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RC-08-1921
Certificate of Occupancy Miami Shores Village 10050 NE 2 Ave, Miami Shores FI, 33138 Tel: 305-795-2204 Fax: 305-756-8972 This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 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: Construction Type INT. REMODEL 3416 & ADDITION 271 SQ FT Occupancy Single Family /7-fff/ Building Officials Approval Norman Bruhn, CB() Not Transferable POST IN A CONSPICUOUS PLACE Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 160871 Permit Number: RC -11 -08 -1921 Scheduled Inspection Date: June 30, 2011 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Addition Phone Number 305 -812 -0629 Parcel Number 1132050090410 Phone: (786)417 -3610 Building Department Comments INTERIOR RENOVATION AND SECOND FLOOR ADDITION Passe,,�o<�� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 99098. 786 417 3610 (after 2:30) Windows at east side of house must be caulked. All other OK NB �C P� June 29, 2011 For Inspections please call: (305)762 -4949 Page 11 of 24 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159126 Permit Number: RC -11 -08 -1921 Inspection Date: May 19, 2011 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Addition Phone Number 305 -812 -0629 Parcel Number 1132050090410 -411 Phone: (561)319 -6883 Building Department Comments INTERIOR RENOVATION AND SECOND FLOOR ADDITION Passed / Inspector Comments CREATED AS REINSPECTION FOR INSP- 153722. CREATED AS REINSPECTION FOR INSP- 153483. 1) Building number diagram is incorrect. A large portion of the structure is diagram #8. 2)A* must be completeted to show crawl space and vents. 3)Attached garage is below base flood elevation and requires fllod vents. (A9) 4)C2e shows that the elevation of the AC equipment at SE is below base flood. ALL equipment must be above base flood elevation. 1 met with the contractor Mario Rumiano to discuss the remaining issues on this property including the elevation certificate. He claims that the owner is denying access to complete the flood vents. I called the owner to discuss if the permits were going to be allowed to expire and he informed me that access to move his cars was not given by the new driveway contractor. He stated that he did not care if this work was completed and the contractor could go piss in the wind. NB 5-4 -11 �r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 19, 2011 Page 1 of 1 BRENTON N. VER PLOEG R. HUGH LUMPKIN STEPHEN A. MARINO, JR. EILEEN L. PARSONS JASON S. MAZER • CHRISTINE A. GUDAITIS MEGHAN C. MOORE MICHAEL E 'HUBER ANDREW L. GORDON, OF COUNSEL TAMARA D. MCKEOWN, OF COUNSEL LAW OFFICHS OF FACSIMILE (305) 577-3558 E-MAIL VPL-LAW@VPL-LAW.COM WEBSITE W WWVP L- LAW, COM RANDALL S. GOLDBERG DAIWA PINCAVAGE BRIAN S. JACOBSON JEFFREY L GREYBER MATTHEW B. WEAVER W. ALLEN BONNER • MARIA R. CALDERA BENJAMIN C. HASSEBROCK ASHLEY B. HACKER • • • ROCHELLE N. WILLIS • HEATHER J. GORIN CARY D. STEKLOF Jtme 3, 2011 ' Mr. Norman Bruhn Building` Director • Village of Miami Shores 10050 NE 2nd Ave. Miami Shores • RE: Marino Residence • , • Closing.ofTermit #08-1921 . •Dear Mr. Bruhn, • . I understand that the Village of Miami 'Shores 'does not Consider the "patio" that iS currently in place on the west side of my residence to be part of building permit no 08-1921. A .. * • variance is being pursued by NuSpace .Design, .the • architect of record for' the residence, to • resolve the Issue and bring the "patio" issue into compliance with Village zoning regulations.. The variance application will be timely made to be part cif the next hearing on July 28, 2011. • • Thank you for your. cooperation in this matter: JUN 0 3 2011 2, 6-?-1 100 S.E. SECOND STREET - THIRTIETH FLOOR - MIAM), FL 33131-2158 • TELEPHONE (305) 577-3996 1500 BANK OF AMERICA CENTER - 390 NORTH ORANGE AVENUE - ORLANDO, FL 32801 TELEPHONE (407) 380-9312 • • • t + Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 153481 Permit Number: RC -11 -08 -1921 Inspection Date: January 01, 2999 Inspector: Dacquisto, David Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Addition Phone Number 305 -812 -0629 Parcel Number 1132050090410 Phone: (561)319 -6883 Building Department Comments INTERIOR RENOVATION AND SECOND FLOOR ADDITION C.0.) Passed (1/23//°H-- Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Corvime'hts , For Inspections please call: (305)762 -4949 November 17, 2010 Page 1 of 1 F.I.P.A 0 (no cap) 0.20' 0.20' MAP OF BOUNDARY SURVEY LOT 6 5' U.E. 112.50' 0 LOT 5 "I o F.IF Wf� (no cap) M POOL EQUIPMENT 0.00' 20.50' 0.00' —' 17.10' ONE STORY C.B.S RES. #1249 NE 97th ST MIAMI, FL 33138 26.23' 10.00' 26.33' N e —o.1o° LOT 14 ®10.00' // 21.05' PLANTER/ 'PLA.I F.LP.34'0 (#3068) 112.50' PORTION LOT 16 F.R.W0 (#1201) 19' PARKWAY / / // //////// / / % / / / /// THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITLES NAMED HEREON AND THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. PROPERTY ADDRESS11249 NE 97th ST MIAMI, FL 33138 SOURCE OF LEGAL DESCRIPTION! CLIENT LEGAL DESCRIPTION' LOT 15 & WEST 14 LOT 16 BLOCK 3 SUBDIVISION EARLETON SHORES ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE OF THE PUBLIC RECORDS OF MIAMI —DADF COUNTY, FLORIDA. ZONING, ZONED STREET LINES, SETBACK, UNDERGROUND EASEMENT AND RIGHT OF WAY, ETC. FROM ABSTRACT TO BE VERIFIED AND /OR OBTAINED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION. BASIS OF BEARING SYSTEM WHEN SHOWN REFER TO' SCALE 1' =20' TYPE OF SURVEY BOUNDARY NE 9Bti S 1 my y 1 111,35, L rpop co E O V 108.57' 75.00' 9 i° 0 'C /�/� - f-5.O0L — 75.00' 8 `A 0 y� /�/� � —75.00= — 75.00' 7 u7 0 r — 5. -Lis— — 75.00' 6 t° 0 -7� /�/� r — !-5.00— — [nCgO 1 108.57' 75.00' 4 � o s- - — F5.O0— — 11 ' . 0 r 136.60' 12 `°. 0 75.00' 13 'r? 0 75.00' 14 Ln 0 75.00' • /a 108.57' 1 108.57' � 17 0D o 75.00' FLOOD ZONE INFORMATION 1 NE 97th ST LOCATION SKETCH SCALE 11= 100' COMMUNITY NUMBER 120658 PANEL NUMBER 306 SUFFIX L DATE OF FIRM 09/11/09 FIRM ZONE AE BASE FLOOD ELEVATION 8 ABBREVIATIONS & LEGEND ''H-' BASIS OF PAD BLVD PERILEVAR BHA DENCH NARY CA CURVE WASATC H DASDs .GARB AND GUTTER � CIPOEND NEi CIRCACIRCLE BEARING a�LEAR C/LACENTERLDE CLFACNAII LINK FDA CENCACCINCRETE CSTE SLAB CDHt•M vaLL rat .ADINETER ms 11,4111) NAINIENMCE E ELVAELEVATIMI ESSIDCASDENT EPPaq.ECTRIC PAD F•FO ND FNNFODID DRILL HOB FFEI FLOOR EIEVATDBI MA IE HYDRANT F ION PIPE FN#ODO HMI. ilONiO ND NAIL ND= FRAMED RE-DAR FRAWRAIE FT HVY.HI5 VAY LEEW9VEST FLOUR ELEVATOR+, uM FTh D DRILL HOLE FFE FDeSN FLOOR ELEVATION FHWIiE HYDRANT FIIhFOIND IAN PIPE FRAMING NAL FICAFO ND NAL &DISC F i.F RE-B R DIST.DISTNICE FRMFRA E TWEET IMOIGHT AY° LFE—.LDWEST FLOBI EHEVAT�I Lt.P9.NE MSLNEAN SEA LEVEL ICASAIWASURED NDONIEILVENT NLIENT LANE N44ETAL SHED N4OLTN NGVD•WRTI AL f ATtN C VERTICAL DATIDI KIONLINDER MOM RADIAL NTSYiOT TO SCALE O F CIAL RECORD IOW O V▪ VOVEREAD VOSs PARDO PAVNM1PAVDENr PIAPLAT DOD! PC•PNVT N CURVATURE PCC•PIDNr OF COMM CURVE P�At£ PKVYAPAR'RVAY PL.PLACE P/LRTY LINE PLA=PLNNTER POB�YN= OF SEGINKI W POC.PWN OF COMMENT PRYAPERNANENT REFERENCE NE NRENT 1 MAPPER SURVEYOR R.RADIDS RMPADIAL RONmAD RED AYES VAY WORN SNIT NAIL SPEPED PORCH STY•STOY SVKASIDEVML.K T *TNiG T TVPATOWNSIOP MAMMAL UEAUTI ITY EASEMENT V=VI TY POLE VFNI® FENCE VKmVATER NET VFAVI E FENCE D ITRAL ANGLE HDHAIN LDK FENCE -ELF = =cc V FENCE-VF OIXAEKISTING 4-4-1-1/4RON WOK ELEVATION FE FENCE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF FLORIDA LICENCED SURVEYOR AND MAPPER Examination of the abstract of title will have to be made to determine recorded instruments, any affecting the property. Location and identification of utilities on and /or adjacent to property were not secured as such information was not requested. Ownership is subject opinion of title. Underground foundation and utilities not located. The survey depicted here is not covered by professional Iiability insurance. 1 1 JOSE A DIAZ PROFESSIONAL SURVEYOR AND MAPPER CERTIFICATE NUMBER LS 2798 i to PSM NO. 2798 .JOSE A. DIAZ DATE' DATE' DATE' DATE' 11865 SW 26 ST. BUILDING I, SUITE 14 MIAMI, FLORIDA 33175 PH. 305 -227 -7432 STATE OF FLORIDA DATE OF FIELD SURVEY! 06/18/2010 FOR! STEPHAN A. MARINO ORDER NO, 30 -17055 DRAWING' L.R.M. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP -99076 Permit Number: RC -11 -08 -1921 1 Inspection Date: November 17, 2010 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Addition Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Phone: (561)319 -6883 Building Department Comments INTERIOR RENOVATION AND SECOND FLOOR ADDITION Passed // Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 17, 2010 Page 1 of 1 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 Miami, FL 33165 -0213 Tel. (305)552 -0141 / 1 -800 782 -9284 FAX (305) 227 -1797 Web Page: www.alflexexterminators.com / Email: alflex @bellsouth.net . CONFIRMATION OF COMPLETION OF NATIVE SUBTERRANEAN TERMITE PRETREATMENT AND CERTIFICATE OF COMPLIANCE Purchaser : NU SPACE DESIGN Address 17100 COLLINS AVE # 212/SUNNY ILSE BEA Phone (305) 945 -3919 Address of Treated Premises : NEW .CONSTRUCTION Lot- 0 Block- 0 1249 NE 97 ST/ MIAMI, FL Number of Structure(s) to be treated : ONE Product Used : Square Footage : 730 Gallons Used : 73 I MAXX PRO Linear Footage : 108 Gallons Used : 43 IMIDACLOPRID Permit #: ( 0.05 Date Initial Treatment : 4/15/2009 8:30 AM Date of Completion : 10/18/2010 7:00 AM Technician : CASIMIRO Al -Flex Exterminators hereby confirms that the structures described above have received a complete treatment for the prevention of NATIVE SUBTERRANEAN TERMITE infestation. Treatment has been made in accordance with the rules and laws as establishedby the Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Al-Flex's limited warranty is presently in full force and effect. (WARRANTY EXCLUDES FORMOSAN & ASIAN TERMITES) AI- Flex-Exterminators, Inc. by President Dated: 10/15/2010 Corporate Seal: This is not valid without a Company Seal Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 153487 Permit Number: RC -11 -08 -1921 1 Inspection Date: November 17, 2010 Inspector: Hernandez, Rafael Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Addition Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Phone: (561)319 -6883 Building Department Comments INTERIOR RENOVATION AND SECOND FLOOR ADDITION Passe£i�'U / Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 17, 2010 Page 1 of 1 Permit Number: RC -11 -08 -1921 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NS P- 153490 Inspection Date: November 17, 2010 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: Soil Compaction Letter Work Classification: Addition Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Phone: (561)319 -6883 Building Department Comments INTERIOR RENOVATION AND SECOND FLOOR ADDITION Passed Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 17, 2010 Page 1 of 1 • DYNATECH PROCTOR COMPACTION TEST DATE: 4 -16 -09 CLIENT: NUSPACE, INC. PROJECT: Addition @ ADDRESS: 1249 NE 97th Street, Miami Shores, FL. CONTRACTOR: Nuspace, Inc. ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 MATERIAL DESCRIPTION: Gray sand w /rock SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 101b. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY 4.1 6.8 12.0 104.7 108.5 106.6 Optimum Moisture 8.7 Percent 100% Maximum Dry Density 109.6 lbs. /cu.ft. % Passing 3/4" Sieve 94 Percent 111 109 107 105 103 ````��,� 11I II/ //���',,101 Sampled By: JA �� tr;- �/ Tested By: JA Ay- 9 � %,, / � Checked By: �A - ea T , p] 664 a ; 6 As a mutual protection to clients, the public and ourselves, �LreWoCts -5��� of :' are submitted as the confidential property of clients, and autlt D�i�' (�� for use, publication of statements, conclusions or extracts from^6t ��L- �0, �� our reports is reserved pending our written approval. ® ® ®�, S'$' DN; \�` ® 6 8 10 12 14 % MOISTURE Respectively submitted, Wissam:'aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y DYNATECH DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS 4 -16 -09 NUSPACE, INC. Addition @ 1249 NE 97th Street, Miami Shores, FL. Nuspace, Inc. Test No. 1 Location: East side of east pad underslab Test No. 2 Location: West side of east pad underslab Test No. 3 Location: North side of west pad underslab Test No. 4 Location: South side of west pad underslab Test No. Location: Description of Material: Gray sand w /rock TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 108.1 107.1 109.1 108.3 MOISTURE CONTENT % 9.5 10.3 8.7 9.0 MAX. DENSITY IN THE FIELD % 98,6 98.2 99.5 98.8 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 109.6 109.6 109.6 109.6 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE Sampled By: JA Tested By: JA Checked By: JA TEST RESULTS COMPLY WITH SPECIFICATIONS ® ®� ®` Idl l 111// 440 Re. • - u ly submitted, ���syee °av� � 4 , 9 �issam aamani, P.E. ® �' ' n °� W rilitINATECH ENGINEERING CORP. 0k e z Srida Reg. No. 39584 *A density test determines the degree of compaction ' ,'§ted layer of 4 • laf ,.n no way shall a density test replace a soil bearing capacity determination. a mutual protection to the clients, the public and ourse vas, - »iP ordsgli a confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reseyr 408#10140' POI approval. As / "lIII11111`x' r . T r DYNATECH DATE: CLIENT: PROJECT: ADDRESS: PROCTOR COMPACTION TEST 4 -16 -09 NUSPACE, INC. Addition @ 1249 NE 97th Street, Miami Shores, FL. CONTRACTOR: Nuspace, Inc. MATERIAL DESCRIPTION: SAMPLED BY: JA ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 Gray sand w /rock TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE 4.1 6.8 12.0 Optimum Moisture 8.7 DRY DENSITY 104.7 108.5 106.6 100% Maximum Dry Density 109.6 % Passing 3/4" Sieve 94 Sampled By: JA Tested By: JA Checked By: a Percent lbs. /cu.f. Percent # 0111111/1/4 r„,oce so • No. 395 r * W a s1Pa of 2 • ®ot•' • v RLORt9p%�• As a mutual protection to clients, the public and ourselves! , N M are submitted as the confidential property of clients, and auth •'r ` < trill 1,01% for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 111 109 107 105 103 101 6 8 10 12 14 % MOISTURE Respectively submitted, Wissam ,Xaamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. DATE: CLIENT: PROJECT: ADDRESS: CONTRACTOR: 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS 4 -16 -09 NUSPACE, INC. Addition @ 1249 NE 97th Street, Miami Shores, FL. Nuspace, Inc. Test No. 1 Location: Test No. 2 Location: Test No. 3 Location: Test No. 4 Location: Test No. Location: Description of Material: East side of east pad underslab West side of east pad underslab North side of west pad underslab South side of west pad underslab Gray sand w /rock TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 108.1 107.1 109.1 108.3 MOISTURE CONTENT % 9.5 10.3 8.7 9.0 MAX. DENSITY IN THE FIELD % 98.6 98.2 99.5 98.8 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 109.6 , 109.6 109.6 109.6 OPTIMUM MOISTURE ( %) P P P r P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST I vIPLY WITH SPECIFICATIONS ly submitted, u'/..Cs • w• Sampled By: JA Tested By: JA Checked By: JA ® s E a No. 39584 ®; 2 * e * a Wissam aamani, P.E. .® STATE �F e w DYNATECH ENGINEERING CORP. ®�� .. ' Florida Reg. No. 39584 *A density test determines the degree of compact�g3tea t 1 onl p y. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the ublic and our �R11 g "tted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is FisEneftleirilthWour written approval. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 153491 Permit Number: RC -11 -08 -1921 1 Inspection Date: November 17, 2010 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: Final PE Certification Work Classification: Addition Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Phone: (561)319 -6883 Building Department Comments INTERIOR RENOVATION AND SECOND FLOOR ADDITION Passe�� Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 November 17, 2010 Page 1 of 1 KENDALL J. FLEMING, MA ARCHITECTURE INTERIOR DESIGN PLANNING 14601 Balgowan Rd. #102 -2 Miami Lakes, FL 33016 • voice 305- 821 -7849 • fax 305- 825 -6217 • kendallfleming @comcast.net May 12, 2009 To: Miami Shores Village Building Department 10050 N.E. 2nd Avenue, Miami Shores, FL 33138 RE: Marino Residence Addition 1249 N.E. 97th Street, Miami Shores, FL 33138 [Permit No. rx, tt -a8- Dear Building Official: I have been retained to perform special inspector services under the Florida Building Code, and approve the required inspections. I am a registered architect licensed in the State of Florida. I have inspected the masonry work performed to date, including but not limited to the columns, fill cells, tie beams, stem walls, reinforcement, concrete pour, steel connections, etc., and found to the best of my knowledge to be in compliance with the Building Code. hereby attest that to the best of my knowledge, belief and professional judgment, the above special inspections on the project are performed in compliance with approved plans. This work performed is covered by the above referenced permit and has been approved in accordance with the approved plans and the provisions of all applicable laws and technical codes. I also attest that all construction deviations from the original permit application and all necessary shop drawings have been filed with the Building Department in the form of permit revisions and in compliance with all the provisions of the law. This document is being prepared in accordance with F.B.C. and is being submitted to the Miami Shores Village Building Department at the time of the partial inspection for the above referenced permit. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerel Kendall J. Fleming, A.I.A., NCARB #AR16524 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 153709 Permit Number: RC -11 -08 -1921 1 Inspection Date: May 09, 2011 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Phone: (561)319 -6883 Building Department Comments INTERIOR RENOVATION AND SECOND FLOOR ADDITION Passed pr�� Inspector Comments CREATED AS REINSPECTION FOR INSP- 153485. Insulation certificate does not match plans or energy calculations. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until For Inspections please call: (305)762 -4949 May 09, 2011 Page 1 of 1 Nu Space design +build October 22nd, 2010 Village of Miami Shores Building Department 10050 N.E. 2nd Ave, Miami Shores, FL 33166 RE: Insulation Installation Certification at 1249 N.E. 97th Street, Miami Shores, Florida. Permit # 08-1921 Dear Sirs, The purpose of this letter is to certify that on the above referenced residence rigid insulation R-5 was installed on all the perimeter exterior walls between the interior side of the block and the drywall finish. R -30 insulation was installed under all new roof surfaces. Insulation at the above referenced project has been done in accordance to good construction practices and following the correspondent approved construction plans. 17100 Collins Avenue • Suite 212 • Sunny Isles Beach • Florida 33160 ph: 305 945 3919 • fax: 305 945 3929 • www.nuspacedb.com Permit Number: RC -11 -08 -1921 J a Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 153709 Inspection Date: May 09, 2011 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Addition Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Phone: (561)319 -6883 Building Department Comments INTERIOR RENOVATION AND SECOND FLOOR ADDITION Passed , Inspector Comments CREATED AS REINSPECTION FOR INSP- 153485. Insulation certificate does not match plans or energy calculations. NB Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 09, 2011 For Inspections please call: (305)762-4949 Page 1 of 1 October 22nd, 2010 Village of Miami Shores Building Department 10050 N.E. 2nd Ave, Miami Shores, FL 33166 °r-i CAB' j MAY O 6 2011 1 a Y: .. ..................... -R2-1 RE: Insulation Installation Certification at 1249 N.E. 97th Street, Miami Shores, Florida. Permit # 08 -1921 Dear Sirs, The purpose of this letter is to certify that on the above referenced residence rigid insulation R -5 was installed on all the perimeter exterior walls between the interior side of the block and the drywall finish. R -30 insulation was installed under all new roof surfaces. Insulation at the above referenced project has been done in accordance to good construction practices and following the correspondent approved construction plans. 17100 Collins Avenue • Suite 212 • Sunny Isles Beach • Florida 33160 ph: 305 945 3919 • fax: 305 945 3929 • www.nuspacedb.com NOTICE OF COMMENCEMENT A RECORDED COPY M.Sr BE POSTED ON THE JOB SITE AT TIME OF FIRST N±WIW PERMIT NO. Pt. '- ' O 'gg /TAX FOLIO NO. ( / -32Or- 0 /Q. 0y/0 STATE OF FLORIDA: COUNTY CF MIAMI -DADS 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: 0 �•V 0 w 11111111111111111 1111111111111111111111111111 CFN 2009R101781.32 OR Bk 26783 Ps 0236; Ups) RECORDED 03/11 /2009 12:22:45 HARVEY RUVIN, CLERK OF COURT NIAi1I -DARE COUNTYP FLORIDA LAST PAGE RECEIVED MAR 1 1 iedt9 03 2. Description of improvement: ( iZ ? 4O El_- r�. A t\ 110&) (271 S'f 3. Owner(s) name and address: ST� FIR-E./kJ MA-R2 &J O N1-19 /∎) 9 °4-e' /many 5 rip res Interest in property: p _gS Name and address of fee simple titleholder. 1 4 0% t)L • 9 7& St 7 /�/► ihm) S+O R -S FFLO -1SaA- 4. Contractor's name and address: NU S / %K%G 212 S w S -FL -3-3/6 5. Surety: (Payment bond required by owner from contrSTAT�'f LhRIDA, C Name and address: REBY CERTIFY the Amount of bond $ N 14 6. Lender's name and address: origin HARVEY RUVIN, 7. Persons within the state of Florida designated by 0 ' pon provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 1 or other documen may be served as 8. In addition to himself, Owners designates the following person(s) to receive a copy of the IJenor'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 differe d = to is specified) Sigri ='i! of Owner Print Owner's Name ST ileid M 14-P-nu O Sworn to and subscribed before me thi_ 3 day of /0 Notary Publi Print Notary's Name My commission expires. 