rupture , fr = Modulus of Elasticity , Ec = Column Concrete Type : Normal Weight Unit Weight , Wc = Compressive Strength , f'c = Tensile Strength , fct = Modulus of Rupture , fr = Modulus of Elasticity , Ec = 150.0 ( pcf) 4.0 ( ksi) 423.7 ( psi) 474.3 ( psi) 3833.8 ( ksi) 150.0 ( pcf) 4.0 ( ksi) 423.7 ( psi) 474.3 ( psi) 3833.8 ( ksi) Yield Strength (Long.) , fy = 60.0 ( ksi) Yield Strength (Tran.) , fyv = 60.0 ( ksi) Modulus of Elasticity , Es = 29000.0 ( ksi) TABLE -INP.3 BEAM GEOMETRY TYPE : Interior EXPOSURE : Interior SPAN TOTAL MINIMUM TOTAL SECTION TOTAL - -- WIDTH - -- NUM LENGTH DEPTH INERTIA * TYPE DEPTH LOC. TOTAL EFFECTIVE (ft) (in) (in ^ 4) (in) (in) (in) 2 13.00 7.43 .699231E +04 Tbm Web 16.00 8.00 8.00 Flge 7.00 Left 60.00 19.50 Rght 24.00 19.50 ( *} Moment of inertia selected for structural analysis • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• TABLE -INP.4 COLUMN GEOMETRY .. • • • • • • ••• • • • ••. • • • • • • • • • • • • • • • • • ••• • • • • • • 0410 • • • • 000 • 0 • •.• • •. • • .• .• • • • • • • • • • • • • • •• COLUMN STIFFNESS TOTAL SECTION -- COLUMNS A- • • • • • • NUMBER FACTOR HEIGHT TYPE DEPTH WI1Y1 • � •_ . • • • • •' ( % ) (ft) ' (in) . (in) 1 100 Top 8.5 Rect 8.0 100 Bot 8.5 Rect . 8.0 16.0 2 100 Top 8.5 Rect 8.0 16.0 100 Bot 8.5 Rect 8.0 16.0 TABLE -INP.5 VERTICAL SUPERIMPOSED AND PARTIAL LOADS SPAN - - -- DEAD L O A D S - - -- - - -- L I V E LOADS - - -- NUM. TYPE LOAD DISTANCE TYPE LOAD DISTANCE (ft) (ft) 2 Sup 25.0 ( psf) Sup 40.0 ( psf) Slf 687.5 ( plf) 1 Con 2.9 ( kips) 9.0 1 Con .8 ( kips) 9.0 Total Unfactored : Dead Load = 13.538 kips Live Load = 4.253 kips TABLE -DES.1 REQUIRED LONGITUDINAL REINFORCEMENT AT CRITICAL SECTIONS SPAN CRITICAL EFFECTIVE REQUIRED LOAD REQUIRED LAYER - BAR - NUM. SECTION WIDTH DEPTH Mu PTRN STEEL AREA DIST. No. SIZE (ft) (in) (in) (ft -k) (sq.in.) (in) 2 .33 8.00 14.19 Top 9.9 4 .38 Min 1.8 2 # 5 {g} 39.00 14.19 Bot .0 0 .38 Min 1.8 2 # 5 7.47 Top .0 0 .38 Min 1.8 2 # 5 {g} Bot 32.5 4 .51 1.8 2 # 5 12.67 Top 11.6 4 .38 Min 1.8 2 # 5 {g} Bot .0 0 .38 Min 1.8 2 # 5 {g} Maximum spacing limits require additional flange reinforcement TABLE -DES.3 PROPOSED LONGITUDINAL REINFORCEMENT SCHEDULE •. • • • •• ... • 4141 •.• • • • •0 • • • • 000 .0 SPAN LAYER CONTINUOUS BARS DISCONTINUOUS BARS NUM. DIST. No. SIZE LENGTH No. SIZE LENGTH (in) (ft) (ft) 2 Top 1.81 2 # 5 13.00 Bot 1.81 2 # 5 13.00 * Program completed as requested * • .. • • • • • • • ••. • • • ••. • • • •. •• • • • • • • • • • ••• • • • • • • • • • •.. • • • • •.. 12 -16 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 7 • • 9:31:50 PM Licensed to: Licensee name not yet specified. • • .. .. "• ••• • •• • • • • • • • • • •• • • • • • • • • . • • • • • • • • • • • .•• ••s • • • •• ••• • •• •••' •• TABLE -DES.7 PROVIDED.SHEAR REINFORCEMENT.AND CAPAITT • • • • • • • Al _e____ • 1 • • • • • • • • SPAN BEAM SEGMENT DESIGN Vu/ LOAD ST]RUPS' ' • t ••• •• NUM. START END f(Vn) f(Vn) PTRN LEGS No. SIZE SPACING (ft) (ft) (kips) ( % ) (in) 2 .375 12.625 34.94 ( 37) 4 2 L 21 # 3 @ 7.0 • 12 -16 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 2 9:15:40 PM Licensed to: Licensee name not yet specified. ••• .. •. "• ••• • •• • • • • • • • • • •• • • • • • • • e • • • • • • • • • • • TABLE -INP.1 GENERAL INFORMATION • ••• ••• • • • Project : Smith Residence Date : 12/08/04 File Name : C: \PROJECTS \JCD \SMITH \2B12.BMS Engineer : OL Beam ID : 2B13 Design Code : ACI 318 -89 Run Option : Design Unit System : U.S. in -lb Moment Redistribution : Not Considered Infinite rigid beam - column joints in analysis : Considered TABLE -INP.2 MATERIAL PROPERTIES Beam Concrete Type Normal Weight Unit Weight , Wc = 150.0 ( pcf) Compressive Strength , f'c = 4.0 ( ksi) Tensile Strength , fct = 423.7 ( psi) Modulus of Rupture , fr = 474.3 ( psi) Modulus of Elasticity , Ec = 3833.8 ( ksi) Column Concrete Type : Normal Weight Unit Weight , Wc = 150.0 ( pcf) Compressive Strength , f'c = 4.0 ( ksi) Tensile Strength , fct = 423.7 ( psi) Modulus of Rupture , fr = 474.3 ( psi) Modulus of Elasticity , Ec = 3833.8 ( ksi) Reinforcement : Yield Strength (Long.) , fy = Yield Strength (Tran.) , fyv = Modulus of Elasticity , Es = NUMBER OF SPANS : 3 TABLE -INP.3 BEAM GEOMETRY 60.0 ( ksi) 60.0 ( ksi) 29000.0 ( ksi) { *} Moment of inertia selected for structural analysis • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• Time •: 9,505;57 ••• II • . • •_a_I_41. • • Or ••• • • • • •• • • • • •• • • • • • ••• •• 2 -16 - ** PCABEAM(tm) 1.01 Proprietary Software of PORTLAND CEMENT ASSN. Pg 3 9:15:40 PM Licensed to: Licensee name not yet specified. TYPE : Interior EXPOSURE : Interior SPAN TOTAL MINIMUM TOTAL SECTION TOTAL - -- WIDTH - -- NUM LENGTH DEPTH INERTIA * TYPE DEPTH LOC. TOTAL EFFECTIVE (ft) (in) (in"4) (in) (in) (in) 2 15.00 8.57 .987076E +04 Tbm Web 16.00 8.00 8.00 Flge 8.00 Left 66.00 22.50 Rght 66.80 22.50 2 COLUMN STIFFNESS NUMBER FACTOR ( % ) TABLE -INP.4 COLUMN GEOMETRY • • ••• • • •• •• • • • • •• • • • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • ••• • • • • ••• • • • ••• • •• . S_ •-• •• • • • • TOTAL SECTION -- COLT) N: 4:- • ' ' • • • • • • • • • • HEIGHT TYPE DEPTH • WIDdIi ••• '•' '•' '•• (ft) (in) (in) ' • • •• • • •,• ••• • • 1 100 Top 8.5 Rect 16.0 •.8.Q 100 Bot 8.5 Rect 16.0 $.Q • • • •• • • • • •• • • • • • ••• •• 2 100 Top 8.5 Rect 16.0 8.0 100 Bot 8.5 Rect 16.0 8.0 TABLE -INP.5 VERTICAL SUPERIMPOSED AND PARTIAL LOADS SPAN - - -- DEAD L 0 A D S - - -- - - -- L I V E LOADS - - -- NUM. TYPE LOAD DISTANCE TYPE LOAD DISTANCE (ft) (ft) Sup 25.0 ( psf) Sup 40.0 ( psf) Slf 1173.3 ( plf) 1 Unf i 520.0 ( plf) .7 1 Con 2.3 ( kips) 12.5 j 520.0 14.3 Total Unfactored : Dead Load = 26.923 kips Live Load = 8.350 kips TABLE -ANA.1 SERVICE LOADS TRANSFERRED TO COLUMNS COLUMN LOAD - - -- BOTTOM COLUMN - - -- TOP COLUMN NUMBER CASE AXIAL LOAD MOMENT MOMENT (kips) (ft -k) (ft -k) 1 1 Dead 13.5 -16.3 -12.0 Live 2.5 -3.2 -2.4 [ - >] Latl .0 .0 .0 2 Dead 13.5 -16.3 -12.0 Live .0 .0 .0 [ - >] Latl .0 .0 .0 3 Dead 13.5 -16.3 -12.0 Live 2.5 -3.2 -2.4 [ - >] Latl .0 .0 .0 4 Dead 13.5 -16.3 -12.0 Live 3.3 -4.2 -3.1 [ - >] Latl .0 .0 .0 2 1 Dead 13.5 16.3 12.0 Live 3.8 3.9 2.9 [ - >] Latl .0 .0 .0 2 Dead 13.5 16.3 12.0 Live .0 .0 .0 [ - >] Latl .0 .0 .0 3 Dead 13.5 16.3 Live 3.8 3.9 [ - >] Latl .0 .0 4 Dead 13.5 16.3 Live 5.1 5.2 [ - >] Latl .0 .0 Column Sign Convention: axial forces positive when compressive, moments are positive when counter - clockwise. TABLE -DES.3 PROPOSED LONGITUDINAL REINFORCEMENT SCHEDULE SPAN LAYER CONTINUOUS BARS DISCONTINUOUS BARS NUM. DIST. No. SIZE LENGTH No. SIZE LENGTH (in) (ft) (ft) 2 Top 1.88 2 # 5 15.00 Bot 1.94 Left 2 # 5 6.24 <splice> 1.78 Midl 2 # 6 6.37 <splice> 1.78 Rght 2 # 5 5.95 TABLE -DES.7 PROVIDED SHEAR REINFORCEMENT AND CAPACITY • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • .. ••. •• • • • • • • 2 • • • • • • • • • • • • • • • • • • • • • • • • • • ••.,0 ••• • • • . i • •• ••• •• • O • • • • • • • • • • • • •. •• • • • • • • • • • • • •• • • • • • ••• •• SPAN BEAM SEGMENT DESIGN Vu/ LOAD STIRRUPS NUM. START END f(Vn) f(Vn) PTRN LEGS No. SIZE SPACING (ft) (ft) (kips) ( % ) (in) 2 .792 14.208 34.63 ( 74) 4 2 L 23 # 3 @ 7.0 STABS C 0.00 0.50 0.70 ETABS v8.4.8 - File: 2ws - December 17,2004 8:38 3 -D View Steel Design Sections (AISC- LRFD93) - Kip -in Units 0 90 1.00 • • ... • • • ... .. •-•---0---11--0--0-0--91---0--- ... . . • . . ... . • • • ..... .. • • ••• • • • • ••• • • .•• • •• • • • .• .• • • • .. • • • • ..... • • • . • • • • • • • ... ... • • • .. • • • .. .... .. • • • . • • . • • • • • • • •• .STABS BS ❑ -❑❑❑❑_ [ion _- A_❑ - ❑A❑❑❑ _ E❑❑❑❑❑ ETABS v8.4.8 - File: 2ws - December 16,2004 8:57 3 -D View - Kip -in Units • • ••• • • •••• • ••••• • • • • • • • • • • • •••• • • • • • • ••• • ••••••• • • • • • • • • • .. • • • • • .. • • • ••• •• •••• •• • • • • •• • • • • •• ••• •• • • • • ••• • • • • • • • •••• • ••• • ••• • • • S. • • • •• ••• I. • • • • • • • • • TO * ETABS • • • • • • \ • • \ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ; • .• ETABS v8.4.8 - File: 2ws - December 16,2004 8:46 Plan View - STORY1 - Elevation 106 - Kip-in Units • • • • • • • • • • • • • • • • • •--•-• • • • • • • IV • • • • • • • • • • • • • • • • • • • • • • • • • 555 • • • • • • • • • • • • • • • 55 •• • •• • • • • • • I . • OOOOO • • S • • • • • • •• • • • 1 • • • to • • • ETABS ������'o� = ' /` ETABS v8.4.8 - File: 2ws - December 17,2004 8:41 Plan View - STORY1 - Elevation 8.833333 Uniform Loads GRAVITY (SDL) - lb-ft Units ETABS i I 1 1 ETABS v8.4.8 - File: 2ws - December 17,2004 8:41 Plan View - STORY1 - Elevation 8.833333 Uniform Loads GRAVITY (LIVE) - lb -ft Units • • • • • • ••• ••• • •••••• • • • • •-•••• • • • • • • • •••• • • • • • • • • • ••• • • • • • • • • • • • • • • • . • •• . : • • :N • • • ••• • • • . • •, • • • • • • • • • • •• I • • • • •• . • • N • .• • • .\ •.• ••• •• • ••• • • i • •• • • • • • • • • • • • • •• • • • . i • •i• •• • • • • • ETABS Stee L= 28.000 A =0.081 i22 =0.002 i33 =0.007 s22 =0.007 03 =0.020 r22 =0.171 r33 =0.294 E= 4176000000 fy= 7200000.000 RLLF = 1.000 AXIAL FORCE & BIAXIAL MOMENT DESIGN (H1 -3) fa Fa Ft Stress Allowable Allowable Axial 2883.891 838806.104 4320000.000 Engineer Project Subject AISC -ASDO1 STEEL SECTION CHECK.. Units: lb -ft (Summary for and Station) Level: STORYII Element: B9 Station Loc: 14.000 Section ID: W8X40 •• • • • • Element Type:: Ordinary Moment Resisting Frame Classification: Compavt ••• • • • • • • P- M33 -M22 Demand /Capacity Ratio is 0.038 = 0.003 + 0.035 + 0.000 STRESS CHECK . !FORCES & MOMENTS P M33 Combo DSTLS2 - 234.316 2064.472 0.240 M22 V2 fb Fb Fe Cm K L Cb Stress Allowable Allowable Factor Factor Factor Factor Major Bending 100791.467 2885874.848 2494209.673 0.850 1.000 0.976 1.000 Minor Bending 34.043 5400000.000 838806.104 1.000 1 000 0.976 SHEAR DESIGN fv FV Stress Stress Allowable Ratio Major Shear 0.000 2880000.000 0.000 Minor Shear 0.000 2880000.000 0.000 END__REACTION MAJOR.. SHEAR FORCES Left End Load Right End Load Reaction Combo Reaction Combo - 543.020 DSTLD2 543.020 DSTLD2 ETABS v8.4.8 - File:2ws - lb -ft Units • • 0.000 0.000 • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • • • • • 000 • • • • 000 • • ••• •• • • •• •. • • • • • • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • ••• ••• • • • •• ••• •• • • •• • •• • .• • • • • • • • • • ••• •• V3 December 17,2004 8:43 ETABS t Des n AISC -ASDO1 STEEL SECTION CHECK Units: lb -ft Level: STORY1j Element: R9 Station Loc: 14.000 Element Type:; Ordinary Moment Resisting Frame L= 28.000 A =0.081 i22= ;0.002 133= 0'.007 s22 =0.007 s3j3 =0.020 r22 =0.171 r33 =0.294 E= 4176000000 fy =7200000:000_ RLLF =1.000 DEFLECTION DESIGN Type Dead Load Super DL +LL Live Load Total Load Total - Camber ETABS v8.4.8 - File:2ws - lb - ft Units (Combo DSTLD2) Consider Deflection Yes 0.005 Yes Yes Yes Yes 1.119E -05 6.885E -06 0.005 0.005 Engineer Project Subject • • ••• • • • •.• •. •. • • • •. •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • *00 • • ••• • •• • • •. .• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •' • • (Deflection Details) Section• ID: W8?t40 •• • Classification: Compact Limit Ratio 0.083 0.055 0.083 1.343E -04 0.078 8.852E -05 0.083 0.055 0.083 0.055 Status OK OK OK OK OK r • • • ••• • • • • • • • • •• • • • • • ••• •• • December 17,2004 8:43 • • ••• • • • • •• •• • • • • • • • • • • • • • • • • • • ETABS v8.4.8 File:2WS Units:Kip -in December 17, 2004 8:38 PAGE 1 : • • ••• • • • • • • ••• • • • • ••• B E A M S T E E L S T R E S S C H E C K O U T P U T (AISC- LRFD93) STORY BEAM SECTION / SHEAR22--- / /---- SHEAR33 - - -/ LEVEL BAY ID COMBO RATIO COMBO • • • ••• • •• MOMENT INTERACTION CHE:'K: -$ - ': / / ---'- . • ' • � • • • • • • • RATIO = AXL + B53 4•• B4• * COMBO * * * VTIO STORY1 B9 W8X40 s • • • • :�• 0• D . 0.009 9TIsgI •9 • DSTLS2 0.000 • • • DSTLS1(C) 0.024 = 0.002 + 0.02.2 - ;.0400 : • L. ••' STORY1 B11 W8X40 DSTLSI 0.009 DSTLS2 0.000 DSTLS1(C) 0.024 = 0.002 + 0.022 + 0.000 • ETABS ETABS v8.4.8 - File: 2ws - December 17,2004 8:39 Plan View - STORY1 - Elevation 8.833333 - Kip -ft Units Project Name: Addition to existing residence Builder: • • • • • Address: 309 NE 99 TH STREET Permitting OffiC� ntigMf Sf iQ J s City, State: MIAMI SHORES, FL 33138- Permit Number. • : :: • • • • • • Owner: Mr. & Mrs. TIM & CARIE SMITH Jurisdiction Number: 23260'0 ' "' • • Climate Zone: South 1. New construction or existing Addition _ _ 12. Cooling systems 2. Single family or multi - family Single tinnily a. Central Unit Cap: 24.0 kBtu hr 3. Number of units. if multi - family 1 SEER: 13.00 4. Number of Bedrooms 3 _ b. Central Unit Cap: 30.0 kBtu hr 5. Is this a worst case? No _ SEER: 13.01) 6. Conditioned floor area (ft') 31198 ft' c. N A _ 7. Glass area & type Single Pane Double Pane __ _ a. Clear _lass, default U- factor 4661 11= 0.0 ft' __ 13. Heating systems b. Default tint 11.11 ft' 0.0 ft' _ a. Electric Strip Cap: 27.2 kBtu hr c. Labeled U or SHGC 0.0 ft' 0.))11= COP: 1.011 _ 8. Floor types a. Slab -On -Grade Edge Insulation _ R =0.11. 215.0(p) t1 h. N A _ b. N A c. N A __ c. N A _ - 9. Wall types _ 14. Hot water systems a. Concrete. hit Instil. Exterior R =5.0. 27211.4 ft= _ a. LP Gas Cap: 80.0 gallons b. Concrete. Int Instil. Adjacent R =5.0. 214.4 ft' EF: 0.66 _ c.NA d. N A _ _ b. N A e. N A 10. Ceiling types Po" c. Conservation credits (HR -Heat recovery. Solar a. Under Attic 30. (198.E _ DHP- Dedicated heat pump) b. N A .4 - 15. HVAC credits _ c. N A (CF- Ceiling tan. CV -Cross ventilation. 11. Ducts `' HF -Whole house fan. a. Sup: Unc. Ret: Unc. AH: late ) op). _. PT- Programmable Thermostat. b. Sup: Unc. Ret: Unc. AH: Attic t �1i.0. ft MZ- C- Multizone cooling. MZ- H- Multizone heating) FORM 600A -2001 ' • • •• • FLORIDA ENERGY EFFICIENCY' eC�D • • • FOR BUILDING CONSTRUCTION. ••• ••.. •• Florida Department of Community Affairs :: : :. • • Residential Whole Building Performance Me " ' ' •' '•' ' Glass /Floor Area: 0.15 Total as -built points: 39293 Total base points: 45465 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: .,LUAU C. 'DWI DATE: 12 .Z0.04- I hereby certify that this build' e . as d -. igne compliance with the Florid. gy C ■de. OWNER/AGENT: DATE: fT is in EnergyGauge® (Version: FLRCPB v3.30) PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFICIAL: DATE: I BASE I AS- B111LT : �.� ;'; ;•• • •• GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 3098.0 32.50 18123.3 Single. Clear N 9.8 9.0 118.0 36.46 0.71 3039.8 Single. Clear N 1.0 12.3 42.2 36.46 1.00 1531.1 Single. Clear S 1.0 9.5 11.1 66.93 1.00 736.7 Single. Clear S 11.8 11.0 34.0 66.93 0.51 1160.2 Single. Clear E 10.0 10.8 17.0 78.71 0.55 737.1 Single. Clear E 9.5 9.0 150.6 78.71 0.52 6146.8 Single, Clear W 1.0 7.3 51.0 70.53 0.99 3546.9 Single. Clear W 1.0 7.3 42.2 70.53 0.99 2934.9 As -Built Total: 466.1 19833.5 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 214.4 1.00 214.4 Concrete, Int Insul, Exterior 5.0 2720.4 2.00 5440.8 Exterior 2720.4 2.70 7345.1 Concrete. Int Insul. Adjacent 5.0 214.4 1.10 235.8 Base Total: 2934.8 7559.5 As -Built Total: 2934.8 5676.6 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 20.4 2.60 53.0 Adjacent Wood 20.4 3.80 77.5 Exterior 18.0 6.40 115.2 Exterior Wood 18.0 9.40 169.2 Base Total: 38.4 168.2 As -Built Total: 38.4 246.7 CEILING TYPES Area X BSPM = Points Type • R -Value Area X SPM X SCM = Points Under Attic 2209.0 2.80 6185.2 Under Attic 30.0 3098.0 2.77 X 1.00 8581.5 Base Total: 2209.0 6185.2 As -Built Total: 3098.0 8581.5 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 215.0(p) -20.0 - 4300.0 Slab -On -Grade Edge Insulation 0.0 215.0(p -20.00 - 4300.0 Raised 0.0 0.00 0.0 Base Total: -4300.0 As -Built Total: 215.0 -4300.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 3098.0 18.79 58211.4 _ 3098.0 18.79 58211.4 ' FORM 600A -2001 • • ••• • ••.• • • • • • • • • • . •.• • • • • • •.:: • • • • • SUMMER CALCULATIONS ' "• :: • • •:. Residential Whole Building Performance Metfrct A -. . •: • • • • • • S • f• •• • . • ••. ■ I ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- EnergyGauge® DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 PERMIT #5 •• ••• ••• _ •• • . 7 • BASE AS- BULLY:: : : :: _ -. Summer Base Points: 85947.6 Summer As -Built Points: 88249.8 Total Summer X System Points Multiplier = Cooling Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 85947.6 0.4266 36665.3 88249.8 0.444 (1.073 x 1.165 x 0.90) 0.262 1.000 12655.0 88249.8 0.556 (1.073 x 1.165 x 1.08) 0.262 1.000 15818.8 88249.8 1.00 1.230 0.262 1.000 28473.8 FORM 600A -2001 • • •• • • . • • • • • • SUMMER CALCULATIONS ' •:• • :: : •:• Residential Whole Building Performance Method A -.petal's. •• • • • • • • • - • • I ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • •, ••• • _ • • _ •••• PERMIT #� 0000 FORM 600A -2001 : • • • : .: ••• .. • • • • WINTER CALCULATIONS ' •.. • : Residential Whole Building Performance MetltoJ A :Details . • • • • • • • • .- • •••• I ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- PERMIT W. • EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • • BASE I AS -BUItf : :,: •.: • •: • ••• •. I GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type /SC Ornt Len Hgt Area X WPM X WOF = Point: .18 3098.0 2.36 1316.0 Single. Clear N 9.8 9.0 118.0 6.03 0.96 686.4 Single. Clear N 1.0 12.3 42.2 6.03 1.00 254.2 Single. Clear S 1.0 9.5 11.1 4.49 0.99 49.5 Single. Clear S 11.8 11.0 34.0 4.49 1.35 206.0 Single. Clear E 10.0 10.8 17.0 4.77 1.10 89.4 Single. Clear . E 9.5 9.0 150.6 4.77 1.12 803.5 Single, Clear W 1.0 7.3 51.0 5.49 1.A0 279.6 Single. Clear W 1.0 7.3 42.2 5.49 1.00 231.4 As -Built Total: 466.1 2599.