113_01-38 8104 PAGE3 Prepared by 141/47t0 Ru/)114 -A D 20 i/Spe.41z.. � Illoo Coot, as Aye talc Address. n i ;Commission #DDS68163 %.,,�:..•.•' Expires: JUNE 26, 2010 BONDED TBRII ATLANTIC BONDINGCO.s3NC. Nu Space design +build Permit Number: 08 -1921 Job Name: Marino Residence Building Department Critique Structural 1. Sec. 6 SH A -7: Knee wall to be "Paper- Baked" metal lath & 3/4" stucco over..." cox plywood etc. Same note applies to all sim details Response: Please see updated sec 6/A -7. Stucco is now specified. 2. Beam B -10 to be poured corn. W/4 #5 & 3 straps'. Response: B -10 beam reinforcing has been changed to 4# 5's and straps. See updated beam schedule on sheet A -6. 3. How is access gained to A/C encl. with sheathing all around? Secs.6 & 7/A -3,2. Response: There's no need to access this space, the enclosure is encapsulating an existing air conditioning duct that needs no access. Please see picture of that condition below 17100 Collins Avenue • Suite 212 • Sunny Isles Beach • Florida 33160 ph: 305 945 3919 • fax: 305 945 3929 • www.nuspacedb.com Nu Space design +build A/c duct to be enclosed with frame. 4. On Sec. 4/A -7, how will roofing be applied with limited clearance shown? Pull back top level joint or provide flashing, or both. Response: Please see updated section 4/A -7, the roof does not come under the new roof, there's a flashing provided at the fascia. 17100 Collins Avenue • Suite 212 • Sunny Isles Beach • Florida 33160 ph: 305 945 3919 • fax: 305 945 3929 • www.nuspacedb.com Nu Space design + build Permit Number: 08 -1921 Job Name: Marino Residence Building Department Critique Structural 1. Sec. 6 SH A -7: Knee wall to be "Paper- Baked" metal lath & 3/4" stucco over..." cox plywood etc. Same note applies to all sim details Response: Please see updated sec 6/A -7. Stucco is now specified. 2. Beam B -10 to be poured corn. W/4 #5 & 3 straps'. Response: B -10 beam reinforcing has been changed to 4# 5's and straps. See updated beam schedule on sheet A -6. 3. How is access gained to A/C encl. with sheathing all around? Secs.6 & 7/A -3,2. Response: There's no need to access this space, the enclosure is encapsulating an existing air conditioning duct that needs no access. Please see picture of that condition below 17100 Collins Avenue • Suite 212 • Sunny Isles Beach • Florida 33160 ph: 305 945 3919 • fax: 305 945 3929 • www.nuspacedb.com Nu Space design +build A/c duct to be enclosed with frame. 4. On Sec. 4/A -7, how will roofing be applied with limited clearance shown? Pull back top level joint or provide flashing, or both. Response: Please see updated section 4/A -7, the roof does not come under the new roof, there's a flashing provided at the fascia. 17100 Collins Avenue • Suite 212 • Sunny Isles Beach • Florida 33160 ph: 305 945 3919 • fax: 305 945 3929 • www.nuspacedb.com Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (306)795 -2204 Fax: (305)756 -8972 Inspection Date: May 13, 2009 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Addition Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Building Department Comments May 13, 2009 Page 1 of 1 / g3 S %3fir Passed s ro. p I Inspector Comments I; -- E Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until May 13, 2009 Page 1 of 1 F.I.P. 1/2' 0 (no 000 0.48' 0 5' U.E SPOT SURVEY. SCALE. ' 1' =20' %2i1 1 .5 0 0 F.I.P. 1/2' 0 (no 000 LL LLLLL LLLL LL LL L L L LLL LLLLLL LLLLLLL LLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLII - _ L L LLLLLL'7it tr.LLL L_LLLLCI7C.LLL LL LLLLL LLLL LL '-L ._LL LLL LLLL L =� LLL LLLLLLLLLL LLLLL L L LLLL LLLLLLLLLLLL AP- PROVED , RES: #1249 SING 6EP EI NE 97th ST. . MIAMI, FL 331. ,: °' lass' WILEY= 9.01' CT TO COMPLIAN N- 11.60' 'S CT TO COMPLIANCE ``�-HH� ApLL�LEEt�a in CLNJY RULNS AND P il P • • • • •• • • •• • • • • ••• •• • • • • • ••• • • • • • LP. 1/2' 0 • ( .LP. 1/2' 0 no A - ARC AVE. - AVENUE BLDG.- BUILDING BM.- BENCHMARK C.- CURVE C.B.- CATCH BASIN C.B.S - CONCCRETE BLOCK STRUCTURE CH. - CHORD CHB.- CHORD BEARING a.- CLEAR CA - CENTER UNE CONC.- CONCRETE CT.- COURT DALE - DRAINAGE AND MAINTENANCE EASEMENT. E.- EAST ENC. -. ENCROACH ESMT.- EASEMENT F.D.H - FOUND DRILL HOLE FF.E- FINISHED FLOOR ELEVATION FJ.P- FOUND IRON PIPE m - DIAMETER • ELEV.- ELEVATION F.N.- FOUND NAIL F.N.D.- FOUND NAIL & DISC. FT.- FEET. LN.- LANE. MEAS.- MEASURE. M/L- MONUMENT LINE MIS.- METAL SHED. N.- NORTH. Na- NUMBER. O.R.B. - OFFICIAL RECORDS BOOK. O.V.H.- OVERHANG_ O.W.- OVERHEAD WIRES P.B. - PLAT BOOK. P.C.- POINT OF CURVATURE. P.O.B.- POINT OF BEGINNING. P.0.C.- POINT OF COMPOUND CURVE. P.G.- PAGE. PKWY.- PARKWAY PL- PLACE P.C.P. - PERMANENT CONTROL PONT. P.O.C.- POINT OF COMMENCEMENT. P.R.M.- PERMANENT REFERENCED MONUMENT. R.- RADIUS. RAD.- RADIAL RD.- ROAD. REC.- RECORD. RES.- RESIDENCE. RGE.- RANGE. R /W_ RIGHT OF WAY. S.-SOUTH. SEC.- SECTION. S.I.P. - SET IRON PIPE. S.N.D. - SET NAIL & DISC. SINK.- SIDEWALK T.- - TANGENT. TERR.- TERRACE. TWP.- TOWNSHIP. U.E.- UTILITY EASEMENT. W.- WEST. dV! /F.- WOOD FENCE — CENTRAL ANGLE. LOCATION - SKETCH SCALE: 1' =150' LEGAL DESCRIPTION LOT 15 AND WEST 1/2 LOT 16 ® -`" BL 3 SUBDIVISION EARLENTON SHORES ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOO -�. OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. BENCH MARK USED LOCATOR NAME 3250 8 B- 82 ELEVATION 8.85 NE 98 ST --- 88' NORTH OF C/L NE 10 AVE - -- 23,5' WEFT OF C/L 70.7' NR OF CENTER OF INTERSECTION BUSS BAR IN CONC MON. N.G V.D 1929 ADDRESS: 1249 NE 97th ST. MIAMI, FL. 33138 FOLIO: 11- 3205- 009 -0410 'FLOOD ZONE: AE COMMUNITY No. 120652 PANEL: 093 SUFFIX: ,,L DATE OF FIRM: 7/17/95 BASE ROOM A(Il, NOTICE: * EXAMINATION OF THE ABSTRACT OF TITLE HAS TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THE PROPERTY, LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE - PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. * OWNERSHIP fS SUBJECT TO OPINION OF TITLE. UNDERGROUND FOUNDATION AND UTILITIES NOT LOCATED * THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITLES NAMED HEREON AND THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. * ZONING, ZONED STREET LINES, SETBACK, UNDERGROUND EASEMENT AND RIGHT OF WAY, ETC. FROM ABSTRACT TO BE VERIFIED AND /OR OBTAINED BY OWNER, ARCHITECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION. * THE SURVEY DEPICTED HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. FOR: STEPHAN A. MARINO ORDER No.: 0904 -41 DATE OF FIELD SURVEY: 04-24 -2009 DRAWN BY: JMR JOSE A. DIAZ PROFESSIONAL SURVEYOR AND MAPPER No.2798 11885 SW 28th ST, SUFFE- 14, IQAMK. FL 33175 NOT VALID UNLESS SIGNED & EMBOSSED SEAL. 1'KtY1W5 KEF.: • g ORDER No DALE DRA*I BY 0904 -41 04/30/09 JAR 1 CARIBBEAN LAND SURVEYORS, INC. 11865 SW 26th ST. BLDG. I, SLIDE 13, MIAMI, FL 331-75 TELEPHONE:. (305) 227 -6967 FAX: (305) 227-7142 E —MAIL: CARIBBEANoCaribbeanLandSurveyorslnc .com Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami ShorFS-, F Phone: (305)795 -2204 Fax: (305)756 - 8972, Inspection Number: INSP -1 15989 Per Scheduled Inspection Date: June 12, 2009 Inspector. Rodriguez, Jorge Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Terrace Miami Shores, FL 33138- Project <NONE> Contractor: ENVIROTECH ROOFING & CONSTRUCTION INC t Number: RF -2 -09 -148 Permit Type: Roof Inspection Type: Final Work Classification: Flat ___P_hone,Number 305 - 812 -0629 -- Parcel Number 1132050090410 Building Department Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 115511. CREATED AS REINSPECTION FOR INSP - 105400. SECRETARY ALEJANDRA GAVE THE WRONG PERMIT #. 6/2/09 June 11, 2009 Page 13 of 16 INSPECTION RECO L= Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 INSPECTION REQUESTS: (305)795 -2204 REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30, M FOA HE FOLLOWING BUSINESS DAY. POST ON SITE Permit NO RC -11 -08 -1921 Permit' Type: Residential Construction ;ificatiion: Addition Issue Date: 3/4/2009 Residential Construction Owner's Name: STEPHEN MARINO Job Address: 1249 97 Terrace NE Miami Shores FL 33138 - :: Bond Number: 1825 Contractor(s) Phone NU SPACE INC Expires: 08/31/2009 Parcel #:1132050090410 Primary Contractor Yes Owner's Phone: Total Square Feet: Total Job Valuation: 305 - 812 -0629 271 $ 82,000.00 f3,:"A. raM y.G�//&+z,i /yv MMM W,;`MMESqM,,i. . ,.?.'r?_:. V ..x ;Mk ,c: WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM - 6:OOPM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PER;. I I CA le DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO Et`"3URE r WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE _?ABLE -OR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL WARNING TO OWNER: `' \ FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RES'JCI IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTI ` 3 OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SI ''F BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINAACIQt 3, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD INSPECTION Foundation/' Stemwall INSPECTION Zoning Final ZONING ATE INSP ZONING COMMENTS Columns 1st Lift) Columns (2nd Lift) Tie zeam afters eathin Bucks Interior Framing Insulation Ceilin^Ghd Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Drivewa Base Tin Cap INSPECTION Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Under round Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains HRS Final Roof in Pro ress Mo. in Pro.ress4b.j Final Roof Shutters Attachment Final Shutters Rais and Guardrails ADA corn Hance FINAL Rough PLUMBING C Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough ntercom Final Alarm Roush Alarm Final DOCUMENTS — ' - - Soil ��|BoahngCod Soil Treatment Cert Floor Elevation Sumo Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Surve Truss Certification Fire Alarm Final Service Work With ��. 4k- 44' � Ventilation Rough Hood Rough Pressure Tes Final Hood Final Ventilation Final Pool Heater STRUCTURAL COMMENTS Final Vacuum MECHANICAL COMMENTS INSPECTION Final Sprinkler Final Alarm F.I.P. 1/2" 0 (no cap) n 0.48' 0.48' MAP OF BOUNDARY SURVEY 0 0, 0 SCALE: 1"=20' 5' U.E 112.50'(R) 112.56'(M) 0 0 go. 0 0 0 0 .-1 re 20.07' • 3.0 Co‘. A/C 4 7711 1.12' 19.30 L L11LE_ L LLLL LL LL ':8, L L ; o^ LL -R , v LLB + co LL w LL 8 9.6 .-7 13.92' F.I.P. 1/2" 0 (no cap) tit, 15.10' o) on 18.89' 5' U.E jr tttt 0 LLLLLUL(LLLLLLIr5 .22'_LLLLLLLLL.LLL. LLLLLLJLLLLLLLLL_LLLLLLLLInii_LL LLLL LLLLL_L_LL LL POOL LLLL w0 35.75' .LLL .LLI� L LI- LLloo 17.10' 22.90' ONE STORY CBS RES: #1249 NE 97th ST. MIAMI, FL. 33138 F.F.ELEV= 9.01' 11.60' L f 19.73' LLL LLL4, LLLP LL LLLb, ao LLLLLLLLLP L LLL_.L_I_L-L_LLLL _LLLLLLLLLLLLL _LLLLLLLLLLLLL :, _LLLLLLPLE.LLLLL N ^LLLLLLLLLLLLL LLLLLLLLLLLL 1 LLLL LLLLL1.2 LLLLLLL1 IIII11° '(R) 112.56'(M 0 8.80 0, 26.32 0 6.60 21.05' 8.75 F.I.P. 1/2" 0 (Tm Cop) Y } 0.21' 10.33' 1 C.B.S./ WALL 990 oo� Rte, ._ .— 0.21' 0 0 F.I.P. 1/2" 0 (no cap) J A - ARC AVE. - /AVENUE BLDG.- BUILDING BM.- BENCHMARK C.- CURVE C.B.- CATCH BASIN C.B.S - CONCCRETE BLOCK STRUCTURE. CH. - CHORD CHB.- CHORD BEARING CL- CLEAR C/L - CENTER LINE CONC.- CONCRE1E CT- COURT D.M.E - DRAINAGE AND MAIN TENA.NCE EASEMENT. E - EAST ENC.