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 214.4 0.50 107.2 Concrete. Int Insul. Exterior 5.0 2720.4 0.90 2448.4 Exterior 2720.4 0.60 1632.2 Concrete. Int Insul. Adjacent 5.0 214.4 0.40 85.8 Base Total: 2934.8 1739.4 As -Built Total: 2934.8 2534.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.4 1.30 26.5 Adjacent Wood 20.4 1.90 38.8 Exterior 18.0 1.80 32.4 Exterior Wood 18.0 2.80 50.4 Base Total: 38.4 58.9 As -Built Total: 38.4 89.2 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2209.0 0.10 220.9 Under Attic 30.0 3098.0 0.10 X 1.00 309.8 Base Total: 2209.0 220.9 As -Built Total: 3098.0 309.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 215.0(p) -2.1 -451.5 Slab -On -Grade Edge Insulation 0.0 215.0(p -2.10 -451.5 Raised 0.0 0.00 0.0 Base Total: -451.5 As -Built Total: 215.0 -451.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 3098.0 -0.06 -185.9 3098.0 -0.06 -185.9 FORM 600A -2001 : • • • : .: ••• .. • • • • WINTER CALCULATIONS ' •.. • : Residential Whole Building Performance MetltoJ A :Details . • • • • • • • • .- • •••• I ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- PERMIT W. • EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • • FORM 600A -2001 • • ••• • :•••: • • • :• •; • •;• • • . • ••••• • • • • • WINTER CALCULATIONS • ••• • :• Residential Whole Building Performance Metho l A ; Details, • • • • ••- •• • • • , ••••• • •••- ADDRESS: 309 NE 99 TN STREET, MIAMI SHORES, FL, 33138- PERMIT # • EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • • • • • • • . • • ••• • • BASE AS -BUitt : : ::•.: '• Winter Base Points: 2697.9 Winter As -Built Points: 4895.5 Total Winter Points X System = Multiplier Heating Points Total X Component Cap X Duct X System X Credit = Heating Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 2697.9 0.6274 1692.7 4895.5 4895.5 1.000 (1.099 x 1.137 x 0.91) 1.000 1.000 6223.3 1.00 1.271 1.000 1.000 6223.3 FORM 600A -2001 • • ••• • :•••: • • • :• •; • •;• • • . • ••••• • • • • • WINTER CALCULATIONS • ••• • :• Residential Whole Building Performance Metho l A ; Details, • • • • ••- •• • • • , ••••• • •••- ADDRESS: 309 NE 99 TN STREET, MIAMI SHORES, FL, 33138- PERMIT # • EnergyGaugeTM DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • • • • • • • . • • ••• • • BASE CODE COMPLIANCE STATUS AS -BU1Lt : '•' :' : :.. „: WATER HEATING Number of X Bedrooms Multiplier BASE Total Tank EF Volume Number of Bedrooms X Tank X Multiplier X Credit = Total Ratio Multiplier 3 AS -BUILT 7107.0 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 36665 1693 7107 45465 28474 6223 4596 39293 BASE AS -BU1Lt : '•' :' : :.. „: WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of Bedrooms X Tank X Multiplier X Credit = Total Ratio Multiplier 3 2369.00 7107.0 80.0 0.66 As -Built Total: 3 1.00 1531.95 1.00 4595.9 4595.9 • • ••• • • • • •• • •• • • • ••• : • : • • • • • • •••• • WATER HEATING & CODE COMPLIANCE'STATL)S• Residential Whole Building Performance Meppci A 0 De #ails •• • • • . • • •• • I • • • •••• • ••• •-- • •-• • • • • ' • I • FORM 600A -2001 ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: • .• • • ••• •• ••• •• • ••• • • � • I PASS EnergyGauge DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE • • . . • • • • CHE�I( Exterior Windows & Doors 606.1.ABC.1.1 - .. • •. Maximum:.3 cfm /sq.ft. window area: .5 cfm /sq.ft. door area. V Exterior & Adjacent Walls 606.1.ABC.1.2.1 Caulk, gasket, weatherstrip or seal between: windows /doors & frames, surrounding wall; foundation & wall sole or sill plate: joints between exterior wall panels at corners; utility penetrations: between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from. and is sealed to, the foundation to the top plate. V Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter. penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings: penetrations of ceiling plane of top floor: around shafts, chases. soffits. chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate: attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter. at penetrations and seams. Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation: or Type IC rated with < 2.0 cfm from conditioned space. tested. V / , I/ / Recessed Lighting Fixtures 606.1.ABC.1.2.4 Multi -story Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors. dampers: combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. ✓ Swimming Pools & Spas 612.1 Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. / V Shower heads 612.1 Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. Air Distribution Systems 610.1 All ducts, fittings. mechanical equipment and plenum chambers shall be mechanically attached, sealed. insulated, and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R-6 min. insulation. / V / ✓1 / V HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. FORM 600A -2001 • • • • • • 0 • • • • • • • .:• • • • • • • • • • • • • • • Code Compliance Checklist • ' ' ' • ••• Residential Whole Building Performance M tho 1 A.; De a ils : ;:• • •• • I ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST EnergyGauge DCA Form 600A -2001 EnergyGauge© /FIaRES'2001 FLRCPB v3.30 PERMIT #: 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by a • : • • • • . 000 • • • • ENERGY PERFORMANCE LEVE 1. New construction or existing 2. Single fancily or multi - family 3. Number of units. if multi - family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear - single pane b. Clear - double pane c. Tint other SHGC - single pane d. Tint other SHGC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N A c. N A 9. Wall types a. Concrete. Int Insul. Exterior b. Concrete. Int Insul. Adjacent c. N A d. N A e. N A 10. Ceiling types a. Under Attic b. N A c. N A 11. Ducts a. Sup: Unc. Ret: Unc. AH: Interior b. Sup: Unc. Ret: Unc. AH: Attic Address of New Home: ESTIMATED ENERGY PERFORMANCE SCORE :• 8544 • •• • • • • ••• ;•• •• The higher the score, the more efficient the home. • ... •; ; . • • • ; • • • • • • • • • • • • • • • • Mr. & Mrs. TIM & CARIE SMITH, 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- Single Pane 466.1 IF 0.0 IF 0.11 ft' DISPLAY CARD Addition Single family 1 3 No 31198 ft' Double Pane 0.0 IF (1.0 ft' a. Central Unit b. Central Unit c. N A 13. Heating systems a. Electric Strip Cap: 27.2 kBtu hr COP: 1.00 h. N A R= 0.(1.215.(((p) ft _. c. N A 14. Hot water systems a. LP Gas R= 5.0.272(1.4 fl' _ _ R =5.0. 214.4 ft' b. N A 12. Cooling systems c. Conservation credits (HR -Heat recovery. Solar DHP- Dedicated heat pump) R =30.0. 3098.0 ft' 15. HVAC credits (CF- Ceiling fan. CV -Cross Ventilation. HF -Whole house tan. _ PT- Programmable Thermostat Sup. R =6.11. 80.0 ft _ MZ- C- Multizoue cooling. Sup. R =6.0. 7(1.0 ft MZ- H- Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Cocle For Building Constriction through the above energy saving features which will be installed (or exceeded) in this home before final in pection. Ot - rwise. a new EPL Display Card will be completed based on installed Co s i ph, it fea es / //� lT � 4 . O Builder Signature: Date: City/FL Zip: 14H4 1,4ovde5 ~! MI* • • •• • • .1 • •• • • • • •• • • • • • ••• ••• • •• • • • • Cap: 24.1) kBtu hr _ SEER: 13.00 _ Cap: 30.1) kBtu hr _ SEER: 13.00 Cap: 80.0 gallons EF: 0.66 *NOTE: The home's estimated energ1• perlbrnrance score is only available through Nye FL4 1-?E'S computer program. This is not a Building E n e r g y Rating. If your score is SO or greater (or SOP,. 0 I :S EP-1 DOE Enc rgi •Star ` designation), your home may quali i or• energt• efficiency mortgage 'c EE_11) incentives if ) you obtain a Florida Energl• Gauge Rating. Contact the Energ1• Gauge Hotline at 321 638-1492 2 or• see the Enerto• Gauge web site at www, sec. ucf echr,tr inlbrnration and a list ol'certified Raters. For it {lbr•nration about Florida's Ene rg1• Efficiency Code For Building ('onstrnction, contact the Department of (.'ommuniti 4fj 1 tigraf3pugq'nsY. rsion: FLRCPB V3.30) Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) • Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(56gr.) • • •. • „• Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heating load calculation 36855 Btuh Total cooling load calculation 49376 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 73.8 27200 Sensible (SHR = 0.76) 102.5 41040 2400 Btuh Subtotal(sensible) Latent 138.8 12960 Btuh Duct gain Total 109.4 54000 Load component Load Window total 466 sqft 19393 Btuh Wall total 2935 sqft 6221 Btuh Door total 38 sqft 399 Btuh Ceiling total 3098 sqft 4337 Btuh Floor total 215 ft 0 Btuh Infiltration 221 cfm 3648 Btuh Internal gain 2400 Btuh Subtotal(sensible) 36398 Btuh Duct gain 3640 Btuh Total sensible gain 40038 Btuh Latent gain(infiltration) 8419 Btuh Latent gain(internal) 920 Btuh Total latent gain 9339 Btuh TOTAL HEAT GAIN 49376 Btuh Load component Load Window total 466 sqft 12397 Btuh Wall total 2935 sqft 9599 Btuh Door total 38 sqft 378 Btuh Ceiling total 3098 sqft 2478 Btuh Floor total 215 ft 3999 Btuh Infiltration 247 cfm 6248 Btuh Subtotal 35100 Btuh Duct loss 1755 Btuh TOTAL HEAT LOSS 36855 Btuh Re System S Mr. & Mrs. TIM & CARIE SMITH 309 NE 99 TH STREET MIAMI SHORES, FL 33138- Winter Heating Load for 3098 sgft Summer Cooling Load for 3098 sgft Summary Project Title: Addition to existing residence WINTER CALCULATIONS SUMMER CALCULATIONS nergyvaug vs. izing Calculation Latent t tem.I(2%) EnergyGauge® Syste PREPARED BY: DATE: Wcts(5 %) Wels(26 %) • ••• • • • •• • •• • • • • • • • • • • • • *99 • • • • • • ••• • • • • • • .• •: • ,: • • • S. .•, ,•• •• •• • • • • • •• • • •todeOnly: Professional Vergion Climate: South • •• • • . • • ••• • . • S • g b eclon • ._. • CCA Manual J. FORM 600A -2001 Project Name: Address: City, State: Owner: Climate Zone: t. New construction or existing 2. Single tamily or multi - family 3. Number otunits. it multi - family Number of Bedrooms 5. Is this a Ntorst case'' 0. Conditioned floor area I tt=l 7. Glass area & type a. Clear _lass. default 1.J- Factor h. Default tint c. Labeled 1.1 or Sib iC X. Floor t■ pes a. Slab -(7n -Grade Edge Insulation b. N A c. N A 9. Wall types a. Concrete. Int Instil. Exterior h. Concrete. Int Instil. Adjacent c. N A d. NA e. N A 10. Ceiling types a. Under Attic h. N A c. N A 11. Ducts a. Sup: Unc. Ret: Clue. AH: interior b. Sup: Line. Ret: Unc. AH: Attic FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION y • • : . Florida Department of Community Affairs• • ; • • .. ... • Residential Whole Building Performance Method A Addition to existing residence 309 NE 99 TH STREET MIAMI SHORES, FL 33138 - Mr. & Mrs. TIM & CARTE SMITH South Single Pane 400.1 IF 11.11 11.11 tl' Glass /Floor Area: 0.15 DATE: 12 .Z0.04- I hereby certify that this build as d ..igne •. is in compliance with the Florid gy C. de- OWNER/AGENT: DATE: f 12.26 Addition Single family 1 3 No 311)8 it: [humble Pane _ 11.11 It' 0.0 lt ti= _ 11,11 , R= 11.11. 21S.t11pttt R =5.11. 27211.4 IF R =5.11. 214.4 Ii' =311.1. 3(115,(1 Ft' v L U �yl t ' I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: .Ju4�J C. 1,AV I rD 12. Cnoling systems a. Central Unit Cap: 24.0 kBtu hr SEER: 13.t b. Central ).)nit Cap: 3)1.11 kBtu hr SEER: 13.1)0 c. N A 13. Heating systems a Electric Strip Cap: 27.2 kBtu hr COP: I . tit 0. N A c. N A 14. Hot water systems a. LP Gas I�. N A al as- s IIt points: 39293 Tota ` ase points: 45465 EnergyGauge® (Version: FLRCPB v3.30) • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • c. Conservation credits (HR -Heat recovery. Solar DHP- Dedicated heat pump) 5. 11VA credits (CF- Ceiling ta C -Cross ventilation. HE- Whole house tan. PT- Programmable Therm,'stat. MZ- C- Multizone cooling. MZ- H- Multizone heating) BUILDING OFFICIAL: DATE: • • ••. • Builder: •• ' : : ••• •• ••• •• Permitting OffjC� * r : lA7glT Sr1ORES • Permit Num ?er: • i - :•• •• • Jurisdiction Number: 232600 PASS Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. • •• • . . • • •. • Cap: 311.11 gallons _ EF: 0.66 FORM 600A -2001 • • •• • • • • • • • • • • • • • ••• • • • r � WINTER CALCULATION Residential Whole Building Performance M • . had Ar Details • • • • • • • ••••• • • • • • • • • • • • ••• - -- • • • • . - ADD ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: I ••• • • • •• ••• •• EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 BASE I AS- BYIL'T: '.' :': ;•• ••: GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area • Type /SC Overhang Ornt Len Hgt Area X WPM X WOF = Point! .18 3098.0 2.36 1316.0 Single. Clear N 9.8 9.0 118.0 6.03 0.96 686.4 Single. Clear N 1.0 12.3 42.2 6.03 1.00 254.2 Single. Clear S 1.0 9.5 11.1 4.49 0.99 49.5 Single. Clear S 11.8 11.0 34.0 4.49 1.35 206.0 Single. Clear E 10.0 10.8 17.0 4.77 1.10 89.4 Single. Clear . E 9.5 9.0 150.6 4.77 1.12 803.5 Single, Clear W 1.0 7.3 51.0 5.49 1.00 279.6 Single. Clear W 1.0 7.3 42.2 5.49 1.00 231.4 As -Built Total: 466.1 2599.8 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 214.4 0.50 107.2 Concrete. Int Insul. Exterior 5.0 2720.4 0.90 24.48.4 Exterior 2720.4 0.60 1632.2 Concrete. Int Insul. Adjacent 5.0 214.4 0.40 85.8 Base Total: 2934.8 1739.4 As -Built Total: 2934.8 2534.1 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 20.4 1.30 26.5 Adjacent Wood 20.4 1.90 38.8 Exterior 18.0 1.80 32.4 Exterior Wood 18.0 2.80 50.4 Base Total: 38.4 58.9 As -Built Total: 38.4 89.2 CEILING TYPESArea X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2209.0 0.10 220.9 Under Attic 30.0 3098.0 0.10 X 1.00 309.8 Base Total: 2209.0 220.9 As -Built Total: 3098.0 309.8 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 215.0(p) -2.1 -451.5 Slab -On -Grade Edge Insulation 0.0 215.0(p -2.10 -451.5 Raised 0.0 0.00 0.0 Base Total: -451.5 As -Built Total: 215.0 -451.5 INFILTRATION Area X BWPM = Points Area X WPM = Points 3098.0 -0.06 -185.9 3098.0 -0.06 -185.9 FORM 600A -2001 • • •• • • • • • • • • • • • • • ••• • • • r � WINTER CALCULATION Residential Whole Building Performance M • . had Ar Details • • • • • • • ••••• • • • • • • • • • • • ••• - -- • • • • . - ADD ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: I ••• • • • •• ••• •• EnergyGauge® DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • • ••. • : '.': • • • • • :. . ••. • • • • • • • • •.• • • • • WINTER CALCULATIONS ' "• • • • • Residential Whole Building Performance Msthczd A, Detail$ • •• • • • • AS I ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: • FORM 600A -2001 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 . •• ; • • • • • .••• .. • • ••• •. BASE AS-134416T: '.* ;'; ;•. •.: Winter Base Points: 2697.9 Winter As -Built Points: 4895.5 Total Winter Points X System = Multiplier Heating Points Total X Component Cap X Duct X System X Credit = Heating Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 2697.9 0.6274 1692.7 4895.5 4895.5 1.000 (1.099 x 1.137 x 0.91) 1.000 1.000 6223.3 1.00 1.271 1.000 1.000 6223.3 • • ••. • : '.': • • • • • :. . ••. • • • • • • • • •.• • • • • WINTER CALCULATIONS ' "• • • • • Residential Whole Building Performance Msthczd A, Detail$ • •• • • • • AS I ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: • FORM 600A -2001 EnergyGauge DCA Form 600A -2001 EnergyGauge ® /FIaRES'2001 FLRCPB v3.30 . •• ; • • • • • .••• .. • • ••• •. BASE CODE COMPLIANCE STATUS AS- BUI • : : :•• •. WATER HEATING Number of X Bedrooms Multiplier BASE Total Tank EF Volume Number of Bedrooms X Tank X Multiplier X Credit = Total Ratio Multiplier 3 AS -BUILT 7107.0 Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 36665 1693 7107 45465 28474 6223 4596 39293 BASE AS- BUI • : : :•• •. WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of Bedrooms X Tank X Multiplier X Credit = Total Ratio Multiplier 3 2369.00 7107.0 80.0 0.66 As -Built Total: 3 1.00 1531.95 1.00 4595.9 4595.9 • • • . : • • • • • • ; • •• • • • • • * • •• • • • • • • WATER, HEATING & CODE COMPLIA'NCg Residential Whole Building Performance M�th�d,A;- ©>etai�$,•• . ,•. I ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: FORM 600A -2001 PASS EnergyGaugeT" DCA Form 600A -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3.30 • : ••. •• •• • •• • . ••• • •• Sa . • COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE • • • • • • : : Maximum:.3 cfm /sq.ft. window area: .5 cfm /sg.ft. door area. Caulk. gasket, weatherstrip or seal between: windows /doors & frames. surrounding wall; foundation & wall sole or sill plate; joints between exterior wall panels at corners; utility penetrations: between wall panels & top /bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends from. and is sealed to. the foundation to the top plate. IEM Exterior Windows & Doors 606.1.ABC.1.1 Exterior & Adjacent Walls 606.1.ABC.1.2.1 Floors 606.1.ABC.1.2.2 Penetrations /openings >1/8" sealed unless backed by truss or joint members. EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter. penetrations and seams. Ceilings 606.1.ABC.1.2.3 Between walls & ceilings: penetrations of ceiling plane of top floor: around shafts. chases. soffits. chimneys. cabinets sealed to continuous air barrier: gaps in gyp board & top plate: attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter. at penetrations and seams. / ,�// �� -! Recessed Lighting Fixtures 606.1.ABC.1.2.4 Type IC rated with no penetrations. sealed; or Type IC or non -IC rated. installed inside a sealed box with 1/2" clearance & 3" from insulation: or Type IC rated with < 2.0 cfm from conditioned space. tested. Multi -sto Houses 606.1.ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. t/ Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors. dampers: combustion space heaters comply with NFPA. have combustion air. / (/ COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 6 -12. Switch or clearly marked circuit breaker (electric) or cutoff (gas) must be provided. External or built-in heat trap required. Spas & heated pools must have covers (except solar heated). Non - commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78 %. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. ✓ / V / V Swimming Pools & Spas 612.1 Shower heads 612.1 Air Distribution Systems 610.1 All ducts, fittings. mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated. and installed in accordance with the criteria of Section 610. Ducts in unconditioned attics: R -6 min. insulation. HVAC Controls 607.1 Separate readily accessible manual or automatic thermostat for each system. Insulation 604.1, 602.1 Ceilings -Min. R -19. Common walls -Frame R -11 or CBS R -3 both sides. Common ceiling & floors R -11. , / • ••••• • ' • • • • • • • • • • • • FORM 600A -2001 • • • • ••• • • • • • • • • • • • . Code Compliance Checklist ▪ • •'• • • • • "' Residential Whole Building Performance M$iIr d.A;- •• . • • ••• • •• I ADDRESS: 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- PERMIT #: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST • • • ••I • :' o o o o 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. EnergyGauge DCA Form 600A -2001 EnergyGauge© /FIaRES'2001 FLRCPB v3.30 I . New construction or existing 2. Single tastily or multi - tinnily 3. Number of units, if multi-family 4. Number of Bedrooms 5. Is this a worst case:' 6. Conditioned Iloor area 7. Glass area & b pe a. Clear - single pane b. Clear - double pane c. Tint other SII(iC - single pane d. Tint other SHGC - double pane S. Floor types a. Slab -On -Grade Edge Insulation b. N A c. N A �). Wall types a. Concrete. Int Instil. Exterior b. Concrete. Int Instil. Adjacent c. N A d. N A e. N A 10. Ceiling types a. Under Attic h. N A c. N A I I . Ducts • ENF�RG.Y PERFORMANCE LEV � �,`P L �• DISPLAY CARD ; based on installed Co Builder Signature: Address of New Home: ESTIMATED ENERGY PERFORMANCE SCOR,Es _• 8•5.4 •• • • . •• The higher the score, the inure efficient the home. • o : ; ; : : : : • • • • Mr. & Mrs. TIM & CARIE SMITH, 309 NE 99 TH STREET, MIAMI SHORES, FL, 33138- Single Pane -N,h.1 ft' u.0 ti= 11.0 ft= y)Ii; it feat es. Addition 12. Cooling systems Single family a. Central I Jnit 3 _ b. Central I Jnit No 3093 IF c. N A Double Pane - 0.0 It= 13. Heating systems 0.0 tt' a. Flcctric Strip 0.0 ft= R= 215.0( p) It R =5.0. 27211.4 f' - R =5.0. 214.4 ft' h. N A c. N A 1.1. Hot water systems a. LP Gas b. N A R-30.0. 3093.(1 f= _ 15. HVAC credits (CF- Ceiling tan. CV- Cross ventilation. HF -Whole house fan. PT-Programmable Thermostat. a. Sup: l.lnc. Ret: One. AH: Interior Sup. R° -6.0. 30.0 f MZ -C- Multizone cooling. b. Sup: l.lnc. Ret: line. AH: Attic Sup. R -6.0. 7(1.)) ft MZ- H- Multizone heating) I certify this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final in pection. Ot er ise. a new EPL Display Card will be completed Date: c. Conservation credits (11R-Heat recovery. Solar DUP- Dedicated heat pump) City /FL Zip: T 4H.1 41400E5 i 4 • • • • • • ••• •• Cap: 24.11 kBtu hr SEER: 13.001 - Cap: 30.1( 4 kBtu hr SEER: 13.111) Cap: 27.2 kBtu hr COP: 1.01( Cap: S0.0 gallons _ EF: (1.(,(, *.VOTE: The hallrc''s• estimated energy lil'ii rilrirrr(•c' scare is mill' available tlir•tir,>;'h the EL. -1 RE.Y camputer program. This is Iimt 0 Building Energy Rat //g. If your score is •SI) ar greater tar .S'5 /or a (:S EP.-1 DOE Enc'rgySai designation). rmm• honer may yrrali /i',li,r en'r'_,1• efficiency mortgage (1TII) incentives i1 :1 mu obtain a Florida Fner;_,l' (lunge Rating. ('mcro the' Eners.,T Gauge Hotline at 321 63.5 -1492 or see the Energy Gauge web site at Taut•. Sec.ucf:cdu JOr ir,Jor,rcition and a list of certified Raters. For iiifOr ration uboni Florida's Energy Efficiency (.'odt' 1-or Building ( 'austr•iction, contact the Department of 'muununin•.41/iil t)AI',g :(.nu.xex1 rsion: FLRCPB v3.30) Location for weather data: Miami - Defaults: Latitude(25) Temp Range(L) •• ' • Humidity data: Interior RH (50 %) Outdoor wet bulb (77F) Humidity difference(56qr.) •• Winter design temperature Winter setpoint Winter temperature difference 47 F 70 F 23 F Summer design temperature Summer setpoint Summer temperature difference 90 F 75 F 15 F Total heating load calculation 36855 Btuh Total cooling load calculation 49376 Btuh Submitted heating capacity Total (Electric Strip) % of calc Btuh 73.8 27200 Submitted cooling capacity Sensible (SHR = 0.76) Latent Total % of calc Btuh 102.5 41040 138.8 12960 109.4 54000 Load component Load Window total 466 sqft 19393 Btuh Wall total 2935 sqft 6221 Btuh Door total 38 sqft 399 Btuh Ceiling total 3098 sqft 4337 Btuh Floor total 215 ft 0 Btuh Infiltration 221 cfm 3648 Btuh Internal gain 2400 Btuh Subtotal(sensible) 36398 Btuh Duct gain 3640 Btuh Total sensible gain 40038 Btuh Latent gain(infiltration) 8419 Btuh Latent gain(internal) 920 Btuh Total latent gain 9339 Btuh TOTAL HEAT GAIN 49376 Btuh Load component Load Window total 466 sqft 12397 Btuh Wall total 2935 sqft 9599 Btuh Door total 38 sqft 378 Btuh Ceiling total 3098 sqft 2478 Btuh Floor total 215 ft 3999 Btuh Infiltration 247 cfm 6248 Btuh Subtotal 35100 Btuh Duct loss 1755 Btuh TOTAL HEAT LOSS 36855 Btuh • . . • • : .• .. • • • • • • • ' • • • ••• Residential System Sizing Calculation Summary • • • • • • •' •�• ••' • TIM & CARIE SMITH • ••• •�•CEci>s Ont, H STREET Professional Version SHORES, FL 33138- .. • Climate: South • •• •• •S. : ; • • :.. •.. • • . . 15liatx�n4 • Mr. & Mrs. TI 309 NE 99 TH WINTER CALCULATIONS Winter Heating Load for 3098 soft) Summer Cooling Load for 3098 sgft Project Title: Addition to existing residence SUMMER CALCULATIONS EnergyGauge® FLRCPB v3. Duci:(5 %) Wels(26 %) Latent rdernel(2%) EnergyGauge® Syste PREPARED BY: DATE: g b. •ecton /• CCA Manual J. �.+ if 1Z zO lCD ARCHITECTS, INC. Al # 15344 • February 1, 2005 Village of Miami Shores 10050 NE. 2 Ave. Miami Shores, Fl. 33138 Re.: Dear Sirs: 1. Masonry unit inspection. 2. 2 Fl. Slab Inspection. 3. Roof Truss Installation Sincerely, Tim & Carrie Smith Residence 309 NE. 99 St. Miami Shores, FL. 33138 PERMIT # BP 04 -1674 LETTER OF INTENT 1385 CORAL WAY, STE. # 201 -B MIAMI, FL. 33145 • Tel (305) 285 -4343 Fax (305) 285 -4330 I Juan C. David, Architect of Record for the above property, hereby attest that will be performing the following inspections for the above property: This document is being prepared in accordance with Section 2122.4 & 2319.2.4.2 of the Florida Building Code and is being submitted to the Village of Miami Shores Building Department for compliance. Should you have any question or need additional information, please do not hesitate to contact me. f 1CD ARCHITECTS, INC. February 1, 2005 Village of Miami Shores 10050 NE. 2 Ave. Miami Shores, Fl. 33138 Re.: Dear Sirs: Tim & Carrie Smith Residence 309 NE. 99 St. Miami Shores, FL. 33138 PERMIT # BP 04 -1674 STATEMENT OF INSPECTION AR # 15344 1385 CORAL WAY, STE. # 201 -B MIAMI, FL. 33145 • Tel (305) 285 -4343 Fax (305) 285 -4330 I Juan C. David, Architect of Record for the above property & having performed an inspection to the above address, hereby attest that to the best of my knowledge, belief and professional judgement, the structural and envelope components of the above referenced structure are in compliance with the approved plans and other approved permit documents. I also attest to the best of my knowledge, belief and professional judgement, the approved permit plans represent the as -built condition of the structural and envelope components of said structure. The following are the findings of said inspection: 1. Impact resistant devices installed at the existing residence under separate permit. 2. No Tie Downs were found at building corners. 3. Roof Rafter Straps were found at each rafter. 4. No roof bracing required since there's no gable ends. This is a hip roof. 5. No GFCI receptacles found at kitchen & breakfast area. 6. No smoke detectors were found at Bedroom areas. Having the addition exceed 25% needs to be done -per FBC 3401.8 1. Tie Downs to be install 2. GFCI Receptacles to 3. Smoke Detectors sha isting, ethe following remediation work bidin orners- per attached sketch. ac ed drawings. . - ed drawings. Conti... INSPECTION LETTER February 1, 2005 PAGE 2 This document is being prepared in accordance with Section 3401 of the Florida Building Code and is being submitted to the Village of Miami Shores Building Department for compliance. Should you have any question or need additional information, please do not hesitate to contact me. Sincerely, N.T.S. '5 VERT. REINF'G. WOW. JAMB IN FILL CELL INSERT '5 DOWEL INTO EXIST. FOUND. 4 INTO EXIST. T.B. W/ EPDXY CHIP FACE OF EXIST CONC. BLOCK TO INSTALL DOWELLS 4 FILL W/ GROUT. FILL CELL ET. "A" J UAN C NV,17 A. 1st DADE COUNTY • ••• SECTION PLAN • • • • • ••• • GSC • (Maltz, Problem On limo. oomm 0 3 � 103}' SECTION MANUFACTURER 216' WELL GENERAL STAIR CORP. 690 W 83rd STREET HIALEAH, FL 33014 FAX S) (305)769 1207 PROJECT NOTE: DIMENSIONS MAY VARY AFTER FIELD MEASUREMENTS AT THE JOB. SMITH RESIDENCE J w 0 MODEL CUSTOM REMODEL 3 - POWERS ICBO -ER 53330 DRIVE PINS X 3" LONG. HILTI - XZF22P8THB X 1' LONG DRIVE PINS DRIVEN INTO SLAB. 8d NAILS TO SECURE STRAP TO BOTTOM OF STRINGER (USE EVERY OTHERSTRAP HOLE) 14 GA. STL. STRAP (USP RT12F OR EQUIVALENT) 2X4 SECURED TO RISER W/2-16d NAILS (2X4 DOES NOT NEED TO GO FROM STRINGER TO STRINGER.) DETAIL A STAIR TO SLAB CONNECTION 2X6 LANDING W/ 3/4" CDX PLYWOOD NAILED & GLUED (6d NAILS, 8' OC) MEMBERS ARE 16' OC MAX & CONNECTED TO EACH OTHER W/ 5-12d NAILS (__ 4" MIN ST G R BRG. 2X12 STRINGER w „ . ■IVi � LANDING SECURED TO BLK. WALL W/ POWERS ICBO -ER -5330 X 3' LONG 2 X 4 SECURED TO BLK. WALL W/ 3 POWERS ICBO- ER- 5330X3' LONG DRIVE PINS @ 16' 0/C. LANDING SECURED TO 4X4 POST W /ONE (1) 14 GA STL STRAP (USP RT18F OR EQUIVALENT) W/8d NAILS (USE EVERY OTHER HOLE) 4X4 POSTS SECURED TO SLAB W/ STL. POSTS ANCHOR (USP D44 OR EQUIVALENT) SHOT W2 -1' W HILTI - ZF - 22P8THB DRIVE PINS TO SLAB AND NAILED TO POST W/4-8d NAILS. DETAIL D LANDING W /POSTS CONTRACTOR/DEVELOPER TOWER CONSTRACTING POST NAILED TO STRINGER W/3 -16d NAILS 4X4 POSTS SECURED TO SLAB W/ STL POSTS ANCHOR (USP 044 OR EQUIVALENT) SHOT W2 -1' W HILTI - X - ZF - 22P8THB DRIVE PINS TO SLAB DETAIL E POST UNDER STRAIGHT SECTION TRINGER ATTACHED TO LANDING W/ ONE 14GA. STL STRAP(USP RT12F OR EQUIVALENT) NAILED TO LANDING W /4-8d NAILS AND NAILED TO INSIDE FACE OF STRINGER W /4-8d NAILS. USE EVERY OTHER HOLE. EACH MEMBER CONNECTED TO EACH OTHER W/STL HURRICANE BUTTERFLY CUPS (USP CLPBF OR EQUIVALENT). MIAMI -DADE COUNTY 02 -0102.05 X ALL WOOD MEMBERS IN CONTACT WITH CONCRETE TO HAVE TAR PAPER IN BETWEEN. CORNER MEMBERS ATTACHED WITH MULTI PURPOSE FRAMING ANGLE MP3 MIAMI DADE COUNTY 01- 0417.11 ALL TREADS & RISERS ARE GLUED TO STRINGER 2X12 SOUTHERN YELLOW PINE /1 K.D. 19 STRINGER ROUTED TO RECEIVE TREADS & RI 1X SPRUCE f3 OR 3/4' CDX PLYWOOD RISERS 5/4 SOUTHERN YELLOW PINE #2 TREADS (ACTUAL THICKNESS 1") RISER NAILED TO TR W/6 -10d X 3' LONG NAILS EQUALLY SPACED 2X2 8 -12" LONG NAILED & GLUED TO RISER & TREAD PLACED ON CENTER OF THE TREAD & RISER GLUED & WEDGED W/WO WED DETAIL B: CLOSED 5- 24 GA. X112'SCREWS IN EACH LEG OF 1 12'X2 12'X1/' L ANGLE 2X12 STRINGER _ 2X RISER STAIR TO WD. MEMBER RISER ATTACHED TO WD. TRUSS OR WD. MEMBER W/ (4) -12' X 5' LAG SCREWS THROUGH RISER AND THROUGH TRUSS OR WD. MEMBER. STAIR TO CONC. SLAB RISER ATTACHED TO CONC. SLAB W/ (4)- 12' X 5" EXP ANCHORS OR (6)1/4' X 5 TAPCONS. DETAIL C orlando m. fortun consulting engineers, pa. 7220 s.w. 39 terrace miami, florida 33155 phone: 305 - 262 -6225 fax 305-262-2014 Y SHEET 01 PENETRATION TAIL 1 9 2005 01 C r D h2 I II „ to • n 7 I S1 ., 7 „ ilazept A N ,Sii ,.. „s'! 25 t 'L, LO3 41 v 1D. $o PROPERTY OF: nn NOT YAUD wormOUT me IMMATURE AIR► tIIE OIOOIRAL RAISED SEAL OF rtoo'o* memo SURYErO11 ANO MAP rER 16.10 NE. o) v" Lo 1 tOh t & '- M � •�+ I, i 0.7p c. tkif- 4 IAJoDo F•Plc.6 ti CS e1Gk sfePs . f32tCL. • 22' p�g_.k.` / A- BQU.NPARY SURVEY t h•r.by certify Thal flu arrvey repratented hareem menit flu minlmnm techrrl 0 . landsld, eet forth by the Rnard of t.nrd Surveyor, In clrapinr E1G VS florins Admint,lrallve Code per,uant to Sechnn ej7.O77 Flu. Matteis,. there are nn anernach W ent', nntap,, ea,amnnt, arrnn•na on the rt,t, ether than at a hewn beet,, 2 3. of , S7 - 0 43.20 po 1 2�. oo' 1.7 I •• • • • •• ••• •• • • • _0 • • •• • 0, Li ( ! ' {. • •• `• .. • �� _ Thy s prcZFe11t‘4 d6seribed as : Lots :artg1;6 the West 1/2 of :Lot .17 , 13].och: ail, AN AMENDED PLAT OF •MIAMI SHORES SF�CT ;ON NQ.�, accoring to the 111VC :the* of.,• p$ ::Corded in 1:10t :Book: 10 : Pagp :70 , of the Public Records of Miami -Dade County, Florida. I Z 'a pH•aLi LA t il.v 6i r b,5o 5.25 5. fld 3z / I1,4a' l t• • 4 D C -r4 am . -, t4.E.: T. �*' 0 0 6) 0 LA C(1 LANNES AND GARCIA, INC. LEI. 112098 Surveyors-Mappers-Land Planners 131 SMITH, PSM 15238 vago I of z • FNU h it c).70 Qr- 0,25' OIIIc.e Address: 359 Aicatar Ave, Coral Gables, FL 33134 (305) 666-7909 (954) 523.8663 2o' Smith, Timothy Henry, and • Mutter, Carle Michael 309 N.E. 99t Miami Shores, Florida rIEU) DATE SCALE / DRAWN DY DRAWING NO 06 - 24 -o4 / " =2° r.e • 157921 • 33138 MOt VAt1O M 111DOt nit SIGMA MIK Mm tilt On10MAl MAIItO SIAS Or 1t OMM1A l ICOJStO SURVIVOR Alm Legend of Su[xey- Abbrolations A (c) Cl * INC SIP 011 re • rrt Art Distance CekiI.l•d. Incoesch enl round t.on ripe Overhens Mei Dad rr•w ty Imo (t► tMAI, P•N 1 1.11.01 c) Code restrictions and title search aro nol reflected on II►ls survey. d) Underground utilities and encroa.lhmenls, if any, not located. g) This survey Is not to be relied upon for construction. ELIZQI2ZONE: x EI.Q 21LINEORML I1ON: Community Number: .120652 PanelNumberlMap 1: 12025C0093 Sufllx :• F.I.R.M. Index Dale: • Base Elevation: CERTIf=JEQIS2: —22 —Q4 "Lender" A/C A1. ComblInn.ol r•J CO Will nmin CA. Conlin 1ln. ter tl.ct.k tr.ndormu r.d r In f (land 1 on and Ono OttkId Ile mdt Oooki rc Point of Cwvdu.t roo Point of tlernn1,1 WM Wain Motet • t SMt (.1. M .inl t.si, nag J 7 -17 -95 Not Available A L3OIJNDARY StlliVEY 11..,.h) t spiffy 111,1 Ills survey ispr.ftnte41 bu•o 1 mule the minhounl I.cbnlc•1 viand .,d. H1 twin by Ib. Board of Ln.d Surveyor' In dimples 1111114 110,1,18 ArlmloMh.tly. Cott* pmonsnl to Section 412 On f rl,. Stslul.., th..,it me no encroach m•nl'. ovrbp,, •.•annul, 'ppsming on the Pld, 011ut It.,n •f 'hewn revise . n(rl �Clis COIF; r 11 1 0111 rc.c rnC A At \ rtl. MIflVEY0 flts , sllt-rr n IKi 1 77 . 7 • • • •• •dI1One • • • • Cnnc,,i. OIx11 Sln.d • • Pm • • • • Conu.lt • • b' • • r 0.01 1L •101 .J • • •• • • • ItlilAy l i • • • • • • Point of Compnm d Clove Point 11 rommencuotnl Cenl;rl Angle . b.d vyI•tenn,d • 0A1; • • 00.11 • • • • • • • • • • • • • • • ••• •• Oro...rtl ( :Orly I?,(0, •• • •• •• ••• rt; • • n ehl•eI• • • • • • • • • • • • • gisede .rl...c♦ • • • •• .• • • Ilf....:t'S. 1•11.'11.'11? • • rut In.1 1,J...d HGVU • I1 c..,d,1 • • V.. l,i l 0d.n,� • • • • • • • • • • r1,1 • • • • • ••• r ,t • roiul nl fltve,15 Curv.hu. 1'IIC • rj ••• • • • •• • •• • • rypnla I..II.cy • • • • •• • HELD DA SCAte UnhWlt nY •. • • •• • • • 11 11511 u,w SI C scn SIP swK I It WM a) All Clearances and /or encroachments shown hereon aro of apparent nature. Fence ownership by visual means. Legalownership of fences not determined. " b�) The issue of this survey Is only for Iho exclusive and specific use of those persons, parties or institutions shown in the certification. Any other Intended use will require written approval from the certifying surveyor or firm. e) The flood information shown hereon does not Imply that the referenced properly will or will not be free from flooding or 'damage and does not create liability on the pars of Iho firm, any officer or employee Iliereof, for any damage That results from reliance on said info) oration. I) Tlto lands depicted hereon were surveyed per Iho legal (lescliplion and no claims as to ownership or mailers of Lille are n)ade or implied. Bearings, II any shown based oil '(reforenco)' Sullivan, Admire &Sullivan, P.A.; Attorneys' Title Insurance Fund, Inc.; Smith, Timothy Henry, and Mutter, Carie Michael, and America's Wholesale Lender, its successors and /or assigns, as their interests may appear. Smith, Timothy Henry, and PROPERTY OF: Mutter, Carie. Michael, 309 N.E. 99th Street, Miami Shores, Florida LANNES AND GARCIA, INC. 1.13, 112090 Surveyors- Mapi)ers -I_aml Planners BE ALE SMITH 15230 OIIIco Address: 359 Alcatar Avo, Coral Cables, ri 33134 (305) 666-7909 (954) 523.0663 OIIAWIII(; Ito 157921 n.d. 11.111 n1 W•y Sect w Su. nod St; r .. Nee r.n t... nem Wit. Melt( 33138 NOT Y*tm PRIM , nil S IRMAnere AIM 1111 MOW Rt'!!O SEAL OP PUMA tl V'T!!r t'Di1VE7M1 AND enAPMIt 3.4 . 