- ENCROACH ESM T. - EASEMENT F.D.H - FOUND DRILL HOLE F. E.E- FINISHED FLOOR ELEVATION F.LP- FOUND IRON PIPE 0 - DIAMETER ELEV.- ELEVATION F.N.- FOUND NAIL F.N.D.- FOUND NAIL & DISC. FT- FEET_ LN. - LANE. MEAS.- MEASURE. M /L.- MONUMENT LINE. M /S.- METAL SHED. N.- NORTH_ No.- NUMBER. 0. R.B.- OFFICIAL RECORDS BOOK. ZONNING ZONED STREET LINES, SETBACK, UNDERGROUND EASEMENT AND RIGHT OF WAY, ETC. FROM ABSTRACT TO BE VERIFIED AND /OR OBTAINED BY OWNER, ARCHIRECT OR BUILDER BEFORE DESIGN OR CONSTRUCTION. 0.V.H.- OVERHANG. 0.W.- OVERHEAD WIRES. S. PLAT BOOK. P.C.- POINT OF CURVATURE. P.O.B.- POINT OF BEGINNING. P.O.C.- POINT OF COMPOUND CURVE. P.G.- PAGE. PKWY.- PARKWAY. PL.- PLACE. P.C.P.- PERMANENT CONTROL POINT. P.O.C.- POINT OF COMMENCEMENT. P.R.M. - PERMANENT REFERENCED MONUMENT. R.- RADIUS. RAD.- RADIAL. RD.- ROAD. REC.- RECORD. RES.- RESIDENCE. RGE.- RANGE. R /W.- RIGHT OF WAY. S.- SOUTH. SEC.- SECTION. S.I.P. - SET IRON PIPE. S.N.D.- SET NAIL & DISC. SWK.- SIDEWALK T.- TANGENT. TEMP..- TERRACE. TWP.- TOWNSHIP. U.E.- UTILITY EASEMENT. W.- WEST. Y /F.- WOOD FENCE. - CENTRAL ANGLE. THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITLES NAMED HEREON AND THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. LOCA1IO1. SKETCH LEGAL DESCRIPTION LOT 15 AND WEST 1/2 LOT 16 SUBDIVISION EARLENTON SHORES ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43 AT PAGE 80 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. SCAT 1100' BLOCK 3 BENCH MARK USED: LOCATOR NAME ELEVATION 3250 S B— 62 8.65 NE 96 ST - -- 66' NORTH OF C/L NE 10 AVE - -- 23.5' WEST OF C/L 70.7' NW OF CENTER OF INTERSECTION BRASS BAR IN CONC MON. N.G.V.D 1929 / 37.5' 37.5' . b NE 98th ST. 87.20' 75.00' 10 5i 9 111.86'__J I___ 75.00' 8 75.00' 7 -- 75.00' 6 _ 75.00' 5 —_ 75.00' 4 _ - 1 - - --I 11 I --I , .e!' P- 12 .11' IV 14 !, !' /15 / !t1' /, "7 • •• 1• ADDRESS: 1249 NE 97th F. FOLIO: 11- 3205 -009 -0410 MIAMI, FL. 33138 NE 97th ST. FLOOD ZONE: AE COMMUNITY No. 120652 PANEL: 093 SUFFIX: _,!_ DATE OF FIRM: 7/17/95 BASE FLOOD: B.00' EXAMINATION OF THE ABSTRACT OF TITLE HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY AFFECTING THE PROPERTY. LOCATION AND IDENTIFICATION OF UTILITIES ON AND /OR ADJACENT TO THE PROPERTY WERE NOT SECURED AS SUCH INFORMATION WAS NOT REQUESTED. OWNERSHIP IS SUBJECT TO 0rNION OF TITLE. UNDERGROUND FOUNDATION AND UTILITIES NOT LOCATED. FOR: STEPHAN A. MARINO ORDER No.: 0805 -49 DATE OF FIELD SURVEY: 06 /02/2008 DRAWN BY: C.S.P. LAWRENCE ` , " OWER PROFESSIONAL SURVEYOR AND MAPPER No.5506 STATE OF FLORIDA 436 21st ST. # 218 MIAMI BEACH, FL. 33139 PH.(9544.290_9674 _ NOT VALID UNLESS SIGNED & EMBOSSED SEAL. PREVIOUS REF.: o z 0 (n w et ORDER No DATE DRAWN BY / CARIBBEAN LAND SURVEYORS, INC. 11865 SW 26th ST. BLDG. I, SUITE 13, MIAMI, FL 33175 TELEPHONE: (305) 227 -6967 FAX: (305) 227 -7142 E —MAIL: CARIBBEAN @CaribbeanLandSurveyorsInc_com 33016 4(5 Miami Shores i e 0 Village �C��` Building W y 2 2 `0 � 09 ng Department 10050 N.E. 2nd Avenue, Miami Shores, Fl 33138 Tel: 305- 795 -2204 * Fax: 305- 756 -8972 �io 0 0 NOTICE TO MIAMI SHORES VILLAGE BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by (name of owner /agent) S7erfiCsd /- 44 -ehtt/ o to perform Special Inspector services under the Florida Building Code at the project (address) /24-9 Ar 9 7 1 , Miami Shores, as of 4.24 • (date). [ am a registered Architect or Professional Engineer licensed in the State PERMIT NUMBER: ,2G *(1-°8 'Special Inspector for Reinforced Unit Masonry, FBC 2122. O pecial Inspector for Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.17.2.4.2 Special Inspector for Steel Connections, FBC 2218.2 ❑ Special Inspector for Soil Compaction, FBC 1820.3.1 s T ❑ Special Inspector for Precast Units & Attachments, FBC t 927 1 ❑ Special Inspector for Pilings, FBC 1822.1.20 ❑ Special Inspector for 0-tat NOTE: Please mark boxes that apply The following individuals(s) employed by this firm or me are authorized to perform 1. , PiORL(.. FLEAC146. A14 2. 3. 4. 1, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are In addition to the mandatory inspections performed by the Building Department. Further, upon completion of the work under each Building Permit, I will submit to the Miami Shores Building Department at the time before the final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Engineer /Archltect Name 4E-41),11-4, .7 • PLeMayat.l iH#1 (Print) Signed nd Sealed / 5'" . c., Date: Phone No. 305.8z1. 79 41 /754.22 4.10 Florida License No: colf-R 0014)524. Miami Shores Village Building Department 10050 N.E. 2"4 Avenue, Miami Shores, 121 33138 Tel; 305.795.2204 • Fax: 305 - 7564972 !IOTXCE TO MIAMI_SHORFS VILLAGE; $UILDING DEPARTMENT Pr EMPLOYMENT AS SPEC/AL INSPE, gr' OR UNDER THE FLORIDA BUILDING CODE t (We) have been retained by (name of ownerIagent) N u space, Inc . to perform Special Inspector services under the Florida Building Code at the project (address) 1249 ' 7t. { , Miami Shores, as of 01 /26 /09 (date), licensed im the State of Florida. BY: I am a registered Architect or Profs PERMIT XI Special Insp ~ or " re nit Masonry, FBC 2122.4 ❑ Special Ins . • r Trusses over 35 Ft. Long or 6 Ft. High, FBC 2319.172.42 ❑ Special Inspecto or Steel Connections, FBC 2218.2 ❑ Special Inspector for Soil Compaction, FBC 1820.3.1 O Special Inspector for Precast Units & Attachments, FBC 1927.12.2 D Special Inspector for Pilings, FBC 1822,1.20 ❑ Special Inspector for NOTE: Please mark boges that aunt The following individuals(s) employed by this firm or me are authorized to perform inspections, 1.jlissam Naamani, P, E 2. 3., 4. 1, (we) understand that a Spiegel Inspector iaspeodon log for each building must bo displayed in a convenient location on the sit* for rhrcaw by the Miami Shores Building Department Insprayor. All mandatory inspections, as required by the Florida Building Code, must be performed by Miami Shores. The building inspections must be called for all mandatory inspections. Inspections performed by thSleaclalbrspecter hired bythe Owner are Jn.zddidon to the mmddetery htspeelieets performed fry the Building Depai nenL Further, upon completion of due work under each Building Permit, I will submit to the Miami Shores Building Department ud the time betbre the final inspection the completed inspmdon log foes and a sealed statement indicating that, to the best of my knowledge, belief and p uvfeaslonal judgmentthose portions of the project outlined above meet the intent of tho w + Building Code and aro to subsmntlal accordance with the approval plans. Signed and S: `ed Date: 01 /26/09 (Print) 750 W,est.84. &m et • • •• . . . • • • b • . Phone No. (30 ) : :•. •• Engineerin P.E. Florida License No: 39584 •• • ••• • • •• • • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • MCrgrcviad 13 v 2009 gy Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA) as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires special attention to help protect life and property in the unfortunate event of a flood. Miami Shores Village Flood Damage Prevention Ordinance requires that the Building Department determine if a structure will be "Substantially Improved" prior to issuing any permits for improvement or repair. "Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: "any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred "substantial damage" regardless of the actual repair work performed." The starting date to determine cumulative costs will be 12 monthsprior to the issuance of any permit under consideration. All future work considered would require appropriate approvals prior to construction. All cumulative costs will be re- evaluated at the time the permits are issued. Q: Why was the 50% figure chosen as the substantial improvement threshold? A: The 50% threshold was chosen as a compromise between the extremes of 1) prohibiting all investment to structure in SFHA and 2) allowing structures to be improved in any fashion without regard to the hazard present. In the first alternative there is potential for causing hardship to those who have located in a SFHA without knowledge of the risk because the structure was constructed prior to the designation of the area as flood prone. These individual could not improve their structures as damage or age contributed to their deterioration. The second altemative provides no mechanism to ensure that increased investment in SFHA will receive needed protection from flood risk, thus contributing to the increased peril of life and property. The threshold is thus a compromise at a halfway point. "Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as follows: " the building value, which is the property value excluding the land value and that of the detached accessory structures and other improvements on site (as agreed to between a willing buyer and seller) as established by what the local real estate market will bear. Market value can be established by an independent certified appraisal (other than a limited or curbside appraisal, or one based on income approach), Actual Cash Value (replacement cost depreciated for age and quality of construction of building), or adjusted tax - assessed values." Note: The "Market Value" does not include the value of the land or other improvements on the property. (ie: pool, gazebo ect.) A "substantially improved" structure in a Flood Zone must be brought into compliance with Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a residential structure must be elevated to or above the level of the 100 -year or base flood and a commercial structure must be effectively "flood proofed" and meet other applicable requirements. These regulations are based upon the Federal Emergency Management Agency (FEMA) requirements and affect your flood insurance costs. Existing residential structures can be "substantially improved" by interior renovations or new additions or other improvements. EXAMPLE: In order to determine whether a proposed construction project would be classified as a substantial improvement, the market value of the building needs to be determined. This value is found on the official tax assessor's card for the property or may be obtained by a licensed property appraiser. That number is then divided by 2 to determine the substantial improvement threshold. Therefore, a home with a market value of $100,000.00 could have no more than $50.000 worth of new construction /renovations and /or repairs before the house would have to be elevated above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps. It is the responsibility of the Building Department staff to ensure that the market value estimates are accurate and the cost estimate reflects the actual costs to fully repair the damage and make any other improvements to the structure. The staff requires that the permit applicant or owner of the building supply the proposed construction cost estimate, or contractor's contract, to make the determination. The staff then uses the latest "Means Square Foot Costs" and "Means Construction Cost Data" books to determine the accuracy of the estimate. These are nationally accepted manuals, which itemize all components involved with construction. The manual provides adjustment rates to handle the varying construction costs throughout the country. Q: What should be included in a contractor's estimate? A: Basically, the only items that are not included in the cost include plans, specifications, surveys and permit fees. All materials that are permanently a part of the structure should be included in the cost estimate. These items include, but are not limited to: windows, doors, hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings, kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot water heaters, heating and air conditioning systems, electrical work and labor. The cost of all materials involved in new construction or replacing and restoring a structure to its pre - damaged condition must be included. Even if volunteer labor or self -labor is used, it must be estimated based on minimum -hour wage scales for the type of construction work that is done. Revision date: May 2008 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) Sr PROPERTY OWNER: S * % 4 j3 /V10 PERMIT # 0 S ' 1 q ADDRESS: l e g q rue 9 7 ' - c a rwl .S w-o r% `cc- 3313° FOLIO NUMBER: (1k3POS' 009 ` 0 41O FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) EAST OF FL.CCCL: MO 125 050. 