4 / 14.(4000 FENC 43.20 This prop - -- Lots : 15 a of Lot 17 AN AMENDE SECTION Plat th- Plat Bo•,`. Public R County, 21.10 I4•9 5� I'7 pbRck Oen PROPERTY OF: 2o'PreaP4A.LT Smith, Timothy Henry, and Mutter, Carle Michael 309 N i/0 zoo Y 3 --30- zoo6 kS_QUIWlARY- SURVEY 1 hereby tilt* that the Purvey represented herenn meet§ the ndnhiurm lechrdeat etandnde let forth by 0,. Snerd of Lend S rv.yon M chapter 51011 -S ►lorlde Adm$Mstrativs Cede pursuant to Section 417.027 rm. stolid's. there ere no encroach Went*, evertors, eee*moots § *'§shoe nn the other than se shown hereto E ••+� _� Miami Shores Florida 33138 Witco Address: 359 Atc,zAr Ave, Cc'nt Oeales, FL 33134 (305) 808.1909 (954) 523.1863 L.H. Surveyors- Mappers -land Planners fEAI.I? SMITH, PSM 15238 !IUD DATE SCALE / DRAWN BY 06 - 24 -04 1 =20 1, R . -4V4 ,04fr4 WE) .yam 10 -14 -04 "Recertified ", Gt3./a4 VA P&L e.koJr /0190e2 To revised. LANNES AND GARCIA, INC. Page 1 of 2, as: West 1/2 I SHOES to the d in of the D de e -- 8 9 1 ORAWINO NO 1 '21 Certified 159526 Lags ur1py.Abinavlatlona A • 11*0ish.d. ••• . •• •• • ICI CE1/011.< • • • • • • • CL C Yr • ••• Holes • w/ • AM Cc*.hltl Adi Pod • ,Fp : CZteh=tssin: • • • • • • C • Csnl.•I hr • • INC tr.ewuhn...d 1/P thehk translo.n.0 red 11P 011 re P4 jour PIP* Pe • • * h • • • • • • • • • • • 411. le.h • • • • Pt • • Pall of u.vIu.l • Pa • r •e lnd fen nod • • • • • • ` • • • • • • • • one • Olrkls: INSMdl & s Pupal, roe r.lnl el Oet.mint UP ta r " : • • • • c•• • 1".r .l 1 1.4.81 : • :• : • 1=16 • l•►.11.eint.l' • • • •• • • • • • •• • •• • • • • • • • ncn ,cns CINM, Fla (M) ntlt rcc me A AI Code restrictions and title search are not reflected on this survey. d) Underground utiulles and encroachments, if any, not located. . g) This survey is not to be relied upon for construction. ELQ.412ZONE: X ELQQ.R.JHEPBMAIiD11 Community Number: .120652 Panel NumberlMap 1 : 12025C0093 Suffix:• J i'.I.R.M. index Date: • 7-17-95 Base Elevation: Not Available er revise . 0.ows,d Couple n►co,de Conceals DIxk Stewing Conceals roneul Alt bitted O.eth•sd t /Uldy 1In►s rolnl a Conry.nmud COI vs POO it1 Cowttstneanuld Cent;. AnSI. Ancient lasemsnl 10 -14 -04 "Recertified", Certified To revised. nLIN) n.dd... n *,d. a C11 Oro 11 mom*, nAll MM. 1 111 IN+,onA1 1•.stna1,1 11 /W 1het. WWII 711 rv• 11,41,etd 111.0 Stet at PlnVll 141mmdOtnd sat Sett nest Vet In A 0►h.., r 11.1 sir sat 1 ..n np. rn me rl 0/5 Mutt Bearings, if any shown based ore i(reforonco) CERTtflEQ TO: - Smith, Timothy Henry, and Mutter, Carie Michael. 11011/1010101110111 i IS 11011A MI A,m 1.1I 611101114 0A11.10 3I A1, 01 It OfcCIA 1.Crint0.3 0VIM0n A00 MAIP,11 Len 4 SCALE A usDNRARY. SURVEY 1 bet. *tam, Ilea the •urvr upus•ol•d ales /Mils Ih* n.hrh leechlike ,lsnd..rd. N1 lath t, Us* 0•ud of Land tur•r•yor• In ch.plu 11011.1 Flwhl. Admleefehanv. Ced• pruunnt to Salton 112. :1 71a. SI•iute.. Th.,. 1 1 no • ttu ed. m.nla, ovubp. •••imams •ppenhrt on ih• PI.1. other Oun •. Anon; h.1.10 • Vr 1.1 alarm tin V .?..Q 11E1.1) RATE _2c —Zd Palo Poled n► eat.., se e) All Clearances and /or encroachments shown hereon aro of apparent nature. Fence ownership by visual means. Legal' ownership of fences not determined. li) Tho issue of this survey is only for the exclusive and specific use of those parsons, parties or institutions shown hi the certification. Any other intended use will require written approval from the corlifying surveyor or firm, e) The flood inlormatlon shown !lemon does not haply That the referenced properly will or will not be free from Hooding or damage and does riot create liability on tie part of the firm, any officer or employee thereof, for any damage that results from reliance on said tldolmalion. 1) The lands depicted hereon were I;urveyod per tho legal descdpllop and no clnhns as to ownership or mailers of title aro made or hnplfed. • • .. b.. a ... w LANNES AND GARCIA, INC. L.G. 112090 Surveyors- Mafiiiers -Land Planners BALE SMITH #5230 O111co A/Itess: 359 Alcszar Avo, Coral Gables, Fl. 3 134 (305) 668.7909 • (954) 523 -6663 ROhWII 05 011AW1110 110 157921 159526 SW1( 1.4..a% Irc VIA flint Peen! .4In,pnc, WM W.I. WM. Smith, Timothy Henry, and 11RO1ERTYOF: Mutter, Carle. Michael, 309 N.E. 99th Street, Miami Shores, Florida 33138 wi••s•�err..•w•wr•k e1M1�a1A' p gC�IICuI�� o s 2006 g BY* SPO4 - L 14- . ... • • • .. • • • .. .. • • • .. .. • ..... • ... • • • ... • • • • • ... • • • ... • • • • ... • • ... • • • • • • • • ... • • • • • • • • • • • • • • • • • • • . • • • • • • • • 041 ... • • • • • Of t BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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: SH -701 Aluminum Single Hung Window Impact Resistant ✓ APPROVAL DOCUMENT: Drawing No. 4040, titled "Aluminum Single Hung Window", sheets 1 through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 10 /11 /01, 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 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 NOA # 01- 0629.08 and, c 11 as approval document mentioned above. The submitted documentation was reviewed by ' 3 4 . W 7 - - l FACT . • ••• • • • .. •• • • • • • • • • • • • • ••• • • • • • • • ••• • • •• MIAMI -DADE COUNTY, FLORIDA VETRADADE.FLAIGIIER BUML 140 V1+rs3' 1''I:AGLEA TRREE SUtfg AM, ;MIAMI, i.()RIDA P 1 (3051375 -2901 • FAk (305) 375 -2908 •• • . • ••- -- • • • • • • • . • • • • • • • •• • • • • • ••• •• NOA No 02-0702.04 Expiration Date: November 01, 2006 Approval Date: July 16, 2002 Page 1 DESIGN PRESSURE RATING (P.S.F.) W / 5 16 LAMINATED ANNEALED GLASS 5/16 LAMINATED WI HEAT STRENGTHENED CLASS WATER INFILTRATION REQUIRED WATER INFATRATION NOT REQUIRED WATER INFILTRATION REQUIRED WATER INFILTRATION NOT REQUIRED -50.0 +50.0 -50.0 +50.0 -80.0 +66.7 -80.0 +80.0 d(4 y L4T1 aw: , 1:*1501L 3t 111 ©(- E3><i a1-1l11ELEJ Ja H IX 0 M - I. Alum. �? 1 H T. RAI Al -T F : ©]•[1�F27� wiaarliaramarcsammicamarizr 1EaCr�FiL - VR4YL B IQ)•F IIIMILIMIU PHIL. N. HO. 11•�27112:IEllr WEEP LA H /11 x .625 PtI. FLT. HD. 7858WW 1 1 , fern and of vent tap roll d width Is a. 42) 2 (Sweep Latch Screws) 4 n u I . Sw. • Latches MINIATUR DI PING MERCHANTS FASTENER TEAM PLASTICS DOW CORNING MIELSIHIRTRIIRRI a TEM DESCRIPTION V. i. QTY. / LOCATION VENDOR VENDOR -12225 -122 1 2 AF -12229 TP- 1 2 122 A II Lill El.,. -(! -t A:K )•Qfa ErtiliffirV1173, EMallINIIIIIIININI VAR 6 ID>rC/ENtIFI1.7P/M11113 t146 dioa• t e ws1111111►'..Ijill UU ni'li�:X3'I � Fk 77•G= L ili:a..:..... FNME3% 1 'i I iiif �t•1ii� 16/11 ! 71r�7TaXT F 10111 �� »� WA UDt. i-1 37 aTiZin111•111111 1F3(1 FU nW E 11.f re:Ta111111111Lt 11E 1.31 •' O RPRO4. , JEW17 1071l1t1 41lfi1H>• rcI r�IIIMIrIIIIltJru >i 110111:'-'4:E- IVAII' r,v2Mi/MINIIIII[ ZCIIFSO e. o h.me :. billICIRICAZIFi E'7Wr : fF1 FlJI.. I EX )♦Qa :;d:!T.INI/Cill'7e a E2:111 X17 Li4r,741 o_IIII M5 t 1 ?`)I z lt.r L•3F7411111Ell( 0 from bet MTATITif1 1I .. , 214.101 4 76.000 MAX. 5 3/4' i 1.3.000 - ON TIP WAD • sal. 2.) CONFIGURATIONS: OX 3.) DESIGN PRESSURE RATING: SEE TABLE 4.) ANCHORS: MAX. s 3/4' FROM EACH CORNER (HOW & SILL) MAX 6' PROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD Q SILL: 1.3.000 MAX. SPACIAL AT JAMBS: 13.125 5.) SHUTTER REOUIREM£NT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: FT1.-1889 5.3.125 MAX. %a VENT SIlF; 50 I/2' x J8 1/4' ELEVATION LARGE MISSLE IMPACT WINDOW$ I.) GLAZING OPTIONS: A. 3/I6' (.350) LAMINATED GLASS (1/8' annebled /.090 film /1/8' annealed) B. 5/16' (.350) LAMINATED GLASS (1/8' heat strengthened /.090 film /1/8' heat strengthened) 8.000 13 1/8' ON CENTER 6' Robert L. Clark. P.E. PE 439712 Structural I FAT INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOMIS. Ft .34275 P.O. 905 1529 NOKOMIS. FL 34274 • relooticr gang. NdO.,pee / _ � 111I.Yin Caved L F.K. Rend VT TO/I I/O a. TB, TABLE, EXTR rGLE• HU t L Sheet. . �r 4 • •PRODUCT RNitiWM: • • • of - 09 O • • • u1cFfrAHC • • • • • • !��: toevi mor • a UNIDecOCOoe • • I •• • rNoow • • 4040;•••• B 11411.7 • • • 04. • • REFERENCE TEST REPORT: Fit -18.99 34.500 DAYLIGHT OPENING VERTICAL SECTION Koltun L. Clark, P.E. PR 439712 Structural 5.3.125 49.625 HORIZONTAL SECTION INDUSTRIES 1070 TECHNOLOGY ORNE NOXOWS. 11. 14275 P.O. BOX 1529 NOKOMIS. TL .14274 pe.sd Or F.N. Ra 0.8. Drown Dr 0.8. D.te: Description: SECTIONS 34.500 M000CT DAYLIGHT . es l�tO OPENING �B a oz.o4 PRODUCT REI+IZWEID • • 'I1tY1v • • • • • • vail'Q17 DAir. ltr .. t 37 v0 R e. r Lt. EXTR. n Amt: 18/98 4404.49:44 • • UAW 2/9/98 • • • • • • • •• • nt1pj777ttl c004. • • • • • • • rate: •• •• •s •• ALUMINUM SIAJGI.6. HUNG WINDOW ••• SM./Weft Stec • SNP: .�grr0. �'e sH -701 NTS 2 pr 4 4 •• •! •4040• • ( 3 • a •••• • • • • • .737 �--- 2.784 Q r .062 .705 O ALUM. 6063 — T5 1.062 --d Imo•- ti 2.029 1.403 d ¢ ® ALUM. 6063 -T5 -11.165 .062 1.348 .413 H r' -- O ALUM. 6063 -T5 .050 REFERENCE TEST REPORT: FTL -1889 2.710 .655 � — - 2.784 1. 123 O ALUM. 6063 -T5 O ALUM. 6063 -T5 �-- 2.274 ----" .062T 1.707 1. 187 1.057 I I .678 ® ALUM. 6063 -T5 ALUM. 6063 -T5 H 1 023 -•--- 2.325 1.969 .062 ! -•-I 1.350 1-.- © ALUM. 6063 -T5 II 1.451 .490 .062 /7-7 ALUM. 6063 -T5 1.523 T Ruben L. Clark. P.E. PE 439712 Structural .062 T ■ INDUSTRIES 1070 TECHNOLOGY DRIVE NOKOACS. rL 34275 P.O. 8OX 1329 NOKOMIS. Ft .34274 1/8" ANNEALED OR HEAT STRENTHENED - CLASS .090 INTERLAYER SAFLEX BY SOLUTIA OR DUPONT PVB uaespaeat SH— 701 41110014;T>1Lgp =paavallabe Nadi • • • ufnir Ole.le• a 0ale: 10 /I1 /0 Dale• 8/1 8 /98 5/ 16 " LAMINATED GLAZING DETAILS I I • 1/8" ANNEALED OR HEAT STRENGTHENED GLASS R Q6. Omni Or OWE 0.8. 2/9/98 • _ , _ 4 EXTRUSIONS •. &AZING . • QPTIONS ALUMINUM SI HUNG•WINDOYD 5c0• • 9..1. • a41.4%. NTS..3 ' 4 •••• 4040• • • • r• • 1/2" NOM. ___9_ GLASS BITE ••••• • 7:19 r..�vQ L R1HI1.Ae� • • r; ' @J.E EXTR. • • M aq•• • ti4 • ' �1r �xarlt c • • • TYP. Sil l TYP. H AO REFERENCE TEST REPORT: F71 -1889 /12 PANHEAD TYP. SIlJ. • .• • ' • • • TYP. HEAD 1.500 .250 MAX. 2 x WOOD. BUCK 1/4" TAPCON Robert L. Clark, P.E. PE 939712 --Structural 1.250 a; . .250 i x WOOD M BUCK TYP. JAM? INDUSTRIES 1070 TECHNOLOGY ORhE NOKOMIS, si 34275 P.O. BOX 1529 NOKOINS, IL 34274 ReFa R P•e.n Bl D.B. o.l.: 2/9/98 ` NTS MAX. TYP. JAMB • Dole: 10/11/0 V18/98 91, AVE, EXTR. • • •• 11 WI VP • O.aaiplbn: • • ANCHORAGE • • • • • • • •• •• • • Title: : • ALUMINUM SISVGLE G• HUN•WIjVDOW S. 1. /MOOe kerb No. • K. • SH - 701 • 404Q B s�eH 4 of 4 .- • • •• � • •• 4 f �0� ?/ :XI 3317: ll f).1��, f .". 1!1* 1.S1.< • L A n to. 1 • • • a- MIAM BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries Y.O. Box 1529 Nokomis, FL 34274 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: Series SWD -101 Ontsiving Aluminum French Door -Impact APPROVAL DOCUMENT: Drawing No. 971, titled "French Door -X, XX ", sheets I through 4 of 4, prepared, signed and sealed by Robert L.Clark, P.E., dated 4/13/01, 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 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 and shall be available for inspection at the job site at the This NOA revises NOA # 01- 0417.04 and, consists of this The submitted documentation was reviewed by Theodore ,4wf . FR 0g -) t c - T • • • • • ,•, • • • • •.••• • • • • • • • • • • • • • • • ••• • • • • • ••• MIAMI -DADE COUNTY, FLORIDA METRO -DARE F&AGLER Dtl1LVIRG 140 wtst I'LAGCBit min; f 03 • • • MIAI$. FL RIDAtl • • (3057375 fAX (305) 375 -2908 • • • • .• . • • • • , • ; • • • • • • ufacturer or its distributors cial. al document mentioned above. NOA No 02- 0701.12 te: November 22, Mb 4 royal Date: July 12, 2002 Page 1 I 110 ve IMMO TYP. HEAD He TYP. JAkte r TYP. SILL .WD ONOUT 114151 1 r•vara imam 1440 TO 112 1IAA ID TYP. HEAD V wpm TYP. JAM r� � g M l Roberti,. Qark P.E. P.E. 09712 Structural : *77l 7•=iC aus ITE DESCRIPTION V. T. OTY. DESCRIPTION /1'!If +P 1 kKJ. ". Gti i arr , • n door tya . • r 11♦rxm fir, tz t - f ��ri . I �.7., irk ,T.;a�trr411 ,ar t y♦�..!` IRNII I f ,.I.% :ry'+Iu+ :��Urd_t+��r131V .... A c .� MA 1, . +� .. WM 11 [: }I.I'f FIE7 G!! '�*T- L3aLI�rt I u ,,. � �1l'•Y II E[T'...''rlt L.l< .. iik It* t.fr. wa►.tilMININIIIIIMMz. • . r.NO ., • r, rr •. ; �» Ian �1 ii4111 1:(7 i L14211F LT ry. QT D3..»t!�'�?'. lit 3ia rai r' AIrt4�T +�41 1 I7 .�.:....a�u�.14 .•.4.' 1r iz �. L 3'. IK11i ' J •1r,1;:'. 4 A1R6 iriPPi+iZZFrlr 12:Ti 7 r, �:,..- 21_.,.. � f' ar1rta ka1`_+ a7t'?7T.'^A F r1i r +T yi , ��[6tti�' ■ Ititill EllVi.:Wi u2. `( ty,Y +err :• ^ l wr.1. s 011P :'. er %: ' Eicr � a�rt~t rte. r IC I V . ��2 z�.t��r+ a 7El-"Tll : rC�f1 �• .r *Tf'Y,TTTlr6:e. ' _ f .i'f''il:�r trb?'it' its....arIrc ' i -, .11111M , ONI...,.. , lift'. ` +�:% •^• ii :'{i�)RCl7,7t�f 1_ 1.% r r ;:l• `7F�ronQ added 2 pt. lock info • O.8. 2/Is/98 * tidal ei summnairt SWD -101 VENDOR VENDOR Pinaucr RttNv*tD mrenwahw • +.041 ,off c1WtA rte+ c�t?2 2 00 nor . " 4 3 7 • t ' • 1070 TecS Ml y, Dr. Nokomis, 1i••• 34275 •• •• •. reach Door — Anch /S'D.'p4. PR .a WAWA ,«t 'ice r Dm*. • . •••• 4;"4 ••. •971 • • ••• • • 7 1/2' 13' MAX ON CENTER TV. HEAD & SILL SEALANT ON FRAME CORNERS k PANEL CORNERS 7 1/2' xx 71.750M 85.750 7 1/2" -- 13' ON CENTER 7YP. 4E4D & Sk.t. Robert L Clark, P.E. P.E. Mil Structural ANA 61Der D) added 2pt kick info 13.5' TYP. MAX. 5 1/2' SEALANT ON FRAME CORNERS Ar PANEL COMERS .BARGE MISSLE IMPACT DOORS 1. GtAZIY0:.401 /.464 LAMINATED WANIERLAYER (MONSANTO OR DUPONT) 2. CONFIGt*47TONS: ( XX 3 DESIGN PRESSURE iO4ONG: 3c) .484 LAM.: +75 P.S.F. -75 P.S.F. 3b) .401 LAM.: +60 P.S.F. -60 P.S.F. 4.) ANCHORS: MAX. 7 vr FROM CORNERS (NEAO do St1.L) MAX 5 1/2' FROM CORNERS (..W113) MAX SPACMtG AT MEAD & StL: 13.000 MAX SPACING AT Jella 15500 5.) NO SHUTTERS REWIRED 6.) REFERENCE TEST REPORT: F71 -2241 7.) FOR LOCKING ASSEMBLY OPTION - SEE SHEET 3 OF 4 MtOiLeraavnca No �rw1w.R O ?Ot.t2 t1h•h. PRODUCT RENEWED Acc rreocs . ot- G4' EXPUTAT1911 DATE Nt••• t zt, 7406 a ;$441% raroy t vwaa t1URm�1 OFr1Ct: • • •••• • • • •• • • • • Jaime uaaftJYM1 ye. emir .44. emir .e. 41 t:«t.r/Valt SW0 -101 IlliggiFlORG tar OF reach Door — XI•3C•)f as r rh�/ao tror uor woo. rax • i4"i • r c'"i'l • tr..,, a1K O.B. 2/16/88 : // i «4 1 .... 971 It 1070 TeAMU, Dr. Nokomis,* No • • • 34275 • • • • • • •••• • • • • • it • • • • • • • • S. •• •••• • • .• • • • • • 95.750 93.625 489 EXTERIOR 1.272 4.000 4.000 ROUGH OPENING SEE SHEET 3 FOR ANCHORS .250 AUK ROUGH OPENING 3.00.0 .250 SPA 84 3/4" fN VGHT OPENING 1.479 VERTICAL SECTION INTERIOR 1.489 r .250 M M 3.000 - "t ROUGH OPENING 34.825 1•VP. BOTH PANELS ACME PANE. 25" A r/t obdrt L / C1art. P.E P.E.R39712 Si al d INTERIOR 71.750 EXTE4FOR HORIZONTAL SECTION D) odd.d 2 pt. lock info INACT.NE PANE` 3iwrrturILAYit tie r ie 1 r >r o N I Attar r.,w/wr.k SWD -101 lkswertotkigr 11100UCT ROUES SHolooliie *Mt On POWs OM* Oak Map.. •• •• •• •• • 250 SPACE ROUGH OPENING 1.480 PRODUCT RENEWED ,usrnnmxsN. ot01. oy cofunnatotn t+wsafet tr 1 • • o IMPSOt trcs o+wrcb • • • . . • • m1tn/+o • •• • • ••,•••• • 6.46•46.6.4t--- 1070 Te.Mrdagy Dr. Nokomis, 41. 34275 • • • • •••• • OA r1D17/00 ». r. ar.,, French Door — E ;vns • M FAr Ml' WNW* IA • SeN; 11 rM: pw^Y,N 1.41. 1.41. • aro.. Iv: D.B. New • 2 ,, 4 • • • ".971 i 0 . . Soto • • • • .• • •••• • • • • • 1 /b Ahw .090 ...rr 3 /re AMI. -1 sow,/hi s e SWO -101 WI' I . W /YAMSAAM, tam PV1 ANTON AVM S ANN. .1 /ie AIN -..t IshowaroJilaillat 1070 7edtilafb1}, Dr. nosh., • It • Nokomis. Mr • • same so • 34275 • • •.. • • IND • • • • •. •• French Door — E herd Glaxrn PROM *it Aa it/17/W. .., .- ,d.,,,.... ".004P. 971 D •••• .._ .. • •.• • • • • • • esc M I AM PRODUCT CONTROL NOTICE OF ACCEPTANCE PGT Industries 1070 Technology Drive Nokomis ,FL 34275 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00-0628.11 EXPIRES: 11/09/2005 APPROVED: 11/09/2000 „Ivo' THIS IS THE COVERS EE ADD I CQNJ)ITIONS BUILDING CODE 4c PRODUCT REVIEW COMMITTEE Awn. 4 31-oz g - )N . ...• • • MtaCi� t3Aa Chi:411, METRO- DIDE:FL1tiLE.'Y( BI • • ••• • • • BUILDING CODE COMPLIANCE OFFICE 11ETRG)- 17ADE•FLMJ.ER 13UMLDINCe 140 pVFST ,AQLL STRFF?T,.SI1Tr Ij43 : MlAMI:F1.QR1T)A 3 :131 -1 :6 1: • (305)375 -)90+ FA•C (305) 315 -2908 CONTRACTOR LICENSING SECTION • • • (X05 ):37 10 3.502 • ••• • • • • • • • (:ONTRA ;FC=R LIT Divts)N • • 405+ 373.2966.FA•X (AN 33.2908 Your application for Notice of Acceptance (NOA) of Series SGD -70 Aluminum Sliding Glass Door - Impact./ under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. PROW CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodriguez Chief Product Control Division FOR SPEC I I ENE ' L This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. de County Code Compliance Office \\s045000 i ipc200011t.mpiateslnocice accepanc• over p•je. Internet mail address: postmaster (Abuildingeodeonline.com rI, Homepage: http : /iwww.buildingcodeontine.com PGT Industries • • • .. • • • 000 .. .. • • • .. .. • • • • • • • • • • • • • • • ... • • • • • • • • • • • . • ... • • • • •.. ACCEPTANCE o.: . . t10 062&11 • • • • • • • • • • • • . • • • • • • • • APPROVE!) • .:. : NSveug er 9; 2000. • EXPIRES ... Na ve�nbea 9: 2006 • NOTICE OF ACCEPTANT SPECWIC CUNp11Itr4 : 1. SCOPE 1.1 This approves an aluminum sliding glass door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFRC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The SGD -70 Series Aluminum Sliding Glass Door — Large Missile Impact Resistant and its components shall be constructed in strict compliance with the following documents: Drawing No 4345.1, titled "SGD -70 OXXO." Sheets 1 through 4 of 4 dated 03- 15 -99, last revised on 10- 13 -00, signed and sealed by Robert L. Clark, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 Head receptor is not allowed to be used in this installation. 4. INSTALLATION 4.1 The aluminum sliding glass door and its components shall be installed in strict compliance with the approved drawings. 4.2 Hurricane protection system (shutters): The installation of this unit will not require a hurricane protection system. 5. LABELING 5.1 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. 1y��� �• Lh4Alic lshaq I. Chanda, P.E. Product Control Examiner Product Control Division 2 of 3 PGT Industries E v l a5- Chit:. p 74, i l''' it • •• • 4 • • . a - .• ._ i • _ . Z ••t • _ s _ : • .s• - • • E • • • • • • • ACCEPTANCE No.: • .00-04p1 - • • J r _ J • _ L - APPROVED - .: - : Noluediger 9:1600, EXPIRES - _ : Nav� a rr9.2095 NOTICE OF ACCEPTANCE: .__ AND CONDI�'t�ni�t�:: •: _. • _ 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; r) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and /or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process. b) M isuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purpose. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. 11444 1. Ch~n44 Ishaq I. Chanda , P. E. Product Control Examiner Product Control Division END OF THIS ACCEPTANCE 3 of 3 MAX. ON CENTER TYPfC1L HEAD & SILL 2 ROWS OF ANCHOR SCREWS SEE SHEET 4 OF 4 LARGE MISSLE IMPACT DOORS 1.) GLAZING: 7/16' LAMINATED 2.) CONFIGURATIONS: OXXO 3.) SEALANT: FRAME CORNER, INSTALLATION SCREWS & PANEL SEALED WITH SCHNEE /MOREHEAD /SM5504 SEAM SEALER 4.) ANCHORS: MAX. 6 FROM EACH CORNER (HEAD & SILL) MAX. 6' FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 13.000 A MAX, SPACING AT JAMBS: 21.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: F'L -2369 ELEVATION DESIGN PRESSURE RATING POSITIVE ! + 60 PSF NEGATIVE j - 60 PSF AIA7f. ON CENTER oPPRowcta comma volume aotnNttosna PPP N It !i _... mecum 010111ROL WPM mom exce taimuoce wet Accupwox L VER. r • • ▪ •• • • • • �- MAX 43.562 v OLO WIDTH A I F MAX OLO HEIGHT .00O IAX 1 / H 4 2 1 ` f MAX. ON CENTER TYPfC1L HEAD & SILL 2 ROWS OF ANCHOR SCREWS SEE SHEET 4 OF 4 LARGE MISSLE IMPACT DOORS 1.) GLAZING: 7/16' LAMINATED 2.) CONFIGURATIONS: OXXO 3.) SEALANT: FRAME CORNER, INSTALLATION SCREWS & PANEL SEALED WITH SCHNEE /MOREHEAD /SM5504 SEAM SEALER 4.) ANCHORS: MAX. 6 FROM EACH CORNER (HEAD & SILL) MAX. 6' FROM EACH CORNER (JAMBS) MAX. SPACING AT HEAD & SILL: 13.000 A MAX, SPACING AT JAMBS: 21.000 5.) SHUTTER REQUIREMENT: NO SHUTTERS REQUIRED 6.) REFERENCE TEST REPORT: F'L -2369 ELEVATION DESIGN PRESSURE RATING POSITIVE ! + 60 PSF NEGATIVE j - 60 PSF AIA7f. ON CENTER oPPRowcta comma volume aotnNttosna PPP N It !i _... mecum 010111ROL WPM mom exce taimuoce wet Accupwox L VER. r • • ▪ •• • • • • *6.00 atn RNOIK;rf OPENING ROUGH OPETWNG 1. 908 $.N ■► low '..; DMZ] VERTICAL SECTION AMR 1.357 0 1& j Iki 1.19J7 1.111 119111 NOW HORIZONTAL SECTION '1 A111,";771 W 1Tdr TAW' 01211 .~ 7/16" LAMINATED GLAZING DETAIL /ge Iarnw:r s: REV. A g /1).7/0"C Atforgot— 1117.134 10 oo+ J. Plat ti. Ph s16 LOOM) av 9 M CFJ+A1t 3/15/89 0 47479 MI NYC. WOW CONSTRUCTOR OETA&: OVERALL 7/16 LAMINATED CONSIST OF J /75' tHS GLASS LITES (EXTERIOR INTERIOR S10E) W1714 .O68 SAFEIEX t t 10 PVB VITERLATER 9Y S LL'RA 8E7'4E17 CITES. AW1101f®AS CORMS WIMP* Sarni Piano aloe MA 34 Ol 2.• • game tAY1ia • •ONIPVV 1NO .e -001' Il • • • .-�-- • r ROW OPEN! ItEEBIOE • • • •■ .• • • suailmmr • SOO— 70 sGD 70 OXXO (SIC #I V/EW .. Kr 9a j vetoer NO: :s.o. obi W ► . - .041 • •• 4345 - 2 • • . • •• •-••-• .. • •••• • • • 4.303 2 -TRACK SILL AF -12246 4308 MEET, RAIL (FIXED) AF -12251 2.•A 4326 MOVING PANEL MEET, RAIL OLD.) AF -12261 r . FIXED PAWL ADAPTER AF -12754 } r.4.& _ a .87� 4326 FATED PANEL CUP AF -12262 4317 SCREEN TOP RAIL AF -t 2256 1.215 4304 2 -TRACK TNRESNOLD 2- TRACK JAMB AF- 12255 AF -12247 4318 SCREEN 90T, RAIL AF- 72257 4344 SCREEN ASTRAGAL (mom) APPROVIi0 AiL't1rest WRNM DATE Q4. D ,800• w tool \. a:awl. 1 MM1 AC0/PIAAfaa7O r -- 2..12• -562 2401 ' ELT 4315 r zsse r ufl LOS.t —» AU. "72 ` -1 PAN 4319 SCREEN SIDE RAIL AF -12258 4342 (MODIFIED) PANEL ASTRAGAL (OXXO) 6444.32 4.306 4305 SIDE RAIL TOP & 80T. RAN, AF - 12244 AF- 12248 • • • • • •• • I 1.472 r r.ftt NOTE: ALL OTHER EXTRUSIONS ARE 6063 —T5 ALUM. OW 4320 SCREEN MEET. RAIL AF -72254 4227 CLfZ. RE D ( LL /16' Lam.) AF -534601 •••• • • •••• • • • • • /A 4 . REV A f0 13 { / - i' `. •••• •• •• M � �- � • SGO -70 O XO (E41 Prof in 'N. 4 ••••x4,45- 3 "••11! • • • •• • •••• • • • • • • 0 1E�F WAIF 1 s Ho • p ►hr1lt:�,�lt. rr , =+z iIGM ENO MUM • t h r. Ph, MS t. R F�/�'� •2se wimpwasilnixre srawrziantrnm O ItnIIIL theory PAW . •, Sealer Irkkar - • .t Pn. . Rol Screen k t AF -1 2 - t 2 -12 F�7L ��• �[lE 14 , .r �� �., Air SIB' . .,..•. : fi � F7 t:."'' ., ,.. �:IIT� - x .. rronx.swmc CiF�v' x1 .x EW A' W moo• n. • i ' ad wi t �l �Q�OrIt i yi auto ET�fJ Lamina as IW '.nN [- umox X55 ONINIONINV SGD-OXXO - sILL cr:MATERJALs MIAM ADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 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: 2 "x Std. Wall - Aluminum Tube Clipped Mullion c/ APPROVAL DOCUMENT: Drawing No. 6622, titled "2" STD. Wall Mullion Arrangement Detail ", sheets 1 through 5 of 5, prepared, signed and sealed by Robert L.Clark, P.E., dated 5/24/01, 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 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 y the manufacturer or its distributors and shall be available for inspection at the job si e f , 1 ilding Official. This NOA revises NOA # 01 -0323.04 and, consi pa as 11 as approval document mentioned above. The submitted documentation was reviewed by T •.. ... • • • • ••• • • • • • ..•• •••• MIAMI -DADE COUNTY, FLORIDA MFJRO -(BADE FI,IGI.FJt BUILDING • • 140 WEST CLACCLER S'I3tEET„Stirrt lbfl� • NpAMI, FCORWC3313D -1:64 (305) 3154901 • PAX (005) 375/2908 • . • • •. ••• •. • • • • • .. • • • • • • • • • • • NOA No 02-0701.11 Expiration Date: June 28, 2006 Approval Date: July 12, 2002 Page 1 1. GLAZWG PRODUCT TYP VUWON N, GLAZING PRODUCT Ji GLAZING PRODUCT I I- -W3- 1.---WT W 2 — -I W•Wi +W2 (2) WINDOWS MULLED TOGETHER FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = W OR Wi +W2 MULL LENGTH = H ANCHORS TYPE'$' 1C' OR D' BOTH END 1 4. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 GLAZING PRODUCT TYP. MULLION GLAZING PRODUCT NOTES; 1. FOR ANCHORAGE TYPE QUANTITY AND LOCATION REFER TO SHEETS 2, 3, AND 5 2. WINDOWS MA BE MULLED TO A MAX. OF 5 UNITS 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT F H • H1+H2 (1) WINDOW MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 MAX OPENING = H OR Hi +H2 MULL LENGTH = W H W • W1 +W2 H - H1+H2 (Z) WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 . M1) MAX OPENING = H OR H1 +H2 MULL LENGTH = W OR W 1 +W2 M2) MAX OPENING = W OR WI +W2 MULL LENGTH = Hi ANCHORS TYPE A' 1070 7EY]{1NCIL0GY ORIYE P.D. ear 1329 NdC01415. FL 34275 NOKOMS, FL 34274 ANCHORS: TYPE 19' 'L^ OR BOTH ENDS H W • W1 +W2 +WJ - H - H1 +H2 MULTIPLE WINDOWS MULLED W /ONE ABOVE FOR DETERMINING MAX ALLOWABLE DESIGN PRESSURE SEE TABLES ON PAGE 5 OF 5 M3) MAX OPENING = H OR Hi 4412 MULL LENGTH = W OR Wi +W21W3 M4) MAX OPENING = W 1 +W2 OR W2 +W3 MULL LENGTH = Hi h �nqy v im* • • t *mow AS matrix NRH ME Te .0 11 . •a • • I ' ,1 ii ■ • • ••••■• ••• • 4/28/00 •••••• • • • • • • • . WALL MUCC1010 ARRAI'JVL LENT 'OEM s ••,A oa,c MULLS • 1 X • • a ran :11 a5 ••.6622 •••• • • T • • • •• • •••• • • • • • • 1i ION. TYPICAL MULLION TO Mill ION INSTALLATIQN TYPE A ", r -4' OR TYP CAI MITI I ION TO STRUCTURE WITI, WOOD BUCK TYPE "B" NOTE; 1. FOR MULL SIZE AND QUANTITY OF ANCHORS REQUIRED SEE SHEET 5. FOR ANCHOR LOCATIONS SEE SHEET 3. QUANTITY OF ANCHORS FOR MULL —TO —CLIP IS THE SAME AS THE QUANTITY OF ANCHORS FROM CLIP —TO— OPENING. 2. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 IMPORTAjIT; OUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ "D FOR YOUR SPECIFIC APPLICATION. /12 S.M.S. N OPPOSITE SITES (SD AS TO i11FRFEAE NOT UTIN EACH SEE NOTE 1 /12 IV000 SCREW MAJ. l PESETR/TIDN Wm 00 BUCK ALL FASTDIFRS +UTST LTE OADE COUNTY APPROVED. SEE NOTE /1 Roberti,. Clark. f.8. P.E. #39712 Stneutral r 4' OR 6'--1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK REMOVED FROM CONC. TYPE V', r _4 . OR 6'1 TYPICAL MULLION TO STRUCTURE WITH WOOD BUCK AND CONC. TYPE b'. vacuum R6VINILD • assislOg oft Os MAN IMMINCIRe w , Z �p 11 fromtwo C • • • • •• • #12 FA SM1S. STAGGERED ON OPPOSITE SIDES = PT UftN EAQN 011 R) SEE NOTE 11 . YNA 6' LNOON MV. I{ DON WO • CONCRETE OR BLOC!' • =DOME. ALL FASTENERS MUST BE WOE COLWIY APPROVED. SEE NOTE /1 •T1 DASCOYRYNOWTh TI • • a s t i n 1 W O N GND • • • WARM 0 Mp°OEC°Iiir � Ax�DUTCe1a. : : :' 11w01 Ml- l 4^ • Naas ..- ••••I • ■ P.J.P. 4/28/00 • • • 2 S TD. WALL MULLION PCLIP IN.VAL7AT /ON • DEt>rt PA li0x 1 S21J "/ • ' &win; Uwe • N� ( O I S S , FL J . , 2 T ' . I MULLS • 1 x •T5 • • 6622• • • • • • • • ��►� •••• • • • • • IMPORTANT :: QUANTITY OF ANCHORS SHOWN ARE FOR A PICTORIAL REPRESENTATION ONLY. FOR CORRECT QUANTITY OF ANCHORS PLEASE REFER TO CHARTS AND FIND THE CORRECT MULL SIZE AND PRESSURE REQ'D FOR YOUR SPECIFIC APPLICATION. CLIP LENGTH CHART FOR 2x MULL MULL SIZE 2 x 4 x b 2 x 6 x i 'A' MIN. FROM END (TYP) $" MIN. F (TYP) 1 T 2" MULL CLIP W /TABS REMOVED SIX (6) ANCHOR LOCATIONS EXTRUSION DWG /' 513 "4 . ucC REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 ' #,3g7lL 1070 7EO7490E00Y DANE 8 Awns as rt. Orono ey: P.J.P. n•.: 2" MULLION CLIP CIAO Ler SrM./OoO.h NOKOMIS. FL 34278 N P.O. FL 534274 MULLS MIN. FROM ENDS (TYP) I+ I � 1 16 MAX. MIN. - 1 I. 2" MULL CLIP SIX (6) ANCHOR LOCATIONS EXTRUSION DWG 1 513 mower mem sesol obmssoloolosems alsoicom D•G • a- 4 /28/01 . OwcSdon: • • • . ANCHOR LOCATIONS:• •• •• • scd.• moon cyr►r ca purac • bra if 4 soot `3 a 5 • • • • •• •• APPROVED As COMPLYING *MI THE • • .... 6622' • • • • • • • • • • •• • •••• • • • • • • • • .• • •.. • . • • • • Zx6x1 /8 6 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 a MULL LENGTH IN INCHES 1- 42 170 170 170 170 170 170 170 170 170 170 48 170 170 170 170 170 170 170 170 170 170 50.625 170 170 170 170 170 170 170 170 170 170 54 170 170 170 170 170 170 170 170 170 170 60 170 170 170 170 170 170 170 170 170 170 63 170 170 170 170 170 170 170 170 170 170 66 170 170 170 170 170 170 164 159 158 158 121 72 170 170 170 162 149 139 131 126 123 76 170 170 161 144 131 122 115 110 106 103 78 170 170 152 136 124 115 108 103 99 95 84 170 149 130 116 105 97 91 86 82 77 90 153 129 112 100 90 83 77 73 69 63 96 134 113 98 87 79 72 67 63 59 53 108 105 89 77 68 61 56 51 48 45 40 111 100 84 72 64 58 53 49 45 43 37 144 59 49 42 37 33 30 28 26 24 20 2x4x1/8 6 Anchors OPENING WIDTH IN INCHES 50 60 70 80 90 100 110 120 130 160 W z 42 48 50.625 54 170 170 170 170 170 170 170 161 170 170 170 170 60 63 66 72 76 90 96 108 111 144 170 170 170 170 170 170 157 131 117 78 84 111 95 57 54 25 164 148 134 111 99 73 67 62 57 70 61 170 170 170 170 146 131 118 97 87 82 70 41 39 18 45 21 170 170 170 170 170 170 170 170 170 156 155 155 133 124 37 35 31 18 118 114 113 104 100 98 92 88 86 75 71 68 66 62 59 45 42 39 39 36 34 54 49 47 42 30 28 26 170 170 170 155 113 170 170 170 155 113 98 85 66 57 118 110 106 98 88 80 78 71 54 44 37 32 24 23 98 85 85 56 62 58 56 52 49 46 51 41 34 21 20 28 26 24 NOTES; 1. MAXIMUM ALLOWABLE PRESSURE IN PSF. 2. DESIGN IS BASED ON OPENING WIDTH. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME. SEE SHEET 3. REFERENCE TEST REPORT FTL -2902, 2903 AND 2975 /-111.4 Robert L / /Qark, PE. P.E. #39712 Strwtorl l Vertical Mull t _Opening_i Width Mull Length Horizontal Mull F Opening Wi¢fh Mull Length Multiple Mul ed Units Mull Length Opening Width Revd ItriOsem a P.J.P. 1070 ilawoLOGY Dam* P.O. 90% 1529 NOKOAYS, FL 34275 NpfOMS FL 34274 • • • • • • _ •• • • • MUM • aura Itr ree: • teed' tiles I 4 /28/00 • • • • ,R000CT P. vg to as r•pybe re heir Aseeptrat ow sa i ltISMIft • • R0. Pie Vsi4• • • .•... • • • •.•• • • •••• • • PRESSURE CHARTS •••• _ • 2" STD. WALL MI t, PRESSURE CM • • NTS • • • S. • •.•• • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) / ?Gt•Wi )r. •• • • • . • • • • • • • • • • • ••• • • ••• • • • • • • • • • " • • • • • • • ••• MIAMI -DADE COUNTY, FLORIDA • LQ81R0- IADE•GLERBUIVIING Igo FICAGtER Stitt 1603 • • • • 14 vII; f kORI[ A 33 00;1563 (305) 375 -2901 FAX (305) 375 -2908 • • • • •••.•• •• O • • • • • • •• • • • •• . • ' PGT Industries P.O. Box 1529 Nokomis, FL 34274 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: Series PW -701 Aluminum Fixed Window J APPROVAL DOCUMENT: Drawing No. 4231, titled "Aluminum Fixed Window ", sheets 1 through 8 of 8, prepared, signed and sealed by Robert L.Clark, P.E., dated 8/22/01, 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: Non - Impact & 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 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 # 01- 0102.01 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 02-0701.07 ' S nitration Date: September 13, 2006 • Approval Date: July 12, 2002 Page 1 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 96" X 47" Maximum Area 24.47 sq. ft. FULL CIRCLE 060" Maximum Area 19.64 sq. ft. LARGE MISSILE IMPACT WINDOWS 1.) GLAZING: 7/16" LAMINATED W/INTERLIYER DUPONT BUCACITE PVB 2.) CONFIGURATIONS: 0 3.) DESIGN PRESSURE RATING: +60.0 PSF & —60.0 PSF (3/16" HEAT STRENGTHENED /.090/3/16" HEAT STRENTHENED LAMA) +36.0 PSF & —36.0 PSF (3/16" ANNEALED /.090 /3/16" ANNEALED) 4.) ANCHOR MAXIMIM SPACING: 12.000" 5.) NO SHUTTERS REQUIRED 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORT: FTL -2797 ELLIPTICAL 96" X 47" Maximum Area 24.61 sq. ft. ' / Robe ark PE. PE 1139712 Structural I07D 1ET;HNOtoar ore* ARNOW. FL 34273 B 6 ARCH. 48" X 96" Maximum Area 30.28 sq. ft. PRODUCT UV M•1.•e. 1� 0'► •.•• •••• • • a.tia a- i 14=' ' • • wti.n F.K. °e 8/13/01 .1.1tEpftWN DETAIL C SEE SHT. 7 •••• • •••• •....• •APPRO40 AS COMPLYING PATH DIE •` 1�� • JJJJJJ •••• e. 2W411 • elfaaR e600E COr NCEOFFKR • ACCEPTANCE NCO 11eiri417' • • • • • ••••• •••• ••••S. Oeenpeon: • • • • ELEVATIONS, 7/ 1 LAMINATED• :GLASS • . • • • :. /kW - • • • • • • • ALUMINUM FIXED W14DOW • •., N C , A SS. FL 34274 PW -701 NTS 1a 8 • • • 4231 C •••••• • QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. 96" x 48" Maximum Areo 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Robert L. park. P.E. PE 139712 U T I I � ES to rta. ocr cavi EYEBROW 96" x 48" Maximum Area 30.24 sq. ft. • 48" x 96" '..' Maximum Area 32.00 sq. fit. Rom Bs F. RECTANGLE I Rebid tb ELEVATIONS, 7/1 nw ALUMINUM FIXED P.4 BOX inn a.A,./Moa r NO OUR FL 34273 440 to FL .4274 I PW -701 • •••••• • .•• • • •••• •)--•- • R .:• oeI 8/i3/01 • 'REDRAWN •••• •••• •••••• •• SPaRelkAS • • aou rt • • • • ,URGING COOS COMPONCE OFFICE itrFOtNY'F NCO - ajtSi'•Q� • • • • fi LAgINATI b GLASS -•• ••••• .• • W PNDO W • Sogr UM: 444 Ni Aw NTS 2 8 4231 C I QUARTER CIRCLE 68" X 68" Maximum Area 25.22 sq. ft. 96" x 48" Maximum Areo 25.13 sq. ft. LARGE MISSILE IMPACT WINDOWS CONT. TRAPEZOID 48" x 96" Maximum Area 30.28 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Robert L. park. P.E. PE 139712 U T I I � ES to rta. ocr cavi EYEBROW 96" x 48" Maximum Area 30.24 sq. ft. • 48" x 96" '..' Maximum Area 32.00 sq. fit. Rom Bs F. RECTANGLE I Rebid tb ELEVATIONS, 7/1 nw ALUMINUM FIXED P.4 BOX inn a.A,./Moa r NO OUR FL 34273 440 to FL .4274 I PW -701 • •••••• • .•• • • •••• •)--•- • R .:• oeI 8/i3/01 • 'REDRAWN •••• •••• •••••• •• SPaRelkAS • • aou rt • • • • ,URGING COOS COMPONCE OFFICE itrFOtNY'F NCO - ajtSi'•Q� • • • • fi LAgINATI b GLASS -•• ••••• .• • W PNDO W • Sogr UM: 444 Ni Aw NTS 2 8 4231 C HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. NON — IMPACT WINDOWS 1.) GLAZING: J /16' TEMPERED 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 8 OF 8 4.) ANCHOR MAXIMIM SPACING: 12.000' 5.) SHUTTERS REQUIRED AT ALL INSTALLATIONS 6.) ALL FRAME JOINTS TO BE SEAM WELDED 7.) REFERENCE TEST REPORTS: FTL -2763. 2780 & 2816 FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48" Maximum Area 31.46 sq. ft. itob. n L. park, P.E. PE #39712 StruawaI T INDUS ES 1070 nom= owe IXHf0616. ft 34275 A ARCH. 60" x 120" Maximum Area 47.32 sq. ft. DETAIL C SEE SHT. 7 •••• PRODUCT REVISED! • • • • • • • • • • • • swinge • • N► o • • • • �} 4EI1 • YYITll�1f tionno• • D.4 • • �OIRHftlMIM auk • • • • ail � ri �„ 77rAflA: • ..• eooe tDNP1WICi Rinse/ To: /Who • Gcc • v v�ot •l • I .. .. -• •_ Draw, F.K. � 1e 8/13/01 •R& W! • ELEVATIONS, 3/1 6 _ TEMI • C'L'ASS • • • •••••• • • ALUMINUM FIXED WI71DOIN •••• • • P.O. BOX 1529 SeA.e/Y.d•L Scaly Sheet: 07.10. haYO•A FL 34274 PW -701 NTS I 3m 8 4231 C • QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Areo 39.27 sq. ft. NON— IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Areo 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Robert L /park. P.E. PE #39112 Str wytd TOM TECHNOLOGY awe Noma. a. 3t2n EYEBROW 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE. • 60" x 120" •.•• Maximum Area 50.00 s ,..•.••• • ELEVATIONS, 3/16 TEMPEREp • M • ALUMINUM FIXED Vfl fDOW •••• S.rfoAMod.O Sea: Shalt 5.1re No.• P.O. 6OX 1529 ?MOW, FL x27. PW-701 NTS 4 a 8 • 4231 •••• •••• • • •••• •••••• •APPROVY,D AS COMPLYING wee •••• • • • •SU OWE COMPLIANCE OF • ACCEPTANCENaIot Ri a 71 A M Pend E' j° ° : s : • • • • • f . • . • • • .