47 TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): f 2 f 0SO• VALUE OF PRINCIPAL STRUCTURE (att h appraisal): OWNERS SIGNATURE: PLAN REVIEWER: PLAN REVIEWER SIGNATURE: 11 -12 -08 cJ J J i F-4 7s7 DATE: I -30 -09 DATE: SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENTS, INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration ALSO: All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre - damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Furniture, Refrigerator,/ Appliances not Built -in ' Outside Improvements, Including✓ Landscaping • Sidewalks, Patios Fences Yard lights" Sheds • Gazebos' Irrigation Pools i Property Information Map My Home Miami -Dade County, Florida Property Information Map Digital Orthophotography - 2007 0 This map was created on 1/30/2009 3:53:52 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Clods 112 ft Page 1 of 1 MIAMIDADE Summary Details: Folio No.: 11- 3205 -009 -0410 Property: 1249 NE 97 ST Mailing Address: STEPHEN A MARINO JR 1249 NE 97 ST MIAMI SHORES FL 33138 -2559 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,920 Lot Size: 12,263 SQ FT Year Built: 1950 Legal Description: EARLETON SHORES PB 43 -80 LOT 15 & W1/2 LOT 16 BLK 3 LOT SIZE IRREGULAR OR 19201- 2674 07 2000 1 COC 23248 -0198 03 2005 1 Sale Information: Sale O /R: 23248 -0198 Sale Date: 3/2005 Sale Amount: $741,500 Assessment Information: Year: 2008 2008 2007 Land al $25,000 2nd Homestead: $435,360 Building Value: County: $333,73 $333,737 Market Value: $50,000/ $485,265 50 $769,097 $535,265j1$519,675 Assessed Value: C Exemption Information: Year: 2008 2007 Homestead: $25,000 $25,000 2nd Homestead: YES NO Taxable Value Information: Year: 2008 2007 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $485,265 $25,000/ $494,675 County: $50,000/ $485,265 $25,000/ $494,675 City: $50,000/ $485,265 $25,000/ $494,675 School Board: $25,000/ $510,265 $25,000/ $494,675 http: / /gisims2 .miamidade.gov /myhome /printmap .asp ?mapurl = http: / /gisims2 miamidade.go... 1/30/2009 NuSpace Inc 17100 Collins Ave.. Suite 212 Sunny Isles, Florida 133160 305.945.3919 Ph. - 305.945.3929 Fax Information : Stephen Marino 1249 N.E. 97th Street Miami Shores - Florida 33162 Date : 11.21.08 General Reguirements General Contractor permit fees (City, Fire, Derm) - Included Specialties permit fees - Electrical, Mechanical, Plumbing, Fire - Included Permitting and processing fees (City and County) - Included Liability Insurance Security and safety items Demolition Demo existing walls - as per plans Demo all electrical, fixtures and receptacles - as per plans Debris dean up/ dumpsters Demo outdoor terrace areas as per plans Removal of exterior planters, and brick cladding of applicable walls as per plans Removal of pool pump, exiting a/c compressor Removal on exterior existing windows Demolition of interior c.m.u. sill between dining and family room Exterior Construction Site Ieveling,soil compaction, termite treatment and certifications. New slabs 4" concrete Foundation Block and stucco Wood beams and roof reinforcing New flat built up roof, eaves and faclas Gutters and spouts in aluminum Exterior Paint and patches Pavers (800 s.f.) Reconfigure exting driveway Motorized garage door Interior Construction Interior partitions and ceilings Engineering wood flooring 4" wide planks per plans Perimetral 12" wide Wood flooring insert in family room 18 "X 18° Travertine marble floor in master bathroom and shower walls Travertine tumble shower floor Wood baseboards 5" Marble tile baseboards 4" Bathroom accessories (towel racks (2) paper holder, shampoo cubby, soap cubby) Single vanity, includes sink - not faucets Toilet Shower frame -less glass door Shower Panel Dors to match existing (3) Paint finish (paneled) Interior Paint Insulation Specialty Millwork Custom Interior wood cladding at master bedroom entry and around wine storage New shelving unit between living and dining. Light fixtures Wiring and J boxes Switches, outlets, GFI and data Electrical Nu Space design +build MTL / Cost 1 $ 5,600.00 4,410.00] ( $ 50,078.00 27,447.00 1 $ - 3,486.007 $ 14,000,00 4 NuSpace Inc 17100 Collins Ave. - Suite 212 Sunny Isles, Florida 33160 305.9454 91.9 Ph. - $05.945.3929 Fax Information : Stephen Marino 1249 N.E. 97th Street Miami Shores - Florida 133162 Date : 11.21.08 New bathroom per plans Connection to new septic system Relocation of pool pump Second master bath remodeling Bathroom & Plumbing New a/c unit 1.5 tons Flex ducts Grills and return grills Extend supply duct on dining area Mgchanlcal Works Nu Space design -, build MTL / Cost 7,700.00 7,700.00 Aljowances and General Notes _- S 8,429.47 GC to coordinate all trades General cost, on site supervisor Profit and overhead Sub - Total S 128.850.47 I 500/6 Discount Architectural Fees, S 3,800.00 J Total S 125.050.47 I ** Quote has been developed as per plans, structural additions and /or changes may occur after demolition and discovery phase, if needed owner and architect will be presented with the facts, solutions and cost before advancing with any work. 'U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -8. OMB No. 1660-0008 Expires February 28.2009 SECTION A - PROPERTY INFORMATION For Insurance Company Use: At Building Owner's Name STEPHEN A. MARINO 0901 -52 rl A2. Buildin %Street Address (including Apt., Unit, Sufle, and/or Bldg. No.) or P.O. Route and Box No. 1249 NE 97 STREET Policy Number Company NAIC Number City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Blodc Numbers, Tax Parcel Number, Legal Description, etc.) LOT 15 & WEST 1/2 OF LOT 16 , BLOCK 3, PLAT BOOK 43, PAGE 80 OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FL. A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL, A5. Latitude/Longitude: Lat. 25° 51' 54.9 Long. 80° 10' 21.9 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) sq ft b) No. of permanent flood openings in the crawl space or enclosure(s) walls within 1.0 foot above adjacent grade iiL c) Total net area of flood openings in A8.b N/A sq in Horizontal Datum: ® NAD 1927 ❑ NAD 1983 A9. For a building with an attached garage, provide: a) Square footage of attached garage 384 sq ft b) No. of permanent flood openings in the attached garage wails within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b N/A sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number VILLAGE OF MIAMI SHORES 120652 82. County Name MIAMI -DADE B3. State FL 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) 12025C 093 J 7- 17-95 3-2 -94 AE 8.00 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 89. ❑ FIS Profile IN FIRM ❑ Community Determined ❑ Other (Describe) BI1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other ( Descnbe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 ❑Yes No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 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 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. Complete Items C2.a -g below according to the building diagram specified in Item A7. Benchmark Utilized M 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) Attached garage (top of slab) e) 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) t) 9) 9.91 N/A. WA. /fig. Z.0 .3.55 5.68 7.2s Check the measurement used. feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) ® 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. I certify that the information on this Ceti** cate 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. ® Check here if comments are provided on back of form Certfier's Name LAWRENCE E POWERS License Number 5505 Title PROF. MAPPER AND SURVEYOR Company Name CARIBBEAN LAND Address 435 2181 ST l: Signature �' gy City MIAMI BEACH State FL ZIP Code 33139 Date 01128/09 Telephone 305- 227 -6967 FEMA Form 81 -31, February 2006 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. 1249 NE 97Th STREET City MIAMI SHORES State FL ZIP Code 33138 For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) r Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments C2. e) NC 6.66 WEST NC 7.23 EAST C.O.R. 5.50 EAST C.O.R. 6.28 WErTH �... p n Signature '�' �', Date 01/28/09 1/ ❑ 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 E1 -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 ❑ 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. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION 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, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) 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. 01. ❑ 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 Signature Comments Title Telephone Date FEMA Form 81 -31, February 2006 51 Check here if attachments Replaces all previous editions Building Photographs See instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, andlor Bldg. No.) or P.O. Route and Box No. 1249 NE 97T" STREET Policy Number City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix 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. FRONT VIEW REAR VIEW FORM 600A -2004R FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A EnergyGauge® 4.5 Project Name: Address: City, State: Owner: Climate Zone: MARINO RESIDENCE RENOVATION (WHOLE R) Builder. 