• • •• 011.0 Br F.K. 8 /13/01 IfQ r N ••••S• • • • C I QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. HALF CIRCLE 120" x 60" Maximum Areo 39.27 sq. ft. NON— IMPACT WINDOWS CONT. TRAPEZOID 60" x 120" Maximum Areo 43.75 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. Robert L /park. P.E. PE #39112 Str wytd TOM TECHNOLOGY awe Noma. a. 3t2n EYEBROW 74" x 37" Maximum Area 17.83 sq. ft. RECTANGLE. • 60" x 120" •.•• Maximum Area 50.00 s ,..•.••• • ELEVATIONS, 3/16 TEMPEREp • M • ALUMINUM FIXED Vfl fDOW •••• S.rfoAMod.O Sea: Shalt 5.1re No.• P.O. 6OX 1529 ?MOW, FL x27. PW-701 NTS 4 a 8 • 4231 •••• •••• • • •••• •••••• •APPROVY,D AS COMPLYING wee •••• • • • •SU OWE COMPLIANCE OF • ACCEPTANCENaIot Ri a 71 A M Pend E' j° ° : s : • • • • • f . • . • • • .• • •• 011.0 Br F.K. 8 /13/01 IfQ r N ••••S• • • • C WWI HEIGHT SEE SHEETS 1 MU 4 1 24 WOOD 1-1/2" MW. BUCK ' t I - L i vim SPACE MAX. /12 PAN HEAD WOOD SCREW 7/16 LAM/MATED OR .3/16 TEMPERED GLASS 1/4 SHIM MAX. SECTION A—A TYPICAL SECTION & INSTALLATION INTO CONCRETE AT SILL & WOOD AT HEAQ 3/16' HEX HD. TAPCON OR 3/16' FLAT HD. TAPCON (C'S/NW RE0'0) NOTES: 1.MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCH. SHAPES, ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES SHOWN ON SHEETS I THROUGH 4 OF 8. , 2//oe Roberi'L. Clark, P.E. PE #39712 Structural 3/16' HEX HO. TAPCON OR 3/16' FLAT HD. TAPCON (C'S/WK REOD) MAXIMUM WIDTH SEE' SHEETS 1 1161I 4 SECTION 8-8 TYPICAL SECTION & ALTERNATE INSTALLATION INTO CONCR ETC 2. REFERENCE TEST REPORTS: FTC-2763, FTL —2780, FTC-2797 & FTC— 2816 1/4' SHIM SPACE MAX.—.1 • • PRODUCT ItEVIMED • • omplob. male 1111Wills • IMO* Obis Mown. Ns ciptraima • • • • • ifirwd tlyr R•999onv • • • • • Draw O F.K r 0°4 '8/13/01 • •REdiWAWN . o. Cona191 • SECTIONAL & ANC.HORAGE •••-•••.. • • • • • • WIt11.5 • • . .. • AL UMINUM FIXED 14117'/DOW • • • • &r 5•L 1070 mammy Davi P.O. 60X 1529 AOK0195. FL 24275 Noma FL 24274 PW-701 NTS 5 8 -0—Ix WOOD BUCK 1/4" 14/N. •••• • • •••• •••000 :41V1100 COUPLYING %UV& •sourri CODA out Oa Iv • • • OW • COUPUANCEOFFicE Kamm C:X %ere. i•t% • •0000 •oo•oo • •••000 • •00000 • • Rev 4231 . 500 .688 2O PW-701 U— CHANNEL GLAZING BEAD 1 J Ol PW-701 FRAME EXTRUSION } 1.500 REFERENCE TEST REPORTS: FTL -2763, FTL -2780, FTL -2797 & 2816 BILL OF MATERIAL MK. 1 2 3 4 5 6 7 8 9 10 11 PART 6 612242 6533402 7834 62899C/6250IC 61412K 62BV1510 6SM55W SEE NOTE 7PWSW SEE NOTE DESCRIPTION FRAME HEAD. SILL & JAMB U— CHANNEL GLAZING BEAD 18 x 3/4 PN. PH. SMS SILICON BACK BEDDING CLOSED CELL FOAM TAPE FOR 3/16 GLASS CLOSED CELL FOAM TAPE FOR 7/16 GLASS SEAM SEALER 3/16 TEMPERED GLASS 7/16 LAM! (. 187HS/.09% 187HS) ,f x 7/8 FL. PH. TEK 7/16 LAMI (.187A/.090/.187A) VENDOR 6063 —T5 6063— T5 SPENCER OR = DOW/G.E. OR = TAPE SPECIALISTS OF FL OR = TAPE SPECIALISTS OF FL OR = SCHNEE /MOREHEAD OR = TRIPLE DIAMOND GLASS OR = TRIPLE DIAMOND GLASS OR = SPENCER OR = TRIPLE DIAMOND GLASS OR = VENDOR 1 AF -12242 AF- 533402 SM5504 NOTE: ITEM 9 & 11 USES DUPONT BUTACITE PVB INTERLAYER VISIBLE LIGHT CALCULATION WINDOW WIDTH "TIP TO TIP" — 3.00" WINDOW HEIGHT "TIP TO TIP" — 3.00" Kuban L park. P.E. PE #39712 Structural 1070 =BIOLOGY 0121w NOK096. a 34273 AO BOX 1519 N0ICOMS, R 34274 L F.K. stows Dy:IOW.: Oar 49/1 S.das/Mod * PW— 701 -� WW • • •• kembi BY ... • In. , •. • 1TROldwS1@1 BUILDING CODE OmIPIANC* - 4. rFPTM F N n n l -r 1. ( J _ w • Ow.c 4= .;. a. EXTRUSION PROFILES ,8c B. . • ALUMINUM FIXED &INDUW "3 • • S • Scow NTS 6a 8 :1001ICT Mum ijihMtolhaaPlealas a.u ta• 0 01.0? drum ..... 71• .b As COMPLYING WTH rye SOUTH FLORDlBUtoII elle • • WW1 i 0154i• 9 4231 •` Raw C J/16 ANNEALED 3/16' HEAT STRENGTHENED 090 INTERLAYER 6+- -3/16' ANNEALED or .090 INTERLAYER 3/16' HEAT STRENGTHENED TYPICAL GLAZING DETAIL 7/16" LAMINATED GLASS or GLASS REFERENCE TEST REPORTS: FTL -2763, FTL -2780, F7L -2797 & 2816 Rt heri L C7l P.E. PE 139712 Structural TYPICAL GLAZING DETAIL 3/16" TEMPERED GLASS 1070 1ECFNOLOLY OFIht ?OCTMts. FL 34275 • • • DETAIL C TYP. 90' CORNER CONNECTION ••.. • •••• ••S..• S 9eaGi�Q� cFLnr nnt•HE a3 %OUTH FLORIDA WIDO • 0* mp BY ✓'G7)AA_ " , — • AP • ; R TR13.MAIM 000* •BULr G CEDE COMPLIANCE .. • • • • ACCEPTANCE NO .0 I G ,• t.1 Road ty:{Ootc Afm�: • • • - • • • • • • • I •• •• R. •• ..•••• Own Or F. K. �� 8/13/01 : •R£p1RrN • _ • DouRp•rn: • • • . • • GLAZING & CORNER DETAIL•__ • •••••• • • ALUMINUM FIXED laMDbW • • S«as/waae soar: SMN: Men Ike R : MP. UFBS. 242741 PW -701 NTS 70 8 4231 C Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 135.00 135.00 135.00 135.00 135.00 135.00 135.00 122.90 112.60 39.000 135.00 135.00 135.00 135.00 135.00 _ 135.00 79.40 70.00 66.10 51.000 135.00 135.00 135.00 135.00 90.60 80.30 77.40 63.00 55.90 60.000 135.00 135.00 135.00 135.00 90.60 58.00 58.00 58.00 57.40 Window Heights Window W'dths 19.125 24.000 26.500 37.000 48.000 60.000 97.000 111.000 120.000 26.000 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 39.000 100.00 100.00 100.00 100.00 100.00 100.00 79.40 70.00 66.10 51.000 100.00 100.00 100.00 100.00 90.60 80.30 77.40 63.00 55.90 60.000 100.00 100.00 100.00 100.00 90.60 58.00 58.00 58.00 57.40 3/16" TEMPERED GLASS NOTES: 1.) Negative Design Loads based on Comparative Analysis and Gloss Table ASTM E1300. 2.) Positive Design Loads based on Comparative Analysis and Water Test Pressure. 3.) Numbers are for #12 screws or 3/16" Tapcons. 4.) Anchor maximum spacing: 12" Negative Design Loads Positive Design Loads REFERENCE TEST REPORTS: FTL -2763, FTL -2780, & 2816 tOXl Robert L. ark. P.E. PE 139712 Structural 1070 FICHN01.OGr OIdW 110109911S, Ft 34275 • • • • • •• • • reouucrmute egos °Mk ••• • • •••• •••••• %Pin COMPLYING MIMIT • ••• *SOUTH FLOREM DA oY •••• vH • • • • • • • 30x•' COMPUANCEO •••••• ACCEPTANCE NO.01 Int•U, • • Prod llyrc. • :• • • • �•••• i •• •• ••-..• F.K. 8/13/01 : ittiteleN • • COMPARATIVE ANA4YSIS, NOry=(lIPACT ALUMINUM FIXED W/NDbW •••••. : **** : P.O. 90.Y 1320 Swl.v' Iod.e 5:611• Sheet Elba', NA Nov: MOM FL 34274 I PW -701 NTS 8 a 8 4231 C M t A M t�DA PRODUCT CONTROL NOTICE OF ACCEPTANCE Clopay Building Products Co. 4800 Interstate Drive Cincinnati ,OH 45246 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00 1212.03 EXPIRES: 03t26/2006 V APPROVED: 03/15/2001 GAR - � • • • •• •• • •• ••• • - -DBE dOtTl FY, 'LORIDA 'ME1'ROI3A19I3FIIAGL1 WILDING 'BUIUMNG CQDE COMPLIANCE OFFICE • MF DING :140:WEST Ff.AGLEg S'I1 ES', SW1TE 1603 • ••• •:bidFLO4U A'Z3=30 -1563 (305) 375 -2901 FAQ (3057 375 -2908 • • • ! CIONFRAGROR ) SING SECTION • • • • : (115)p77-2927 FA. (105) 375 -2558 • • • • • • •CONITRA DIVISION (305)375- Fitt (305)375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372-6339 Your application for Notice of Acceptance (NOA) of: Clopay Residential Steel Garage Door 16' Wide t/ under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 21 / 4-1 ( - 0 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSSHEET, SEE ADDMONAL PAGES FOR SPECIFIC. AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, RA. Director Miami -Dade County Building Code Compliance Office \1#500011pc2000Atemptat.s nodce acceptance cover pagtdot Internet mail address: postmaster ®buildingcodeonline.com ( Homepage: http : //www.buildingcodeonline.com Clopay Building Products Co. • ••. • • . •• • • • • • •• • • •• • . • • • • • • • • • • ••• • • 1 • • • ACCEPTANCE No.: 00- 1212.03 • • • • APPROV D:. LIAR i :5 2opl. •• • . • . . . . • . • • • • • • EXPIRE& • 03/26/200§ • • • • • • • •• • • .• NOTICE OF ACCEPTANCE: SPECIFIC rQIYDMONS • • • • • • •... 1. SCOPE •• •...;•• ; This approves a sectional steel garage door 16' -2" wide x 6' -6" through 18' -0" high, asdesoribed in Section 2 of this Notice of Acceptance (NOA), designed to comply with the South Florida Building Code, 1994 Edition for Miami -Dade County. For the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The Clopay Sectional Garage Door and its components shall be constructed in strict compliance with the following documents: Drawing No. 101300, titled "Double Car Hurricane Pan Door" prepared by Clopay Building Products Co., dated 02/15/95, with last revision on 12/06/00, sheet 1 through 2 of 2. They bear the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. 'These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimens were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 38,000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance. 4. INSTALLATION 4.1 The sectional steel garage door and its components shall be installed in strict compliance with the approved drawings. 4.2 The installation of this door does not require a hurricane protection system. 4.3 Units with dimensions equal to or smaller than those shown in the approved drawing shall qualify under this approval. 5. LABELING Each door shall bear a permanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings as identified in Section 2 of this NOA, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Candido Font, PE. Sr. Product Control Examiner Product Control Division 2 • Clopay Building Products Co, • . • • ••. • • • • • • • • • •• •• . • • • • • • • • • • l • • • • • • • • • • • ACCEPTANCE Nod . dO- 1212.03 • APPROVED: MAR 1.5 ZQQ1 • • • • • • • • • • • • • • • EXPIRE '0 x/2006 • • • ... • NOTICE OF ACCEPTANCE: SPECIFIC CONBTTIONS ••. • • • • .• • . . . • • . • .. . • • • . • • • • • • • • • • • ••• ..• .• • • • • • • • • 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test-supporting data, engineering documents, are no older than eight ( Yom. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement "Miami -Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance 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 Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer needs not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Candido Font, PE. Sr. Product Control Examiner Product Control Division 3 • • ••. • • • • • • .. • • • • • • •• • • • • • • . • • • • . • •.• • . • • • • • • • • • •• Clopay Building Products Co. ACCEPTANCE No, : 00- 1212.03 APPROI►tE1. � _ _ NMI E 1.5:26nf :: •: EXPIRES,;_ 43/ 6tt90 •• NOTICE OF ACCEPTANCE: EVIDENS SU$1111:1 'F ' (For File ONLY. Not part ofNOA.) • • • • ••• .• A. DRAWINGS 1. Drawing prepared by Clopay Building Products Co., titled "Double Car Hurricane Pan Door", Drawing No. 101300, dated 02/15/95, with last revision on 12/06/2000, sheets 1 through 2 of 2, signed and sealed by M.W. Westerfield PE. B. TESTS 1. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 of " Garage Door", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 95- 408, dated 01/25/95, signed and sealed by H. M Medina, PE. 2. Test report of Uniform Static Air Pressure Test Per PA 202 on " Garage Door", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 95 -407, dated 01/24/95, signed and sealed by H M Medina, PE. 3. Test report of Forced Entry Resistance per section 3603.2(b)5 on "Garage Door" prepared by Hurricane Engineering Testing, Inc. report No. HETI 95 -407f dated 01/25/95, signed and sealed by H M Medina, PE. C. CALCULATIONS 1. Calculations dated 01/20/95; pages 1 and 2, prepared by M W. Westerfield PE., signed and sealed by M W. Westerfield PE. 2. Calculations dated 02/24/95, page 1, prepared M.W. Westerfield, PE., signed and sealed by M.W. Westerfield PE. D. MATERIAL CERTIFICATIONS 1. Test report of Tensile Test per ASTM E 8, report No. HETI 94-T59, prepared by Hurricane Engineering & Testing Inc., dated 02/06/95, signed and sealed by H.. M Medina, PE. 2. Test report of Salt Spray Test per ASTM D1654 & ASTM B117, report No. 9EM -1144, prepared by Q.C. Metallurgical, Inc., dated 06/03/99, signed and sealed by K Grate. E. STATEMENTS. 1. Affidavit of yield strength compliance prepared by R. D. Shifflett employed by Clopay Building Products Co., notarized on 01/11/2001 by B. H. Schuler. Cidtd Font, PE. Sr. Product Control Examiner Product Control Division E -1 • MODELS 83. 84A. 93. 94 ••••*1 I' I 1 I'I 'i I'I II Ff If i . i+ ( ;r■1111i►i111lrl III 1 immix •�i1..�.x�! \• i 60SSO RACES BEiWEEN� S LOCATION OF 1 one SIRE T DETRA7 I EACH EMBOSS LOCATION. NE W PA AOIE�SIVE KONG CENTER) 38' 10 3-1/2' +A OPTIONAL OUTSIDE KEYED LOCK 'OMAN MEN. DOOM WIDTH • 16' -r .707118t1177 h R i MOM DOORS DOORS O T-0 190 4 C0 or (5) SECTIONS (I NONMETAL TRACK SUPPORT BY DOOR 6KSTNL0I (TO SUIT) COI4iTERBNMICE SISTEMI 12 OA. GALV. SSE . CONTI4U0U4 1-5/8' x 2 -3/6" ANGLE. 76' CT61N & 6'O'H DOCKS ONLY) 9P/ME 1 r GALV. STm TRACK. TRACK TIECNTESS: Age tiCM [_ JS A TYP. 2- 1 /rx12 06. OALV. PITTANCE FRIXI CN OF VERTICAL TRACK TO EACH 6tP IS 3 -1/2', 10" 24' 38'. 50'. 63'. AND 76' (76H & 6'011 DOORS PM) ONE 5/16 LAG sato. POT TNC7K �. 16 016. REV. DOUBLE END gnus ATTACHED TO TOP AND BOT10M RAE MTN PATENTED TOG -L -1.00 SYSTEM. PAGE 1 OF 2 16 CA PANTED END STIES ATTACHED TO DOOR SIGN NTH PATENTED TOG-L -LAC SYSTEM (TOP. BOTTOM 4 ONTO*). UDC( POSITION MOTH SEES) TWO PONT CONFORMS MC 3603.2 REGARGNG DOOR TESTED FOR FORCED ENTRY WITH AC NO S N . 900 SLIDE T LOO( . SLIDE OMENS LAYOUT NEXT PAGE). 24 GA. STEEL ( M 0 STREWN: 36 EIT TUSOR SIGH NTH 0-40 MIN. RACAL BAQ 0- 0I$T�P. _ T MD A APPLEO To�SDES OF SI 0. 5101. (ASTM N. Ae63 -07). /114/6' SHEET METAL SCREWS 1 4'x1 4' SELF TAPPNO SCRF]6s. SNP LAP .Owls. ISS.1.-1210.161SES *D tat N1ER1E>1VUE H IGE crNr 1' .Y cv t 0 11 1 -121 0. NESTOtRELD. P.E. FLORIDA REGISTRATION No. 48405 Clopoy Building Products Company TOLERANCES 1.4*. Salt 0faendo .00 . 4.(O .•00 . 3.015 .GOOD . 3.007 Opus . 41/r CLOMP BINDING PRODUCTS 312 YO UNT STREET.SWTE 1600 CNCNNAII O60 45202 AEV 2 3 4 3/27/95 11/3/97 2/13/98 12/8/2000 • 14 06.. ROLLER 16110E STILES W/(4)4144/6" SHEET METAL NO (4) 1/4'x3/4 SELF TWEE SCREWS. (=EE VIEW Al6M1AM °CTRUMON 4: N EL WEATHERSTRIP. KK�TIf.N A-A YS/1F WWI WA1C 1' - 9' DESIGN : 446.6 P.S.F. 4 — 52.0 P.S.F. ox m ADDED JAMB DWG CHART TO PAGE 4 REFI1 DWG TO 2 PAGES 0094 VENT ARM IRACK NOTE TO PG. 1 DEL. M/N 87/97; DOS /G -40 WAS 005K /G -60 IMO NOW .1m 2/15/95 9.I m mom 12 CA. M.V. STEEL TOP REW EACH 6RIp(ET ATTACHED W 4 14x5 SHEET META. SCREWS. ATTACHED RV TOP 9RA21ET WITH (2) 1/4111/2' SOUS AND NUTS PER P410110T. 2 -1/2 -4 1— 6 /6' (TYP.) C -C INNEL 16 CA CALV. STEEL 090 6' TALL C- CWKNEL PER DOOR SECTION. (SEE WEE V') C -C NINEL ATTA]EED AT EACH STILE LOCATION WON (1) 114'x3/4' SELF TAPPING SCREW. •••• • • • (7) =TEN ( SEE ENKE VE EACH STRAP %TRACED • ..... • WM (3) 1/4'x 3/4' SELF TMPi40 S/ • • RIE G • • SCREWS l0 DO OtE SCREW W C . • 91WIED AS UMW �il9 ` 111i11 NI 13 GA. OALV. Dorm 9RACE S T. IOU(N now • ATTACHED WITH (2) /14x5/6' SHEET META. SCREWS• • t_,,, YI � _4811 . ••• ••• to • • • • • • NUIMB COIF COMMUi1 WO EtTAIll3 MO. - Nitts.c13• • 10,2 �NM � IPA.X 8'0'1 I • • IlltSCRIXTMO • : CAR H URR O V E PAi H Doom B l AuV.N xu•u 6 - - �' 101300 • .• • • I • 4 ••...• • •• • .••.• • •••. • • •••• • ••••• • BULIMIC TYPE I T:3:fI TII.:: 51.X, *Lit1I1LSR10ECILSI I:;r:.: , :110. ae? z.. FASTENER TYPE :sa_'.� 2BILIH.�.I�v .': =3t • iCiQJL1i' AR.' . a.7:F:,A911,1 h.: • :f : •' ?:7414: {•151 a: iU AMR. No. OF PER F AL . P HI � VOP^ W ASMFRS ) > V 4.. ' NW. R.. •: :R' a.• .' mt. . F /'.6;p . . : I .,, 2 } Y MODELS 83. B4A. 93. 94 2xS, JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1 AL THE LOAD FROM THE DOOR 19 TRANSFERRED TO THE TRACK MD THEN FROM DE TRACK TO THE 2116 VERTICAL awes GRADE 2 08 YE3.OW PINE). NO ICAO FROM THE DOOR IS TRMSFERRED 2) E VERTICAL MN SEES A THE WWII 055408 LOAD OF +$982.4 LB & -3,326 18. 3) ALL JAMB FASIEIERS MAY BE (BUT NOT REQUIRED) COURU SUM TO PROVIDE A FLUSH MOUNTING SURFACE. WOOD FRAME BUILDINGS STUD NUS OF OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 24 PRESSURE TREATED ONCE OR 8ETTER.W000 STIR OF A STRESS GRADE NOT LESS 74M 1200 P51 NORM. EXTREME FIBER N BENDING (FF). STUD WALLS TO BE CONTINUOUS FROM 4001146 TO M OEAM15 AND N ACCORDANCE WITH SFBC SECTION 2 9061. BLOCK WALL OR CONCRETE 2x8 WOOD .14140 9441 BE "CHORD TO GROUT REINFDROED BLOCK All C04Ctl:TE COLIMA BLOCK MALL CELLS SHALL 8E TILLED VON CONCRETE NO REINFORCED WITH 5 BAR 51(7010841 IM TH O E FOOTING D INTO TE BEM LL . ALL BARS SHALL. BE CONTINUOUS TIE 151 ems TO FOOTING PER BLOCK TOLL OR CONCRETE COLUMN. BLOCK WALLS ATO CCNCREIE COLUMNS TO BE GESTATED BY 5RRL5N0 P10455510191. OF RECORD NON AOGORDNICE 07TH SPEC SECTION 2704.2 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT 70 BE USED FOR ATTACRENT OF TRACK MOLE TO 246 VERTICAL AIMS OR SUPPORTING * DOES DISTAME SUPPLY JMB ATTACHMENT CENTER OF MCHOR *410 EDGE OF CONCRETE MOCK: 3'. OCCLUDING STUCCO THICKNESS. 1' DOOR OVERLAP (EACH SIDE) 246 WOOD JAMB SEE 'JAMB PREPARATION NOTE' ABO0 12 G4. CILV. STEEL CONTINUOUS ANGLE FASTENED WOOD MAI NOT TO 8 10' 0.C. CON SCREWS MLLE MAY BE NOTICED OUT AT JAMB TO STRUCTURE ATTACHMENT POINTS. 2' CALV. STEEL TRACK FAVORS) TO 12 GA CAL /. STEEL TRACK CUPS. CUP VAN 111/4"45/0 'x B BOLTS a NUTS. EACH TRACK CUP ATTACHED TO CONTINUOUS ANGLE WITH (2) 1/4' ON. METE PERT CUP. STOP MOULDING BY DOOR *STALER (TO SUM 16 GA CALM. STEEL PAINTED END STILE 18 GA GALV. STEEL DOUBLE END STILE 20 CA GALV. STEEL TIMER SEINE 14.41! 2) L 7/15. L0. ROUND PUSH NUT FASTENER EIID STILES W b EAC4 4' � TAPPING OMENS PER END WICE. 2' ON. LONG 511771. 10 BALL Sim. ROVER. END OF ROLLER STEM Tt•EAOED FOR 7/18' NUT. marmaltinon 16 GAL GAEL STEEL CENTER E E ACH 4x%5 SHEET MMETA 4 . PAGE 2 OF 2 ar F�uettr 1AiR1K W. WESTERFELD, P.E. FLORIDA REO31180)ON No. 46495 • Clapay Building Products Company TOLERANCES um. vow a•.