1249 N.E. 97th STREET Permitting Office: MIAMI SHORES, FL 33138- Permit Number. MARINO'S RESIDENCE Jurisdiction Number. South 232600 1. New construction or existing Addition 2. Single family or multi - family Single family 3. Number of units, if multi - family 1 4. Number of Bedrooms 3 5. Is this a worst case? No 6. Conditioned floor area (ft2) 2687 ft2 7. Glass typel and area (Label read by 13- 104.4.5 if not default) a. U- factor. Description Area (or Single or Double DEFAULT) 7a(Sngle Default) 451.7 ft2 b. SHGC: (or Clear or Tint DEFAULT) 7b. 8. Floor types a. Slab -On -Grade Edge Insulation R 0.0, 275.0(p) ft b. N/A (Clear) 530.4 112 c. N/A 9. Wall types a. Concrete, Int Insul, Exterior b. N/A c. N/A d. N/A e. N/A 10. Ceiling types a. Under Attic b. Under Attic c. N/A 11. Ducts a. Sup: Unc. Ret: Con. AH: Interior b. 2 Others R=5.0, 1500.5 ft2 _ R =30.0, 557.0 ft2 R =19.0, 2130.0 ft2 _ Sup. R5.0, 58.0 ft2 46.0 fl 12. Cooling systems a. Central Unit/Split b. Central Unit c. Central Unit 13. Heating systems a. Electric Strip b. Electric Strip c. Electric Strip Cap: 17.1 kBtu/hr SEER 13.00 _ Cap: 46.2 kBtu/hr _ SEER 13.00 _ Cap: 23.5 kBtu/hr _ SEER 13.00 Cap: 17.0 kBtu/hr _ COP: 1.00 Cap: 34.0 kBtu/hr _ COP: 1.00 34.0 kBtu/hr _ COP: 1.00 b. N/A c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) PT, _ Glass /Floor Area: 0.20 Total as -built points: 30194 Total base points: 31204 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE:����� 1 hereby certify that this building, as designed, isjn-compliance with the Florida Energy Coda. OWNER/AGENT: DATE: 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: Predominant glass type. For actual glass type and areas, see Summer & Winter Glass output on pages 2 &4. Cnnrmarleanna/bl Aharoinn• CI D(`CR i,A �•\ FORM 600A -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details 6 ADDRESS: 1249 N.E. 97th STREET, MIAMI SHORES, FL, 33138- PERMIT #: SASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang I Type /SC Omt Len Hgt Area X SPM X SOF = Points .18 2687.0 30.53 14766.0 1.Single, Clear N 1.0 0.0 12.3 36.46 0.61 270.0 2.Single, Clear NE 6.0 0.0 42.0 55.61 0.46 1071.0 3.Single, Clear W 1.0 0.0 24.5 70.53 0.40 698.0 4.Single, Clear N 1.0 0.0 84.0 36.46 0.61 1856.0 5.Single, Clear N 1.0 0.0 90.0 36.46 0.61 1988.0 6.Single, Clear S 1.0 0.0 24.0 66.93 0.43 687.0 7.Single, Clear S 1.0 0.0 96.0 66.93 0.43 2749.0 8.Single, Clear E 1.0 0.0 8.0 78.71 0.36 227.0 9.Single, Clear W 1.0 0.0 42.0 70.53 0.40 1197.0 10.Singte, Clear N 1.0 0.0 21.3 36.46 0.61 469.0 11.Single, Clear S 1.0 0.0 19.2 66.93 0.43 549.0 12.Single, Clear S 1.0 0.0 24.0 66.93 0.43 687.0 13.Single, Clear W 1.0 0.0 24.0 70.53 0.40 684.0 14.Single, Clear W 1.0 0.0 19.2 70.53 0.40 547.0 As -Built Total: 530.4 13679.0 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 5.0 1500.5 2.00 3001.0 Exterior 1500.5 2.70 4051.4 Base Total: 1500.5 4051.4 As -Built Total: 1500.5 3001.0 I DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 2687.0 2.80 7523.6 1. Under Attic 30.0 557.0 2.77 X 1.00 1542.9 2. Under Attic 19.0 2130.0 3.72 X 1.00 7923.6 Base Total: 2687.0 7523.6 As -Built Total: 2687.0 9466.5 h FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 275.0(p) -20.0 - 5500.0 1. Slab -On -Grade Edge Insulation 0.0 275.0(p -20.00 - 5500.0 Raised 0.0 0.00 0.0 Base Total: - 5500.0 As -Built Total: 275.0 - 5500.0 Cnnrn..nw..wwrs nrA Cw.r., cnfA ')MAO Cns..d2w..w..04CIn13CQ.7MA CI D!•00 ..A FORM 600A -2004R EnergyGauge® 4.5 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: 1249 N.E. 97th STREET, MIAMI SHORES, FL, 33138- PERMIT #: BASE AS -BUILT INFILTRATION Area X BSPM = Points Area X SPM = Points 2687.0 18.79 50488.7 2687.0 18.79 50488.7 v. Summer Base Points: 71329.7 Summer As -Built Points: 71135.2 • Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (System - Points) (DM x DSM x AHU) 71329.7 0.3250 23182.1 (sys 1: Central Unit 1710obtuh , SEER /EFF(13.0) Duds: Unc(S),Unc(R),Gar(AH),R6.0(INS) 71135 0.20 (1.07 x 1.165 x 1.00) 0.260 0.950 4327.0 (sys 2: Central Unit 46200btuh ,SEER/EFF(13.0) Duds: Unc(S),Con(R),Int(AH),R6.0(!NS) 71135 0.53 (1.07 x 1.165 x 0.85) 0.260 0.950 9939.4 (sys 3: Central Unit 23500btuh ,SEER/EFF(13.0) Duds: Unc(S),Con(R),Int(AH),R6.0(INS) 71135 0.27 (1.07 x 1.165 x 0.85) 0.260 0.950 5055.8 71135.2 1.00 1.081 0.260 0.950 18990.4 cn..wn•dans .....TM rir•A Cn.... anon •WU AO Cnn..n.r_wnwNbVCL.DCQ,9rV1A CI Dram ..A G FORM 600A -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 1249 N.E. 97th STREET, MIAMI SHORES, FL, 33138- PERMIT #: BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Overhang Type/SC Omt Len Hgt Area X WPM X WOF = Poin .18 2687.0 3.60 1741.0 1.Single, Clear N 1.0 0.0 12.3 6.03 0.95 70.0 2.Single, Clear NE 6.0 0.0 42.0 5.84 0.97 237.0 3.Single, Clear W 1.0 0.0 24.5 5.49 1.03 138.0 4.Single, Clear N 1.0 0.0 84.0 6.03 0.95 480.0 5.Single, Clear N 1.0 0.0 90.0 6.03 0.95 514.0 6.Single, Clear S 1.0 0.0 24.0 4.49 1.44 155.0 7.SIngle, Clear S 1.0 0.0 96.0 4.49 1.44 622.0 8.Single, Clear E 1.0 0.0 8.0 4.77 1.29 49.0 9.Single, Clear W 1.0 0.0 42.0 5.49 1.03 237.0 10.Single, Clear N 1.0 0.0 21.3 6.03 0.95 121.0 11.Single, Clear S 1.0 0.0 19.2 4.49 1.44 124.0 12.Single, Clear S 1.0 0.0 24.0 4.49 1.44 155.0 13.Single, Clear W 1.0 0.0 24.0 5.49 1.03 135.0 14.Single, Clear W 1.0 0.0 19.2 5.49 1.03 108.0 As -Built Total: 530.4 3145.0 WALL TYPES Area X BWPM = Points Type R-Value Area X WPM = Points Adjacent 0.0 0.00 0.0 1. Concrete, Int Insul, Exterior 5.0 1500.5 0.90 1350.4 Exterior 1500.5 0.60 900.3 Base Total: 1500.5 900.3 As -Built Total: 1600.5 1350.4 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 2687.0 0.10 268.7 1. Under Attic 30.0 557.0 0.10 X 1.00 55.7 2. Under Attic 19.0 2130.0 0.14 X 1.00 298.2 Base Total: 2687.0 268.7 As -Built Total: 2687.0 353.9 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 275.0(p) -2.1 -577.5 1. Slab -On -Grade Edge Insulation 0.0 275.0(p -2.10 -577.5 Raised 0.0 0.00 0.0 Base Total: -577.6 As -Built Total: 275.0 -577.6 Cnw.w.dIw..wnfol I1PA Cw..n G$1AA OMAC Cnwe ndlw.u.n(VCIwDCCIOflRA CI G/'CQ ..A C. FORM 600A -2004R EnergyGauge® 4.5 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details IADDRESS: 1249 N.E. 97th STREET, MIAMI SHORES, FL, 33138- PERMIT #: Cnn.....nn..wnTtA MA Cn.w• RflflA ',MAD DICD ,.A A BASE AS -BUILT ■ INFILTRATION Area X BWPM = Points or Area X WPM = Points 2687.0 -0.06 -161.2 2687.0 -0.06 -161.2 Winter Base Points: 2171.3 Winter As -Built Points: 4110.6 Total Winter X Points System = Multiplier Heating Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (System - Points) (DM x DSM x AHU) Heating Points 2171.3 0.5540 1202.9 (sys 1: Electric Strip 17050 btuh ,EFF(1.0) Ducts :Unc(S),Unc(R),Gar(AH),R6.0 4110.6 0.200 (1.099 x 1.137 x 1.00)1.000 0.950 (sys 2: Electric Strip 34000 btuh ,EFF(1.0) Ducts:Unc(S),Con(R),Int(AH),R6.0 4110.6 0.400 (1.085 x 1.137 x 0.86)1.000 0.950 (sys 3: Electric Strip 34000 btuh ,EFF(1.0) Duets :Unc(S),Con(R),Int(AH),R6.0 4110.6 0.400 (1.085 x 1.137 x 0.86)1.000 0.950 4110.6 1.00 1.084 1.000 0.950 978.2 1664.9 1664.9 4233.5 Cnn.....nn..wnTtA MA Cn.w• RflflA ',MAD DICD ,.A A FORM 600A -2004R EnergyGauge® 4.5 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details IADDRESS: 1249 N.E. 97th STREET, MIAMI SHORES, FL, 33138- PERMIT #: PASS Crt .r...d'- w..""TAE rW'4 C•r.., AAA •IrtriA D C..nrwnd!n.v..Jol/CI.DCQ'9f flA CI Df.QD ..A G BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 3 2273.00 BASE 6819.0 50.0 0.90 As -Built Total: 3 1.00 2323.51 1.00 6970.5 89T0.5 AS -BUILT PASS Crt .r...d'- w..""TAE rW'4 C•r.., AAA •IrtriA D C..nrwnd!n.v..Jol/CI.DCQ'9f flA CI Df.QD ..A G CODE COMPLIANCE STATUS BASE AS -BUILT Cooling Points + Heating + Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water Points Points = Total Points 23182 1203 6819 31204 18990 4233 6971 30194 PASS Crt .r...d'- w..""TAE rW'4 C•r.., AAA •IrtriA D C..nrwnd!n.v..Jol/CI.DCQ'9f flA CI Df.QD ..A G FORM 600A -2004R EnergyGauge® 4.5 Code Compliance Checklist Residential Whole Building Performance Method A - Details IADDRESS: 1249 N.E. 97th STREET, MIAMI SHORES, FL, 33138- PERMIT #: CHECKLIST . SECTION COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 608.1.ABC.1.1 Maximum:.3 cfm/sq.ft. window area; .5 cfm/sq.ft. door area. 612.1 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. 612.1 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. 610.1 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. 607.1 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. 604.1, 602.1 Multi-story Houses 606.1 ABC.1.2.5 Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. 6A -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 612.1 Comply with efficiency requirements in Table 612.1 ABC.3.2. Switch or dearly marked cir breaker electric or cutoff • as must be • rovided. External or built -in heat tra . = • uired. Y 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 %. 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. 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 oiling & floors R -11. �; Cwn.n.d^_nnnw7ld rN+A C..v• 4f1f1A 9tVIAD Cn......dlnnw1IwDCQ"0IN1A CI Df•CD vA ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ENERGY PERFORMANCE SCORE* = 87.7 The higher the score, the more efficient the home. MARINO'S RESIDENCE, 1249 N.E. 97th STREET, MIAMI SHORES, FL, 33138- 1. New construction or existing Addition _ 12. Cooling systems 2. Single family or multi - family Single family _ a. Central Unit/Split Cap: 17.1 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 13.00 _ 4. Number of Bedrooms 3 _ b. Central Unit Cap: 46.2 kBtu/hr _ 5. Is this a worst case? No _ SEER: 13.00 _ 6. Conditioned floor area (ft2) 2687 ft2 _ c. Central Unit Cap: 23.5 kBtu/hr _ 7. Glass type1 and area: (Label reqd. by 13- 104.4.5 if not default) SEER: 13.00 _ a. U- factor: Description Area 13. Heating systems (or Single or Double DEFAULT) 7a(Sngle Default) 451.7 ft2 _ a. Electric Strip Cap: 17.0 kBtu/hr _ b. SHGC: COP: 1.00 _ (or Clear or Tint DEFAULT) 7b. (Clear) 530.4 ft2 _ b. Electric Strip Cap: 34.0 kBtu/hr _ 8. Floor types COP: 1.00 _ a. Slab -On -Grade Edge Insulation R:1.0, 275.0(p) ft _ c. Electric Strip Cap: 34.0 kBtu/hr _ b. N/A _ COP: 1.00 _ c. N/A _ 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 50.0 gallons _ a. Concrete, Int Instil, Exterior R=5.0, 1500.5 ft2 _ b. N/A b. N/A ^ c. N/A _ d. N/A _ c. Conservation credits e. N/A _ (HR-Heat recovery, Solar 10. Ceiling types DHP- Dedicated heat pump) a. Under Attic R =30.0, 557.0 ft2 _ 15. HVAC credits PT, _ b. Under Attic R =19.0, 2130.0 ft2 _ (CF- Ceiling fan, CV -Cross ventilation, c. N/A _ HF -Whole house fan, 11. Ducts PT- Programmable Thermostat, a. Sup: Unc. Ret: Con. All: Interior Sup. R=6.0, 58.0 ft2 _ MZ- C- Multizone cooling, b. 2 Others 46.0 ft _ MZ- H- Multizone heating) EF: 0.90 I certify that 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 inspection. Otherwise, a new EPL Display Card will be completed based on-installed Code compliant Builder Signature: Date: l Address of New Home: - City/FL Zip: *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA/DOE EnergyStartm''designation), your home may qual i for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at wwwfsec.ucfedu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 850/487 -1824. 1 Predominant glass type. For actual glass type and areas see Summer & Winter Glass out on ages 2&4. EnergyGauae® (Version: FLRCS�B v4.5) Marino's Residence Renovation HVAC Load Calculations for Marino Residence Renovation 1249 N.E. 97th St. Miami, Fl. 33138 RH IV AC HVAC Lo • • • .