+. INTER. STILE OUTSIDE KEYED HANDLE AO. CO 460. *AO .6060. 4.007 0pw . 41/5 CLOPAY BUXOM PRODUCTS 312 %%LRNT S1REET,54RTE • 1600 CINCNHATI. KN10 45202 1 2 3 4 3/2795 11/3/97 2/13/98 12/7/00 SNAP LATCH MACES ONTO VERSCIL TRACK. ONE SNAP LATCH ON EACI 90E OF DOOR END SILT *SEE HANDLE SZIDE_Leatt_Loatigenas CONFORM TO SRC 3603.2 D1C1 O6MIENSI TRACK 54441 BE FASTENED '(0 PRESSURE TREATED 266 YELLOW �DI A 3 L A O SMW OF R SIDE PRESSURE 10 eV TO ). THE MET 400 004 ATTACHMENT APPROVED BY 4.1E PROFESSIONAL OF RECORD FOR THE STRUCTURE AND N ACCORDANCE RIM CURRENT B1*SOO CODES FOR THE LARDS LISTED ON THIS ORAYANO OR AS SHOWN O4 PAGE 4 OF TAPS DRAWING. PREPARATION OF JAMBS BY O HORS. ALL MOUNTING OF /RACK. ANDES. HORIZONTAL TRACK SUPPORTS. AND ILL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED 07TH DOOR SYSTEM (MESS OTHERWISE NOTED. OESIGP! LARDS: +40.6 P.S.F. 5 -52.0 P.S.F. /OLD NOTED rro 2/15/95 MAIM m IIWW mom SY ADDED JAMB DWG & Ci4ART TO PAGE 4 REFIT DWG TO 2 PAGES REV. JAMB ATTACH. FASTENERS ON PG. 2 DEL. 44/4 87/94; DDS /G-40 WAS DQSK /G -80 SLIDE BOLT ENGAGES I VERTICAL TRACK. ONE LOOK ON EACH SEE OF BOOR. Pamir 01Y14 04114. =IAMB CONFORMS TO SEW 3603.2 • •••• mop QULIMI9 • ••• •ftetavernin OMEN • MAN CODE O � �� 7 � RICE • ANE 14°4: • •••••• • • • • • • • •• •• •• •• a •••00. 1 • NM. sac •P 2 Olt' 2 I • 1t?'A 80'11 4 •••• • • CAR HURIQ • /E CI PAN DOOR 81 101300 • e • 4 ; 4 •••••• •• • • • • • • • M •••• ••••• •• • ••••• • ••••• • • Apr. 13, 2005 8:56AM Miami Shores Village Building Department Permit No. " Job Name Myr rEtz, .3.09 cf. Tit CR1 riat: A-d_Azfi STRUCTURAL CRITIQUE SHEET (9 > 25 ef eebra/ /!:ss• fr C s'ee .24e'/,$, 3 _ ( I; 0-) 1917 5e-4 o o/ 3 0 '4/Wall zLe, 5/8" v I illte I I I I talit • ' )upp,eri el- beam 5 .1,4) a1 ea‘h cip-1 b X ti D:z. $74 X 17 Pari Cei4 4 1 /5/Mr3OA/ ‘772-4,ve; 001-7 " )4, 4 trArgE /) CUT APR 13,2005 10:21 TOWER CONTRACTI S 1-0 • • 7 Onii look( j.54- Re,a-eih x 154- f• 2e, -2. 1:2413 ere fre.;.sly tindee 5-20 ch ge4/1 i et ile114 /7 'vs. ti 1 ke /41 nie a Foci 6 rL FL 44) '5 0 7, No, 0510 P, 1 1 10050 N.E.2ed Avenu: Miami &torn, Florida 33138 Tel: (305) 795.2204 Fax.: (305) 756.8972 Page 1 EXIST. ROOF x 4 PT BLOCKING FOR OOF SHEATHING 4 EILING SUPPORT 4' MIN. WOOD BASE FLOOR FINISH. • BY GILNER (TYPICAL) 1' CCNC. SLAB (SEE DET. S -1) • h 1/2' 0 X2' STUDS • 12' OTC. INTO SLAB 2- 5/8' TYPE 'X' SHEETROCK FOR 1 hr. FR. USE TYPE '5' DRYWALL SCREWS. WS X 40 i i t. , em emit &lila= laaraldIn•J•1.13 • L8'X6'X 5 /8 0X4'STUDS (MONOLITHIC) A. BOLTS IF PLACED AFTER BEAM IS POURED (EACH SIDE OF ' 1 ' BEAM) ORIZONTAL • JOINT _GADDER SHALL BE PROVIDED AT EVERY SECOND COURSE 16' VERTICAL FOR ALL EXTERIOR WALLS STANDARD MASONRY PER ITEM • 2104, (F) OF THE F.B.C. 1/2' DRYWALL ON 2' x 1' PT RARING AND R -5 INSULATION. FFE.= + -0' -0' PROVIDE 3/4' EXPANSION JOINT, ALL +- 12' -0' (NA.VD.)AROUND PERIMETER 6' CONCRETE SLAB ON GRADC 111/6X6 W2.I X11/2.1 WWF ON 6MM VISQUEEN ON WELL COMPACTED SOIL . a = '1 14 py/tyuo 1 .. .- .. T, :ay „. WELL COMPACTED GROUND r . I1IIII- a1tuI4--- 1IIIIII- 3011 a SZ, (PRO`ADE 5/5' Min. STUC CONC BLOCK WALL.) PROVIDE • 5 TIE DOWN JAMS ALL WINDOW 4 DO 24' x 12° CONCRET BARS. CV 205 12 . SaPt 1 Catty (Low t to inst high rt Gateg (Medic. to instt medlar Categ( (High s • to insta lower r Condition A appiie: ure surfaces are or ment proportioned prism into the Struci Condition 13 oappiict forcernent is not pr strength governs. D.4.5 — Strength re Crete shall be as fo. referenced in Appen a) Anchor govert element i) Tension lo ii) Shear ioa, b) Anchor goverr element i) Tension lot ii) Shear Ioac c) Anchor governo i blowout. pullout, o± i) Shear loads ii) Tension loads Cast -in heade headed bolts. bolts CODE 1 0.75 sitivtty .tion ?.nd bility) • 2 0.65 sensitivity tion and eliabllity) 3 0.55 ,itivity ion and !bility) Post-installed , ;hors with category . determined Irom ACI 355.: 0.55 0,45 here the potential concrete tall- ied by supplementary re3infort:,e- :ie the potential concrete failure ti member. here such supplementary rein - Je;d, or whero pullout or pryout ;tion factor for anchors in oon- vs when the load combinations C are used: by trength of a ductile steer c c /g 1 0.7'5 by strength of a brittle steel 0.70 0.65 y concrete breakout, side-face yout strengths Coridjtion A Q Ldition B chiefs, hooked 0.85 0.85 0.75 075 ACI 318 Building Code and t.nnmme.n+o... APR 14,20 05 14 :22 DONNELL DUQUESN APPENDIX D 318/318R -411 0.65 crack widths ate considered. The three categories of accept- able post - installed anchors nn-: COMMENTARY P. onmrammor C,ltcgory It — low sensitivity to installation and high reli- ability: Category 2 — medium sensitivity to utstall ttion and inediutr, reliability; and Category 3 — high sensitivity to install:. flew and lower r Tho capacities of anchors under she;,r load:: are not as sensi- tive tc installation errors and tr./kraut:es. Therefore, for shear calculations of all anchors, tfi :• 0.75 tor Condition A Mi �j t W g 0,1 ./ 71 8 2s 718 1 9((1 ) c -NoNG E 4)5 RD.4.S — As noted in 1.2.9 1, the 200:: code incorporated the load factors of ASCE 7 -98 and the corresponding strength reduction facto: provided in the 199L Appendix C into 9.2 and 9.3, except that the factor tor flexure has been increased. Developmental studies lc.. the ¢ factors to be used for Appendix D were. based on the 1999 9.2 and 9.3 load and strength reduction factors. The re sulting factors are presented in 13.4.5 for use with trte load factors of the '2002 Appendix C. The 4 factors tor se with the load fac- t of the i94Q ApptIldiX C were de'crmined in a manner .onststent with the other ¢ factors of i ae 1999 Appendix C. These ¢ factors are presented in D.4 4 for i se with the load factors of 2.002 9,2. Since developrne' tal studies for ¢ lac. it to be tavr, d with .gppendix17, for brittle concrete failure modes, were performed for the load and strength reduction factors now given in Appendix C. tut: discussion of the selection of these ¢ factors appears in t`0s se.ctioc. Even though the f factor for plain Concrete in Appendix C: uses a value or 0.55, the basic factor fr_ brittle concrete fail- ures (¢ = 0.75) was chosen based on r 'sults of probabilistic studiesP 16 that indicated the use of ¢ C.65 with mean values of c'' controlled faatut produce;; adequate safety ley- els. Reeause the nominal resistance expressions used in this appendix and in the test requirements are: hared on the 5 per- cent trachea, the # L 0.65 value wotdd b.- overly censers Live, Comparison with other design prorrdiries and probabilistic studiet. 16 indicated that the choice of O - U. /;i w as justified. For applications with supplementary reinforcement and more dui rile failures (Cnr dition A), the ¢ factors are increased. The value ire * . 0.85 is compatible with tt : level of safety for Page 2 1 '1 d - 14 -205 12.E7F-1 Strong -Bolt Character st . an*loe Design Values' Tension Resistance of Steel Strength Reduction Factor- Steel Fd:lurs Pull -Out Resistance CraCI Wl (:nrwrnl4 (f r 2,500 psi) Pt:f -grit Ros!stertue ttrt rartec' r on.erete (1',, = 2,500 Psi) Strength Reduction Factor - Pullout Failuia Effective Embedment De th Cfiticul Edue D stanoi' €ficctivrrrt'.,.; Fa;./o: - Uncrocked C_oncrate_ _ Effectiveness Factor - Cra:$ d Corn :rota Rat;o of Strength Reauul)on Frctor - ConCrete Breakout Failure Tension Ra3i ctancs 01 Smolt Anor ttr TOr Seism Loads ( 2.600 psi) • Strength Reduction - Fnctlr - Pvliput Failure Outside Diameter Coefficient for Prout Strength Strength Reduction Factor • Concrete Prvout Failure APR 14,2005 14:21 dge Anchor for Cracked Concrete 13,500 0.65' 7 250 3,375 4.500 2 750 9 77'3 S. al 51'? 74 1175' 20,815 n 75 34,125 0.65' 3,3170' 4 180' '16054 1,419 0.65 0.55' 9 375` 5,3356.505" 7 (Q" A •' r 1 e1.42.0 0 E (1.ri5' 1 055 r 5.000 6.750 ;t) 11.`1 O. + e l!8 It) 2,495 2,995 7.555 2,44;4 3,35.}0' 0,55• 0 55 0 65' 4 ;;7311' 5.500 3 75 7 11 5114 6 ?:16 5,372 3. 5.7)5 0 55' It( • v, Ib Shear Resistance (1 = 2,500 psi) Strength Reduction Factor • Steel Failure Load P,e7rinp Lc+ng!h of Anchor n Shear Strength Reduction Factor - Concrete Breakout Failure �J M 11 8. s5t) 0.625 4 ar) 1 '' 0 0.75' 1 ) 5 010 I 6 1/.305 Strong -Boit Chgratttrist ;rear Cosign Vainelii d Shear Rnciatance cf Single Anchor for Seismic Loads G, (1' 2,500 Psi) Strength Reduction FliC'nr - Steil Faiita DONNELL o S5E G'r:;' 1.45 10 7.0 0.60' DUQUF,SN 0.70" 9,715 111,e7 if,t'la 1? 170, :,505' 7,350" 0 55' 0.60' iri, F' t. 1 ': t -. !TNi table t) nr ee m con(une,torr with tnn design st.tena of ;I 31e. -02 Appendix D. 2. The Gate of a apptias wilt(' trt'oad :en ) ne1 one ?1 iC,1 318 02 SeTt'On 9 2 err use. 0 tie. ki ] J:` bulatibns vt AC1 315.02 Apr • ido( 4 ; or ,c,CA rr' t't F ■r*IC'n 042 To Jett 'n'n. the appropriate vlkra td 4. Tub; 17 Ina 4n1134 inch diameters are considered as brit : stet'titeetnts. The t'S Irrh can dead as a ouC9IO stxl element. h ail st the charaaronistit pest -air resittarrt f:v ,itie 1,cnrrv6 r•�' 1y stir tiGiY Dr raw plyena the c �ts value by rt : •,CG,Ma 1 2„5,^+11 n 4 311,..s; the etnttaetaustr pe 1talti :re itti atilt M(')'itt• compre':eiw strengths by rout 4 T t+p the ta�121ai S3i0} !TV (TT, Ya . 95 - 5. A4it. 1 toe ChlraCtensti: putt -Gut resrstarcc for Olt Caw:tuts corpree'•eive aueripthi, by n1W 4yinp the t; :r :rye .awc by it . Kc rea Z ; s71t i. no '4'tJ nt w erne; wlrnr rr1t' tO4 :(Ai.) con grabens at Atli ate-02 Saxton 9.2 a'= r.-,eo And he regctrsmnr1G 0f SECiion D4.4(c) for for Ittea 9 are 'ne' It "t1. had rotnpm;?i,:nc ^' A.1 s 15 -72 Appe7. - e7. C are 4sed, re'Er to SCChbn 04. to dsrerm'e the eponi0nare vim' ate iTe t+OJiti;,:ten *acts• wears • 1.010r cra:t.eC con fete. Otherwise, the nndnreahon factor lo' WK .tote) .ortr;rete 9d1hr>ut 6ePPlam4ntuv 3 .caver.I t0 Lunttul seiltun 15 Sixdl: Sby 10dC't G Ot (21 WEt=et c-, 1 St :0 1' c = c Tho mot,featOn latter rE, is ep(A `a fix romiMl conttete bite rout Slot' pth. N,., or t1, t The Hh a o' 0 &F40) w'.cn boot .!x toad t. :v :• of ACI X15.471 ;ertton 02 tie tied ,tee Ile requirements 01 Secton Da,1tc) for Gtar:iitoa A ore nen, if Ire load �vrnWneci r,h a' !"7 ;1l( -02 :Te.^.tioh 9 w' arc 084"1 ate ire rcq .'rerrents , :1 Sett-on 04.4(c) for C0ae1111n 1 r'e 101 tete' to '*.1n:n 114.4 to daterreM• ter 55 app rpnets vai:.r u; • l' Gilt load Sumh�n, to t df ACI :1542 Appendix G are used, refer to E.a, -- -- 0 : to 4ete'ndr" •ha )rprtrpnarr • a1ti.'r' Pagc 1 1. 1 15.•.: tlr(vrnldtrvn presented rn Tim table tc t Li5£d rn c' l:unction the 001.4' or,t• :'5.a of ACI 318-02 Appendix 0. ' I o rape of . !Mlles when the road col: Anions of ACI 310 -U2 Section 9.i err. use.. If the load combfnauors of ACI 318.1tL !w' . rrCoc G ate used. earirlaSt&Sis - VMo Eta. iTtina the appropriate vault!? .ore i?T / Inc; • and 3'4 inch diameters ale considered • lttlo sleet etennoits, The 51 inch diameter rs t - reader4(1 a ductile r teal element 3, The 'ewe of 4. ellehee when both ftus load r,or, rrtabrnl . v' ASI 519.02 Section 9 2 re use. and the requirements of Section 04.4(01 5.w : eadDiee A are t . If airs load con: a!natlons of AC1 318-C2 Section 9 2 are sea and me requirements et Section f14 .(c) ?Or P.neditae 1 are met. rate 44 Sec, or 04.4 to determine the appropnaly vale. of . If the Iota combinations of AC: 112-32 Append% G are used, refer to Sae.on 04.5 to determine the appropriate yak •. of o 4.1 ire 'atoe of 6 applies when both the bad y con '>inah0n6 Of ACI 318.92 Section 2.2 era use; and the requirements or Sectku 04 4(ot for :onaleon S are met. It the Toad con 'mat ores of ACI 318 -02 Appendix C • Sed, refer to SA^tion 04.5 10 detvrrrntnr the patopriato value Of @, :2, • J 43- 205 4 35PM FPO 1 C 1 iM4 -PROJECT _ _ SUBJECT. "I SHEET NO. / OF / BY \ T54 PW44J Otgett JOB N3 -CHKLI Y rt., 13.8.11 ?)1"1 P,g /./ ?-ef —0 MAR 301:=5 17:57 DCNNELL DUQUESN ' -• , I/ 1 c . 10 =I 7,V(.17.4.7t. (34 , f A r e3 4 if 2 f ocex> - Tv? lag/ /0"02." /4(4,, 3S ' -'32 5, ‚J4 4 / 27 6.1.4- / r"-"47..7 lic. :- f-- 130oo (2,7 ) z-- 57 .,.....,• 0 1 .)e.-.A.,) - .- 2‘,/ k.:7,> K2 k. (ite- V ° I a ' ! i 7 ' '' i / 4 , x' 1 x I ., , .0 ce,,, - dt; c TS4 4 v Pagi.:: 1 Contractor's Address Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: Idition QAlteration Describe Work: Miami Shores Village 10030 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305 7,5.22 x.. ; 972 M ME u Building Department BUILDING MAY 0 4 2006 Permit No. PERMIT APPLIC . ION ` + Master Permit No. OP o4 — I FBC 2004 Permit Type (circle): Building lectrical Plumbing Mechanical Roofing Owner's Name (Fee Simple lid f2-!E 5'1t4 / rH Phone # ' oS• 72O• D3o 0 Owner's Address 36 q lV G q" ST City /V/ /4/14/ 51-(b £es State � Zip 33 /. Tenant/Lessee Name Phone # Job Address (where the work is being done) SA MC A S AgoVE City Miami Shores Villag_ ounty , Miami -Dade Zip FOLIO / PARCEL # , ,e°' Is Building Historically Designated YES NO ✓ Contractor's Company Name " w'3 GO 1i t -' ° 'p" Phone # 3oc 9l?-7 A. / / ' (0 Z3 AJ 5 tai "we City /V` l'-f/ 604 State F- Zip 331 lot' Qualifier Name Phone # 3 CC" gig- - 776 / State Certificate or Registration No. Certificate of Competency No. QNew ********* * * * * * * * * * * * * * * * * *«* * * ** *Fees * ** *peer G © A a Si Phone Square / Linear Footage Of Work: 0 Repair/Replace 0 De Submittal Fee $ Permit Fee $ r W - - CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ . Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Zoning $ Structural Review. $ Total Fee Now Due $ 41 - C See Reverse side a NAY 1 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. 1 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 Owner or Agent The foregoing instrument was acknowledged before me this day of ,20_,by_ who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ******************************************************************************* * * * * * * * * * * * * *,* * * * *,* * * * * * * * * ** APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this day of ,20 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning Project: Model: Block No: Lot No: Contact Truss 0001 T1 Site Office Name: Phone: Fax: Deliver To: 309 NE 99 ST. MIAMI,FL. Deliver To Address3 Tentative Delivery Date: Material Summary Includes the following The truss drawing referenced below, have been prepared under my direct supervision based on parameters by Arch. or Eng. of record using MiTek 2020 software Pages or sheets covered by this seal: 0001 thru 0003 Total: 3 drawings To: •• • �•' •.•. .• •rs List NELCON CONSTRUCTION • • • • • • • • • • • • • • • • • • • • ••• • • Job • ••• With my seal affixed to this sheet. I hereby certify that this serves as index sheet in conformance with the required building code Chapter 61G15 -31 section 003 of The Florida Board of Professional Regulations. Building code being use is ASCE 7 -98 per FBC 2001. Wind speed 146 mph.Exp. -C Category II: Importance factor =1.00 Truss Truss 0002 T2 0003 T2A Page: 1 of 1 • • •• ISate: ••• • •• • • • •• • 4/21/2006 • • •• • • • • • • • •• • • • • • gro . . . 6C31 • • • • • • Account No: •• Desi• • gn •• er: mtm •• • • • • • • • • • • • Salksper>;gn APR 21 2006 • • • • .. • • • • 4 • • IMOMEVM7 AL MAY 0 4 2006 BY: k -45 orO CITY coPY REMBERTO CONTRERAS, P.E Consulting Engineer Civil /Structure 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 -6797 (F'.Crida P.E. 21522) Project: Model: Block No: Lot No: Contact: Name: Phone: Fax: Site: Office: Tentative Delivery Date: To: NELCON CONSTRUCTION • • • • •• • • • • • • • • • • • • • •• Deliver To: 309 NE 99 ST. MIAMI,FL. • ••• • • • • • • • • • • • • • • • • • Production List ▪ •lob N :rpbar. • • • • • • Neste: • • • • • ▪ 'Date: • • • Project ID: • 614-2I-2006 - 9:51:55 AM 6C31 • Account No: • • • :Designer: :SalFsitrson:: • • : • Quolk, Number! • Profile: Qty: 19 4 11 Truss Id: T1 120 Ibs. each T2 50 Ibs. each T2A 50 lbs. each Span: 28 -10 - 2X4/2X4 13 - 4 - 12 2X4/2X4 14 - 4 - 0 2X4/2X4 Truss Type: COMMON COMMON COMMON Slope: 4.00 0.00 4.00 0.00 4.00 0.00 I.0f-1 • • • • • • • • • • • • 1 -0 -0 0 -0 -0 1 -0 -0 • � • • • • • • • • • • • • • • 1 -0 -0 1 -0 -0 1 -0 -0 1 • • • • • • • • • • • • • • • • • % B•t4a • $051 Total 25 BF -Ea 101 Total 25 BF -Ea 271 Total Built By: REMBERTO CONTRERAS, P.E Consulting Engineer Civil /Structura 30 N.W. 87 Avenue, #C -101 Miami, FL 33172 Phone: (305) 667 - 6797 (F!orida P.E. 21522) APR 21 2006 Job 6C31 Truss T1 I Truss Type , Qty Ply NELCON CONSTRUCTION. COMMON 19 1 �,I • •o•Reference ■ -• 0001 •tional • • • • liTub 1Indu4Ries, I nc. Fn Apr 21 09:52:22 2006 Page 1 • • • 4 -0 2 -1010 BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. : • •• 6.290 • s •� 1 �20t:5I • • • • • • • -0 -9 7 -7 -6 14 -5 -0 21 -:-10 : • i • i1 • • T j 1 -0 -0 7 -7 -6 6 -9 -10 6 -9 -10 7 -7 -6 1 -0 -0 Scale = 1:51.; • ••• • ••• • •• • • • • • • • • • • • •• • • • • • • • •• 4.00112 4x9 MI120= • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4x9 MII20% 5 4x9 MII20� ••• •• I •• • • • •• 15 et 6••• • • • • •• • 2x4 MII20 � 4 • • Qx4►MN20�i • • *0 A"1 • • • • • • • 3 • i • ••• •• 14 17 Y Y — .-- f7 y. KI:711 W=1.1 3x6 M11201 13 12 11 10 3x6 M1120= 3x4 MI120= 3x4 MI120= 3x6 MI120= 3x4 MI120= 10 -5 -14 18-4 -2 28 -10 -0 10 -5 -14 7 -10 -5 10 -5 -14 Plate Offsets (X,Y): [4:0.4- 8,Edge], [6:0.4- 8,Edge] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) 1 /defl L/d PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.94 Vert(LL) 0.36 8-11 >946 240 MII20 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.90 Vert(LL) -0.78 8-11 >432 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.15 8 n/a n/a BCDL 10.0 Code FBC2004/fP12002 (Matrix) Weight: 120 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 2 -2-0 oc purtins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 3-8-9 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 1665/08-0, 8= 1665/0 -8-0 Max Uplift2=- 1369(load case 2), 8=1369(Ioad case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/25, 2-14=-3659/2599, 3.14= 3566/2618, 3-4 =- 3088/2294, 4-15=-2986/2297, 5-15=-2978/2307, 5-16 =2978/ 2307, 6-16=-2986/2297, 6-7=-3088/2294, 7- 17=- 3566/2618, 8-17 =- 3659/2599 , 8-9=0/25 BOT CHORD 2 -13= 2272/3382, 12-13=-1507/2310, 11-12=-1507/2310, 10.11 =- 2272/3382, 8.10 =- 227213362 WEBS 3-13= 735/644, 5-13=-431/867, 5-11 =- 431/867, 7 -11 =- 735/644 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -98; 146mph (3- second gust); h =22R; TCDL= 5.0psf; BCDL= 5.0psf; Category II; Exp C; enclosed; C-C Exterior(2) - 0.11 -7 to 2 -1 -9, Interlor(1) 2 -1 -9 to 11-4-0, Exterior(2) 11-4-0 to 17 -6-0, Interior(1) 17-6-0 to 28.8.7, Exterior(2) 26-8-7 to 29.9 -7; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1369 Ib uplift at joint 2 and 1369 Ib uplift at joint 8. 5) This truss design confomis with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (p11) Vert: 1 -5=90, 5-9=-90, 2 -8=20 2) C-C Wind: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -2 =178, 2- 14=125, 14. 15=74, 5-15= 125, 5-16 =125, 1617 =74, 8-17 =125, 8-9 =178, 2 -9=-10 Hors: 1-2=-188, 2-14=-135, 14- 15=--84, 5-15=-135, 5-16=135, 16-17 =84, 8-17 =135, 89=188 3) 1st unbalanced Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pit) Vert: 1-5=-90, 5-9 —30, 2 -8=20 4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33 Unifoml Loads (0) Vert: 1-5=-30, 5.9 =90, 2-8=-20 Job 6C31 • Truss T2 Truss Type Qty Ply COMMON 4 NELCON CONSTRUCTION. 0002 1 I*S Qefere•ce (optional) • • • • BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. • • • • • 6.200 s OR 182006MiT•brindus•ies, Inc. Fn Apr 21 09:52:22 2006 Page 1 • • • • • • • • • ••• • • • 6 -2 -12 • • 13 2 : • • • • • • 1 14 -4 - I 6 -2 -12 7 -2 -0 1 -0 -0 Scale: 1/T=1' • ••• • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4x9 MII20= • • • • • • • • • • • • • • • • • • 4.001 .00 12 3 �_ •• • • • •• ••• •• • rialln. • • • • • • • 010 a � i ;; m 3x4 MI I20 % 3x4 MI I2 % 6 5x8 MII20 II 3x6 MII20= 5x8 MI120= 6 -2 -12 13 -4 -12 I 6 -2 -12 7 -2 -0 Plate Offsets (X Y): [1 :0.3- 8,Edael, 16:0.4 -0,0 -3-01 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.84 Vert(LL) 0.11 4-6 >999 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.44 Vert(TL) - 0.20 4-6 >775 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 50 Ib LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-8 oc pur(ins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-7 -9 oc bracing. WEBS 2 X 4 SYP No.3 SLIDER Left 2 X 4 SYP No.3 3-1-14 REACTIONS (lb /size) 1= 713/0 - 2 - 0, 4=840/0 Max Horz 1= 7(load case 2) Max Upl'Ift1= 793(load case 2), 4= 976(load case 2) FORCES (Ib) - Maximum Compression/Ma dmum Tension TOP CHORD 1-2=-1291/1321, 2 -3= 1133/1338, 3-7= 1189/1333, 7 -8= 1208/1322, 4-8=-1304/1316, 4-5 =0/25 BOT CHORD 1 -6= 104811139, 4-6=-1048/1139 WEBS 3-6=0/184 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7 -98; 146mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Exterior(2) 0 -11-4 to 10-2 -0, Interior(1) 10-2-0 to 12-3-7, Exterior(2)12 -37 to 15-3-7; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 793 Ib uplift at Joint 1 and 976 Ib uplift at joint 4. 6) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1 -4 =20, 1- 3= -90, 3 2) C -C Wnd: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert: 1 -4=10, 1- 3=138, 3-7= 138, 7 -8475, 4. 6=138, 4-5=178 Horz: 1-3=-148, 37= 148, 7 -8485, 4-84148, 4 -84188 3) 1st unbalanced Regular: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4=-20, 1- 3= -90, 35=30 4) 2nd unbalanced Regular Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 1- 4=-20, 1-3=-30, 35=90 Job 6C31 Truss ( Truss Type I Oty T2A I COMMON 11 • Ply 1 • NELCON CONSTRUCTION. Soft Refersoce 0003 tional • • • • BEST TRUSS CO., MIAMI, FL. BEST TRUSS CO. • • • • 6.2) s • 0 1 • 0( • • ndduu •i es, Inc. Fn Apr 21 09:52:22 2006 Page 1 • • • ••• • • • • • • .14:4 • • { 15-4 -0 j - - - 7-2-0 • • • • • • • • • • • . j 1 -0 -0 7 -2 -0 7 -2 -0 1 -0 -0 Scale = 1:26.8 • ••• • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • •• • •••• • • • • • • • • • • • • 5x8 MII20= • • • • • • 4.00 171 3 �._ • •• • • • •• ••• •• nom , • • • • 10 In EMIRS 5 6 3x6 ii 3x6 MI120= MO2O= 5x8 MI120= 7 -2 -0 14-4 -0 7 -2 -0 7-2 - 0 Plate Offsets (X,Y): (6:0 -4-0,0 -3.01 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) 1/dell Ud PLATES GRIP TCLL 30.0 Plates Increase 1.33 TC 0.87 Vert(LL) 0.11 4-6 >999 240 MI120 249/190 TCDL 15.0 Lumber Increase 1.33 BC 0.46 Vert(TL) - 0.18 4-8 >894 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2004/TPI2002 (Matrix) Weight: 50 lb LUMBER BRACING TOP CHORD 2 X 4 SYP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-10 oc purlins. BOT CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 2 X 4 SYP No.3 REACTIONS (Ib /size) 2= 868/0 -8-0, 4= 868/0 -8-0 Max Uplrft2 =- 954(Ioad case 2), 4=- 954(load case 2) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/25, 2-7=-1430/1281, 7-8=-1339/1287, 3-8=-1315/1299, 3.9= 1315/1299, 9-10=-1339/1287, 4-10 =- 1430/1281, 4- 5=0/25 BOT CHORD 2 -6= 1021/1283, 4-6=-1021/1263 WEBS 3-6 =0/209 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wnd: ASCE 7 -98; 148mph (3- second gust); h =22ft; TCDL= 5.Opsf; BCDL= 5.Opsf; Category II; Exp C; enclosed; C -C Exterior(2) -0-11-7 to 2-0-9, Interior(1) 2-0-9 to 4-2 -0, Exterior(2) 4-2 -0 to 10-2 -0, Interior(1) 10-2-0 to 12 -3-7, Exterior(2) 12 -3-7 to 15 -3-7; Lumber DOL =1.33 plate grip DOL =1.33. 3) This truss requires plate Inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 954 Ib uplift at joint 2 and 954 Ib uplift at joint 4. 5) This truss design conforms with Florida Building Code 2001, based on parameters indicated. LOAD CASE(S) 1) Regular: Lumber Increase =1.33, Plate Increase=1.33 Uniform Loads (p8) Vert: 2-4=-20, 1-3=-90, 3-5-90 2) C -C Wnd: Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (ptf) Vert: 2-4=-10, 1 -2= 178, 2 -7= 135, 7 -8=75, 3- 6=135, 3-9= 135, 9.10 =75, 4-10= 135, 4.5 =178 Horz: 1 -2 =188, 2 -7= 145, 7 -5485, 3-54-145, 3-9= 145, 9. 10=85, 4-10= 145, 4 -5=188 3) 1st unbalanced Regular. Lumber Increase=1.33, Plate Increase =1.33 Uniform Loads (plf) Vert: 2. 4=-20, 1- 3= -90, 3-5=-30 4) 2nd unbalanced Regular Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (p8) Vert 2-4=-20, 1 -3-30, 3-5=-90 This safety alert symbol is used to attract your A attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE: ® CAUTION: A CAUTION Identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB - 91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES It is the responsibility of the installer (builder, building contractor, licensed contractor, erector or erection contractor) to properly receive, unload, store, handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiortothe projectArchitect's or Engineer's design specification for handling, installing and bracing wood trussesfor a particular roof orfloor. These recommendations are based upon the collective experience of leading technical CAUTION: The builder, building contractor licensed contracto er =or e e or'ft. vrsect o tractor,istad -'- oarid e a 'i h e n Sr o kie o m mentary an Re omme dat r� To H g ', In stalling '' Bracin Meta Pla Trusses, HIB -9r from tlieTruss Plate Institute.` Trusses stored horizontally should be sup- ported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installa- tion begins or lift bundled trusses by the bands. WARNING: Do not use damaged trusses. TRUSS STORAGE Frame 1 RAKIEft 4 ',MGM designates a condition vftherd fanurdtdfdliowdns !ructions or heed warn- ing will's os4 IIknly resulf In serious personal Injury or death o r damage to structures. • CAUTION; Trusses should not be unloaded on rough terrain or uneven surfaces which could cause damage to the truss. • ' : • rii • • A 1NAUNIAla: A WARN:ND describes a condition : when; faihirat•foylow=nctauotions could result in severe persona injury or damage to structures. °ThUSS PLb1''1N`TITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833 -5900 personnel inthe wood truss industry, but must, duetothe nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, theTruss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUT Alite tha P. 4 grad sh'o ild" a Ala' trusses as`urn trusses jhouId b dance with doslg wary bract should beno less . limb e tl l to ect`ons. tiK � imum of ,2- nails Ali ;center of lessf' Ail multi ply cotrnect :ddtogether" Irnaccor- drainfirigs prior to installation: Trusses stored vertically should be braced to prevent toppling or tipping. DANGER: Do not store bundles upright unless properly braced. DANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. ••• • • • ••• • • •• •• • • • : .. •• WARNING: Do Sidt :tttadt cablbs - dhains, or hooks to the ar•eb meinbens..: • : Tag Line Toe In — 1 truss of group'oftru nd brace (ES •• • •• • ••• • • • • • 60a • • • •• • • • • • • •• • • • • • • • or Tess • • • I I I I Approximately en protely Approximately g • • • • •/2 ttnrs length Truss spirts less than610': • MEI 100101 IMIPAI Approximately 1/2 to %truss len th Spreader Bar Toe In Spreader Bar • ••. • • • • • Less than or equal to 60' - � Approximately 1 /2 to Y3 truss len • th Less than or equal to 60' CAUTION: Temporary bracing shown in: this' summary sheet is.adequate for-the. Installation of :, • trusses with similar configurations Consult registered i professional engineer ifa :; bracing : arrangement is desired.; The may: design, bracing ins accordance;;with Recommended -Design Specification for Temporary' Bracing of�`Mefaf'.Plate :Wood Trusses, DSB -89, an In some cases determine that a wider'spacing Is possible : GROUND. BRAC,ING.BUILDING INTERIOR :. Narii■Nor, _- Top Cho d LBT • Ground brace diagonals (GBD Ground brace vertical (GBy) CAUTION: Ground bracing required for all installations. Blocking • : 2nd floor Toe In Tag Line Toe In Tag Uwe • Ground brae diagonals Note: 2nd floor system shall have adequate capacity to support grown let floor • ' MECHANICAL INSTALLATION bitting devices should be connected to trio aruss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Ground brace ertical (GBy) Tag Line Frame 2 WARNING: Do not lift single trusses.wlth spans greater than 30' by the peak.. Backup ground stake At or above mid - height Tag Line Tag Line Strongback/ SpreaderBar // Approximately Y3 to 3 /, truss length /1 10' 10' Imo! \I \III 17 Approximately Y3 to 5/4 truss length Strongback/ SpreaderBar GROUND: BRACING BUILDING EXTERIOR Driven ground stakes -• Greater than 60' Greater than 60' Typical vertical attachment Strut (ST) 10' Typical horizontal tie member with multiple stakes (HT) Plan End Wall gi Grow brace ' \ 1-, truss of b Wend (LB0) group of true ,End face (EB) •,V • • • • •. •. ..• • a • • SPAN . _ • •••• .E 1.... •..••• 1 • •• • 1 •• • : TOP CIiORD •'LATERALDBRACE SPACING(LBS) TOP CHORD DIAGONAL BRACE SPACING (DBs) f# trusses] SP/DF SPF /HF Upt *S ?' «•• 442 ••• $'•• 20 15 Ove132 -48' 0 04/42• • ••• • A' • •• 10 7 Ovei46t -fi0C 4/32: • • : l' ; ; ; 6 4 Over CO' ' See'a redistered I Trofesialonal engineer Top chords that are laterally braced can buckle togetherand cause collapse if there ism diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. SPAN` DF - Douglas Fir -Larch HF - Hem -Fir 12 4 or greater Up to 28' Over 28' - 42' Over 42' - 60' Over 60' TOP CHORD MINIMUM TOP CHORD DIAGONALBRACE PITCH LATERAL BRACE SPACING (DBS). ilIFFERENCE SPACING(LBS) [# trusses] 2.5 3.0 3.0 7 ' 6' 5' SP/DF 17 9 5 SPF /HF 12 6 3 See a registered professional engineer SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. Frame 3 DF - Douglas Fir-Larch . • • HF- iiemfif • • • • • . • • • • • • • 'All ratbrarbrices" ,\., lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10' or Greater 2 12 5 �— •• •. SP - Southern Pine SPF - Spruce - Pine -Fir Ct* uous Top Chord (oa Lateral Brace Required PITCHED TRUSS Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. JUG EMBER PLANE 12 - - 1 4 or greater . WARNING: Failure to follow these recommendations could result .; severe personal'injuryyordamage totrusses'or buildings. 0 •• •. • • Permanent continuous lateral bracing •• as specified by the truss engineering. Frame 4 Up 10 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 BOTTOM CHORD LATERAL BRACE SPACING(LBS) 15' 15' 15' BOTTOM CHORD DIAGONAL BRACE SPACING (DB& r# trusses] SP /DF 20 10 6 SPF /HF 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir SP - Southern Pine SPF - Spruce- Pine -Fir All lateral braces lapped at least 2 trusses. B C Cross bracing repeated at each end of the building and at 20' Intervals. SPAN MINIMUM DEPTH TOP CHORD LATERAL BRACE SPACING(LB TOP CHORD DIAGONAL BRACE SPACING (DB [# trusses] SP /DF SPF /HF 11p to 32' 30" 8' 16 10 Over 32' - 48' 42" 6' 6 4 Over 48' - 60' 48" 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce- Pine -Fir 1y The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 4x2 PARALLEL CHORD TRUSS :TOP CHORD;``) Top chords that are laterally braced can buckle togetherand cause collapse if there keno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. End diagonals are essential fb ' stability and must be duplicated both ends of the truss system. End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 2x4/2x6:1 CHOF3D TOU$S • • ••• • Top chords that are laterally braced can buckle togetherand cause colla aeifthereisnodiayyo- nal bracing. Dj��gpal:raacing shgpf t jje n%Tee to the underside otath.t•p chard wheat purling are attached tethttotaid!ofthelop h.rd.• • • • •• • • • • • • • • •• • • • • • • • • • • • • Continuous Tip Chord letcral Brace T Required 10" or Greater • •• • • • •• • • • • • • • • •20,(0 Attachment Required 30" or greater > WARNING: Failure to follow these recommendations could result n severe personal Injury or damage to trusses or buildings A All lateral braces lapped at least two trusses. • Continuous Top Chord Lateral Brace Required t 3 1 /2" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. DQn) •D /50 D(ft) 12" 1/4" 1' 24" 112" 2' 36" 3/4" 3' 48" 1" 4' 60" 1 -1/4" 5' 72" 1 -1/2" 6' 84" 1 -3/4" 7' 96" 2" 8' 108" 2" 9' L(in) L/200 . L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' L(In) L/200 : L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' Up to 24' Over 24' - 42' Over 42' - 54' Over 54' MINIMUM`. PITCH 3/12 • • 3/12 • • 3/12 i i T(=P CIO •kt1SERAb BfIACEs SPACING(LBS) • $,•• • - • • • 7 '• • • • • • • 4' • • • �rol;.tID POON_4LBRAC r9Pt CINO(DBg); l #trusses) SP /DF' fT: SPF /HF • • 1e• 6 • • •6 • • • .4 See a registered proft:ssional engir ee • DF - Douglas Fir -Larch HF - Hem -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there to no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling are attached to the topside of the top chord. . MONO.TRUSS ;I WARNING: Failure to follow these recommendations 'could result In 'severe personal injury or damage to trus buildings.. Maximum Misplacement PLUMB Truss Depth D(in) +1/4• 4 Lesser of D /50 or 2" Plumb Line WARNING: Do not cut trusses. SP - Southern Pine •§PF i ;prucD;Ping -Fir• • • • • • • • • • • • •,0 • • ry p • • • • • • •• ••• • • • • • OUT -OF- PLUMB INSTALLATION TOLERANCES. INSTA LLATION TOLERANCES T F 1 ±' /i' Frame 6 I L(in) 12 T1 3 or greater Length L(In) All lateral braces lapped at (east 2 trusses. Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required 1 BOW Lesser of 1 L/200 or 2' L(in) :: :::::........ Lesser of L/200 or 2" OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. GRADE OF LUMBER 18 PSF SOFFIT 2 PSF SOFFIT 29(4 2X0 2X4 2X6 No.21O 19 SP 2-8-3 3 -18-11 2- 8 - 3 4 -2-9 No.2 19 SP 2-9-15 4-0- 2.10.0 4 -4-11 No20 19 SP 3-0-2 4-4-7 _ 3-0.0 4-9 -12 No,1ND 19 SP 3-8-2 4-5-0 3-0.0 4.8.11 No.l 19 SP 3-1-11 4-7 -15 • 3.0-0 4.9.13 No.10 19 SP 3 4 -9-10 3-t 4.1015 NOSS 19 SP 3- 2 - 4 5-0 0 3•0•0 4. 9.13 SS 19 SP 3 3 3 -1- S. 4.10.15 DSS 19 SP . 3'3-A 5 ?-N: 34 - 19 4-11 MILL 1. DESIGN CHECKED FOR 146 /MN WND LOAD. 2. STRESS INCREASE - 33 %. LOADMKi (PSF) FLORIDA BULD940 T.C. 2 x 4 No. 2 19 SP TOP 3D - 5 — CODE 20011 B.C. 2 x 4 No. 2 19 SP BOTTOM 0 10 Wets 2 x 4 No. 3 19 SP SPACING: 24' O.C. • • ••• • • • • • • • ••• •• •• • • • •. •• • MAXIMUM OVERHANGS": • • • • • • • • • • • ••• • • • • ••• OVERHANG WITHOUT RETURN • • • • • • • 2 N OP ONAL • RETURN •• • • •• • • ; , s • • •.(.o• M. •• • .• • •• • • • •• ••• • • • • •••• • • • • • • • • • ••• •• LEDGER BOLTED TO THE TIE BEAM t8Y BLDR) CMA`( bB OMITTED rot D.N. 24 OVERHANG WITH RETURN STRUCTURES USA, INC. (3013) 740.5577 -TINS DORM a SUPPLY ALL MONO OP STUL aONNSOTORP REMBERTO CONTRERAS Consulting Engineer Civ►Ii Sty stat )- 30 N.W. 87 Avenue• _1 t; ,-;c Miami, FL 334 ,2 Phone: (305) 657767f9'7: (F!orida P.E. :102),) ; f APPROVED FOR STRUCTURES USA, INC. NOV ' 3 0 2004 Flo N•m.: Magnum O.sdw s (Nov 29-04).* Shod: Modmum Overhang