• • • Cricfay:SaptbrOt 19,e2.008 •• ••• •• • • • •• •••• • • • • • • • • •••• •• • •• • 000000 • • • • • • • •OOOOO • ••:■• • • •••• • 000 0000 • •••• 000000 ••o••• •• • ••o• oo • • • • • •• •• • •• ••o••o • 000000 • • • •000•o • • 0 • • • • • •••• • • • • 000000 •••• • • • • • •• • •00000 • •• • • • • • •••• •• ••• • • • • • •• •• • ••• • ••• • • • • 0 • • • • • •• • • • • • • • • OO•O 0 • • • • • • • • • • • • • • • • $ • • • • • • • ••• • • • • ••• • 0 • • • • • • • ••• • • • • • • • • • •• 041 • • • ••• • • • ••• • • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •••• • • • ••• • ••• • •• • •• ••• • • • •• • Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Marino's Residence Renovation •••• Page 2 • Load Preview Report • IP •• • „ • • Scope Sens Lat Net Sens ''0160• Sum 4 Sys.' Area Gain Gain Gain Loss trill• CFM CFM Duct•„ Size, Building: 1.39 Net Tons, 1.53 Recommended Tons, 365 ft 2ITon, 8.86 MBH Heating • • "• •, • Building 557 13,753 2,974 16,727 8,864 •, 9' 579 W9 •. • •: System 1: 1.39 Net Tons, 1.53 Recommended Tons, 365 ft.2/Ton, 8.86 MBH Heating •,• • „• • System 1 Zone 1 1 -New Master Bedroom, Bath & Closet 557 13,753 2,974 16,727 8,864 557 12,730 675 13,405 7,159 557 12,730 675 13,405 7,159, •• ••• • • • • • • • • • • •• ••• •• • •• • ••• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ,,,$$, 579 51' ; 93: 579 09 9; 579.'519, • • • •••• •• • • •• • • • • • •• • • • • •• ••• • • • • • • • • • • • • • • • • • 24x8 • • 5-4• • • •••, • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •••• • • • ••• • ••• • •• • •• ••• • • • •• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • •••• • •••• • •• • • ••• ••• • • • ••• • ••• • Rhvac - Residential & Light Commercial HVAC Loads I Elite Software Development inc. Marino's Re Renovation •••• Page 3 • • • • System 1 AHU -3 Summary Loads '•.' : .•• • •. ..'Total, Component Area Sen Lat , Sen: ' Description Quan Loss Gain" Gain • Gain 1 A -cb-o: Glazing - Single pane, operable window, clear, metal frame with break, ground reflectance = 0.32 13A -5ocb: Wall - Block, board insulation only, R -5 board insulation, open core, brick finish 16A -30: Roof /Ceiling -Under attic or knee wall, Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R -30 insulation 20P -5: Floor -Over open crawl space or garage, Passive, R -5 board insulation, any cover Subtotals for structure: People: Equipment: Lighting: Ductwork: Infiltration: Winter CFM: 15, Summer CFM: 7 Ventilation: Winter CFM: 62, Summer 62 System 1 AHU -1 Load Totals: 78.8 2,127 04,°•••„6,130 • •••• 6,130: "• • •••• ' • 325.2 1,049 a • • • • •: 810„ • 810, • • • • • • • • 557 446 Q • • : • : 1,319 • 1,3161°' • • •••• „ ' • • • •, • •••• 557 1,936 0• • • 1,084 •, 1,081. '.: • .' _ _ ___ 5,558 0 9,343 9,343 2 400 460 860 0 0 0 200 682 682 1,193 0 2,122 2,122 408 275 123 398 1,705 2,299 1,023 3,322 _ 8,864 2,974 13,753 16,727 Check Figures Supply CFM: 579 CFM Per Square ft.: 1.039 Square ft. of Room Area: 557 Square ft. Per Ton: 365 Volume (ft3) of Cond. Space: 4,456 Air Turnover Rate (per hour): 7.8 System Loads Total Heating Required With Outside Air. 8,864 Btuh 8.864 MBH Total Sensible Gain: 13,753 Btuh 82 % Total Latent Gain: 2,974 Btuh 18 % Total Cooling Required With Outside Air. 16,727 Btuh 1.39 Tons (Based On Sensible + Latent) 1.53 Tons (Based On 75% Sensible Capacity) Notes Calculations are based on 8th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. •• •.. • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • ••• • ••• • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • •••• • •••• • •• • • ••• ••• • • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •••• •• • •••• • •••• • •• ••' ••• • . • ••• • ••• • Rhvac - Residential & Light Commercial HVAC Loads ► =1� Elite Software Development, Inc. Marino's Residence Renovation ••••Page4 ' System I Room Load Summary ' • '.. • • •••• ' S. " • Room No Name Area SF Htg Htg Sens Nom Btuh CFM Run Duct Size Run Clg Duct Sens Vel Btuh •Clt; • • • i' a? • • $tuff •, Cog '..' Air , Nom • Sys CFM... CFM • —Zone 1— 1 New Master Bedroom, Bath & Closet Ventilation System 1 total System 1 Main Trunk Size: Velocity: Loss per 100 ft.: 557 557 7,159 93 1,705 8,864 93 24x6 in. 737 ft. /min 0.097 in.wg 5-4 1,326 12,730 1,023 13,753 6000 •ASS•: • • • • •00••• • • 2,299 • • 2, • • • •.. •• 579 • 579, • • •• •' .__ •000.0 ••. 51 57$.. ',; BY CHKED. BY f JONES STRUCTURAL ENGINEERS DATE ctr4/.14:74S SUBJECT ..Wie/A/0 DATE ---:••• 7-• -.77—r -7-"` ; - ; f ■,,t,;.! I r I i ' . .,'' .4.-C—`• --.-;,.__ -,- , -i,_. i., i,1,i•,:10.!i,i, ! ;, ;. i : ! ; ,, - ! 1-; , ; i i --E-'----, '-....".4..,,,__;___.___•_.1-, -' ; ; --!--- ,--4---t------ ; 4.. ,..__;. „T„' 1 41 ' . ! - ,_ ;; : -4._ , _.ve_i_r_,1- ' ' , : , , , ,,, , , • Te97-- , -1- y-i-:- 1- , F; 1 -it Hr. Hi : IlwitY , : . ! ),-,.. 2 -- H r ; ; !......„1_,,,,,,,,,:,6•,....••,.........! ...! __ ... . 1- 1 1 1 • 11011'.-± 1 -1'1! J.11/.".. 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PLOACx .7: 5.6S )4,5 Pdc....t.se, • CsZ /0 e j5 417K/z/606 //6 K/656 //9.5 z, SHEET NO. / 7 OF JOB NO. 2'043, , • '• • - - r • . •.., 454C7j* 0./74 ao 5)) //e3 /z-76.4.4 33/c • • 5311f- -7644 x - /1,6) •. . . c 9. 3 - • • • • • • ••• • • • • • /Ps te fr.-136 Olviliagiaiiejs".Z5,•4:;:e6. •°"' 1(156 6.x/2..Ye°01-17t • • • • • • • ••• • • •• • • _ • • •• •• • • • • • • • •--- • • • •• • • aie..4r 5q,444,:' z• Z. = 47,3)=3)4 3.g. 3 . 543m‘.. rey '4/•Zij ‘, 3 'Z' P.56,4, Pame.t. e. 4,554, ,67 ir or 6.5444,51./c1,4, &SZL:1 ia7Q/$ e •vc • •••• • •••• •• • • • • •• • ▪ • • • • • • • • 5S ZX BY ireaQ° DATE CHKED. BY DATE JONES STRUCTURAL ENGINEERS .87Z5ArsuBJEcT inegiziAla recs,54,00sica SHEET NO OF see‘etett0e.e4 e. JOB NO. 41450A, r 5 - 6,,e5 4 Z. 5 e 1,4e' ( 6-1C4 v /is 1475 IP A9tAre 46•5pSe 1///e•e,SX/Y,, -7e67/# /2 x, ose1S--41' lije.A re. lea■S (<1 %) 74.4*4 1/reps ,ea. si*06 e, 1414a- g ?..fie tz 0;33 (sis512tz 5/57/4 73g ajexis5 e 5gg < 515741 5/g z- lig /0 707 &c,%/ A bea.pc dou.../r7 'evaee elphAe..1S 4,5 e Z S 6:75/9/05 hs4 /r7opy • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • GEOTECHNICAL ENVIRONMENTAL HYDROGOLOGY ASBESTOS iii r- ���.b, %Ii ee -- ( ''!`�sA/\\► \`\1•10 4 l .S1IN DYNATECH ENGINEERING CORP. Miami, October 13, 2008 Mr. Mario Rumiano NUSPACE, INC. 17100 Collins Avenue, Suite # 212 Sunny Isles Beach, FL. 33160 Re: Marino Residence @ 1249 NE 97th Street Miami Shores, FL. Dear Mr. Rumiano: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Pursuant to your request, DYNA'I'ECH ENGINEERING CORP. D.E.C. completed a Subsoil Investigation on October 4, 2008 at the above referenced project. The purpose of our investigation was to verify subsoil conditions relative to foundation design of the proposed structures. A total of (2) standard penetration boring tests were performed according to ASTM -D 1586 down to an average depth of 15' below existing ground surface. The following graph was developed as a general condition for the subject site: (Refer to field boring logs for exact locations and soil description): Depth From 0' -0" 0' -6" 1' -0" 4' -O" 5' -0" 6' -0" To 0' -6" 1' -0" 4' -O" 5, -0" 6' -0" 15' -0" Description Topsoil Dark brown sand Tan fine sand w /rock traces Dark brown fine sand Tan medium sand w /rock fragments Tan sandy limerock • ▪ • ▪ • .. • • •... • • . .... • • • Groundwater table elevation was measured immediately at the completion of 8acb borinmelavas found at an average depth of 6' -0" below existing ground surface. Fluctuation in water .1:yei should ba anticipated • due to seasonal variations and run off as well as varying ground elevations con'stfiiction dewatering and •: • pumping activities in the area. Site contractor must familiarize himself with stte Cozdition§h.thq event'. groundwater controls and dewatering is needed. Surface flooding may result:uncler.hunitane.donditions . and should be taken into consideration in the design of the project. The contracctor Shall uralv lure Aar • • groundwater levels on adjacent properties are not affected due to the contractors dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level. 1 750 West 84 Street, Hialeah, FL 33014 -3618 Phone (305) 828 -7499 a Fax (305) 828 -9598 Page No. 2 1249 NE 97th Street, Miami Shores, FL. Based on our understanding of the proposed structure and our field boring logs; the following are our recommendations for foundations design. A- Strip the entire building construction areas plus 5 feet outside perimeter of all topsoil, grass and tree stumps down to clean granular material wherever encountered (see field boring Logs). B- Compact all construction areas with a heavy self propelled compactor to a minimum of 95% of ASTM D -1557 but not less than 20 passes in each direction. C- Backfill construction areas to required elevation if needed using clean granular material placed in lifts not to exceed 12 inches in thickness and compact as indicated in items B. Excavate footing areas only if needed to proper depth and recompact using hand held equipment as indicated above. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6 inches in thickness. E- All construction fill material shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than five percent fines passing a U.S. standard No. 200 sieve. (Classified as SW /GW). Fill material below the water table shall consist of washed gravel unless dewatering is employed. F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of compacted material and in each footing pad. G- Representative samples of the on site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. representative to verify compliance with our specifications and the Flortcla•BAilding.cgde. • • • In the event of existing structures, existing footings, existing or proposed drtinage lines, prov pi, shall be made by the structural engineer and site contractor to protect all. c tings fro •t ndermining and exposure (ie. transfer beams, underpinning etc...). The geotechnical.arigkneer shall.be notjci.• of these conditions to evaluate the applicability of his recommendations' • • • •. • • • The above foundation recommendations being achieved and verified, it is our opinion that ISForopoiecJ e structures be designed for a shallow foundation system with a permissible soil bearing press ;re not to exceed 2000 P.S.F. 2 Page No. 3 1249 NE 97th Street, Miami Shores, FL. Provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations; therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoil conditions between the bore test holes. In accepting this report the client understands that all data from the borings are strictly for foundation analysis only and are not to be used for excavation or back filling estimates and pricing. Site contractor must familiarize himself with site conditions prior to bidding. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and City rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, )iA 3 Wissam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 WN /sk 3 • • • • • •• • • • •••• • • • •••• • ••.•••• • • • • • • • • • • • • • • • • • •••• • •• • •• • • •• •• • • • • • • • • • •••• • • • •••• • • ▪ • •• • •• • • • • •' • • DYNATECH TEST BORING REPORT CLIENT : NUSPACE, INC. PROJECT : Marino Residence @ ADDRESS 1249 NE 97th Street, Miami Shores, FL. LOCATION : See attached plan DEPTH'. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828 -7499 DATE: October 9, 2008 HOLE NO.: B -1 DRILLER: AS & LD SA1 IPLE HANK BLOWS ON SAMP! , . , 0' -0" to 0' -8" TOPSOIL AND GRASS 0' -8" to 1' -0" DARK BROWN FINE SAND W /ORGANIC STAIN 1' -0" to 4' -0" TAN FINE SAND W/ROCK TRACES 4' -0" to 5' -0" DARK BROWN FINE SAND 5' -0" to 6' -0" TAN MEDIUM SAND W/ROCK FRAGMENTS 6' -0" to 15' -0" TAN SANDY LIMEROCK 2 4 6 8 10 12 14 16 Hand H Hand H 2 2 6 4 6 11 10 22 12 8 9 7 15 8 10 11 9 16 7 6 5 6 14 8 8 11 12 18 20 22 24 26 27 28 29 30 31 32 33 34 35 36 37 38 H: HAND AUGER A: HOLLOW STEM AUGER 26 • 28 :: • • --- .- .- .7 -vi-. • • •. • • 30 •. •. •••• • •••• • ••• • • • • • ••• •• •• ...I •••• •••• 32 .. • • 34 4, • • .. • • - - -... • •••• • .. • • •.. • • • •... .. • • 36 •• • • .. • • • • 38 Water Level: 6' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of client and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.: HANDAUGER; A: AUGER R: REFUSAL. 4 • DYNATECH TEST BORING REPORT CLIENT : NUSPACE, INC. PROJECT : Marino Residence @ ADDRESS : 1249 NE 97th Street, Miami Shores, FL. LOCATION : See attached plan ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FL 33014 (305) 828 -7499 DATE: October 9, 2008 HOLE NO.: B -2 DRILLER: AS & LD DEPTH" DESCRIPTYO. MATERIALS, AMPLE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 0' -0" to 0' -6" TOPSOIL AND GRASS 0' -6" to 1' -6" DARK BROWN FINE SAND W /ORGANIC STAIN 1' -6" to 4' -6" 4' -6" to 5' -6" DARK BROWN FINE SAND LIGHT TAN MEDIUM SAND W/ROCK FRAGMENTS 5' -6" to 6' -6" TAN MEDIUM SAND W/ROCK FRAGMENTS 6' -6" to 15' -0" TAN VERY SANDY LIMEROCK 2 HAly ME+R BLOWS ON. SAMPLER Hand «N" H Hand 26 27 28 29 30 31 32 33 34 35 36 37 38 H: HAND AUGER A: HOLLOW STEM AUGER 10 12 14 16 18 20 22 24 26 28 30 32 2 3 4 6 14 8 10 11 12 21 9 7 8 6 12 6 10 12 9 19 10 11 11 10 • . . • • • 1 • • .... • • • .... • • • • • • ••• ..•..• • • .. •• • • • • 34 • • • • •• • 36 • • • •• •• .•••• • • • • • • • • • 38 • • • Water Level: 6' Below Surface As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of client and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval.. H.A.: HANDAUGER; A: AUGER; R: REFUSAL. 5 Oct 08 2008 11:14AM NuSpace DB 305 945 3929 p.2 0 1 =.e/1. a'11tJs • •. • • • •• •.....S '. — • ..•• • •... • • • • • • • • • • • • •• —1F-1111 • • • • • • • •• • Ndld 311S CI3SOdO Jd J-)f-Y0152-bi onti?J-011 ianus 92L6 'ax a VZY 36 0111Z RN YAW LIN 5'DO0 130V00 !O 3 QQIQ of �W 01 AQ' ;1C�BY7'ynyl." 7i ................... 9�=�.� co • 1057'1 •117 63W as. nos wo APPENDIX • • • •.. • •• • •.•• • • • •••• • • • •... • • • • • • . • • .... .. •• •• • OS •. •. • • • • • • • . • • • •••• • • • • •••• • • • • • •• • •• • • • • • • GENERAL NOTES Soil borings on unmarked vacant property should be considered preliminary with further boring(s) to be drilled after building pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings would need to be performed after the structure(s) has been demolished and proposed new building staked out. As a mutual protection to clients, the public and ourselves, all reports are submitted as confidential property of clients, and authorization for publication of statements, conclusions, extracts from or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Relative Density and Consistency Cone Penetration Tests (Kg/cm3) Sands 0 -16 17-40 41 -80 81 -120 Over 120 Silts & Clay 0 -3 4 -9 10 -17 18 -31 32 -60 Over 60 Soft Medium Moderate Hard Hard Very Hard Standard Penetration (Blows/ft.) Relative Density 0 -4 Very Loose 5 -10 Loose 11 -20 Firm 21 -30 Very Firm 31 -50 Dense 0 -2 Very Loose 3 -4 Soft 5 -8 Firm 9 -15 Stiff 16 -30 Very Stiff 31 -50 Hard Boulders Cobble Gravel Sand Silt Clay Particle Size > 12 in. 3 in. to 1 in. 4.76 mm to 3in. 0.07 mm to 4.67 mm. 0.005 mm. to 0.074 mm < 0.005 mm Modifiers 5% - 10 % Slightly Silty or Clayey 10% - 30% Silty or Clayey 30% - 50% Very Silty or Very Clayey 0% - 5% Slightly Trace • 6% - 10% :Trail • 11% - 20% Little 21% - 35% •S'oizl� >35 %And • • • • •• •• • •••• • • •••• • • • • •• •• • • Rock Hardness Description • • Rock core crumbles when handled Can break with your hands. Thin edges or rock core can be broken with fingers Thin edges or rock core cannot be broken with fingers Rock core rings when struck with hammer (cherts) • • • • • •• • • •••• • •••• • • • •• • • • • • • •• • •• • • • • .• •• • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Sunshine Windows Manufacturing, Inc. 1745 West 33"d Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules a g the use of construction materials. The documentation submitted has been re wed a ad ounty Product Control Division and accepted by the Board of Rules and Appeals (BO,� „ ein Mimi Dade County and other areas where allowed by the Authority Having Jurisdiction This NOA shall not be valid after the expiration -date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2000 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. SH08 -01, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", sheets 1 through 6 of 6, dated 01/25/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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 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 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 372 -6339 .maimidade ov/buildin code NOA No. 08-0219.03 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No SH08 -01, Sheets 1 through 6 of 6, titled "Series 2000 Aluminum Single Hung Impact Resistant Window", dated 01/25/08, prepared by manufacturer, signed and sealed by Francisco Hernandez, 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, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5253, dated 10/02/07, signed and sealed by Carlos S. Rionda, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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, TAS 202 -94 along with marked -up drawings and installation diagram of series 2000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5252, dated 08/17/07, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyingwi h FB9.2004, prepared by manufacturer, dated 12/22/07, signed and sealed bylWalidsco Hemndez, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours &'Go',.lhc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. •••• • • •••• • • • • • • •• • •• • • • • •• •• • • •• • • • • • • • • • • •••• • • • • •••• • • • • • •• • •• • • • E -1 Manuel Per Product Control E : NOA No. 08-02 ' .03 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated February 6, 2008, signed and sealed by Francisco Hernandez, P.E. 2. Statement letter of no financial interest, dated February 6, 2008, signed and sealed by Francisco Hernandez, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5252 issued by Fenestration Testing Laboratory, Inc., dated 08/28/07, signed and sealed by Carlos S. Rionda, P.E. 4. Laboratory compliance letter for Test Report No. FTL -5253 issued by Fenestration Testing Laboratory, Inc., dated 10/10/07, signed and sealed by Carlos S. Rionda, P.E. G. OTHER 1. None. E -2 • • • • • • • • •• • •••• • •••• • • • • •••• • • • • • • • • •••• •• •• • • • • • • •• • • • • • • • •• • • • • •••• • • • • •••• • • • • • •• • •• • • • • • • Manuel ' erez, Product Control Exa NOA No. 08 -0219. i 3 Expiration Date: April 24, 2013 Approval Date: April 24, 2008 HEAD ANCHORS SEE CHART 10 "MAX. -qI - `A1 A) 1 IMPACT GLASS 2 �- � it z IMPACT GLASS II 'C2i 11 3; (C4) FALSE MUNTINS (SURFACE APPLIED) MAY BE USED I-- -- +10 "MAX.I- WINDOW WIDTH 4° TIPICAL ELEVATION 1 OVER 1 GENERAL NOTES: 1.- FOR NUMBER OF ANCHORS FOR EACH UNIT SIZE REFER TO DESIGN PRESSURE CHART. 2.- REFERENCES: TEST REPORTS FTL-5252 AND FTL -5253. 3.- THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE. 4. -FASTENERS MUST BE MADE OF STAINLESS STEEL OR HAVE ADEQUATE PROTECTION AGAINST CORROSION AS PER DIN 50018. ALUMINUM TE CONTACTING METALS SHALL BE PROPERLY PROTECTED. •• ••• • • • • • •. MIAMI- DADE I141TACT WOW T •GH ARE NOT REQUIRED • •• ••• •• • • • •• DESIGN PRESSURE CHART - PSF SERIES-2000 ALUNIINUM SINGLE HUNG IMPACT RESISTANT WINDOW WINDOW ANCHOR DIBION DIMENSION SCHEDULE BUR FSP WIDTH HEIGHT A SEADSpL PER IAMB EXT. INT. 19 1/8° 3 90.0 90.0 28/2° 3 90.0 90.0 37" 26° 4 90.0 80.0 53 1/8" 6 78.0 75.0 19 1/8° 3 90.0 90.0 28 1/2" 3 4 90.0 80.0 37" 38 3/8" 4 90.0 90.0 53 1/8° 6 75.0 75.0 19 1/8° 3 90.0 90.0 26 1/2° 3 6 90.0 90.0 37" 50 s /8° 4 90.0 90.0 53 1/8" 6 75.0 75.0 19 1/8" 3 75.0 75.0 28 1/2° 3 75.0 75.0 37" 83° 4 7 75.0 75.0 53 1/8° 6 75.0 75.0 18 1/8" 3 75.0 75.0 2837/2" 3 75.0 75.0 74 1/4" 8 4 75.0 75.0 53 1/8° 6 75.0 75.0 • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •- • • • •IMPACT RESISTANT WINDOW Sunshine Windows Manufachning, Inc. 1745 N. 35M Place I4a•eh. Mob 51012 Pk (305)354 -9952 Fao(305)525 -5115 4- .02.08 FRANCISCO HERNANDEZ FLORIDA PE # 51393 �,.,, •„ RF ago Sca 91-02 - oalm 1/r.1' Bedtime ROM= WNW Fm. SH08 -01 SHEET 1 OF 6 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • •• • 2 1/2° MIN. 2 1/2" MIN. DETAIL Al ATTACHMENT TO MASONRY GLAZING DETAIL 0.090" DUPONT BUTACITE PVB 1/8" HEAT 1/8" HEAT STRENGTHENED STRENGTHENED • ••• • • • SILICONE:EC•01489g : • •• • • • • • •• ••• a. • TYPICAL ANCHORS 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) TYPICAL ANCHORS TYPICAL ANCHORS 1/4" SUS 1 1/2' MIN. PENETRATION INTO WOOD. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL A2 ATTACHMENT TO WOOD 1/4" SMS THROUGH METAL. (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 8) DETAIL AS ATTACHMENT TO METAL STRUCTURE DETAIL (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) • • •• • • • • • • ••• • • • • • • •• • • ••• • • ••• • 7TPIIAL HEAD SECTIONS • • • .. • • • • • • . • • .. • • • .• • • • Si. • • IMPACT RESISTANT WINDOW Approved of complying•D40a Bate Florida %js'd. 4 'I i. _ NO•- ■7.ar.T%A=.1fAz d_02 -o8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 �r Sunshine Windows Manufacturing, Inc. 1748 W. 33rd Plane K*a%, N NWB° 33812 Re (306)384 -9982 Fme(306)828 -8118 F 0 Dmrn 8r: RF Data 04-0205 =a. scakc 1/2".1' Revhtna Revision: DRAWING No. SH08 -04 SHEET 2 OF 6 ••. • • • • i•• • • • • • • • • • • • • • • • ••S • • • it • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 1/4' TAPCONS 1 1/4" MIN. EMBEDMENT INTO MASONRY (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL Cl ATTACHMENT TO PRECAST SILL 2' BY WOOD BUCK "-wt. 2 1/2" MIN. 3/4' MAY NON— SHRINK GROUT OR 1' BY WOOD BUG( 4 4 2 1/2" MIN. TYPICAL ANCHORS 1/4" TAPCONS 1 1/4" MN. EMBEDMENT INTO MASONRY THROUGH 1' BY WOOD BUCK OR NON SHRINK NON METALLIC GROUT (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL C2 ATTACHMENT TO MASONRY TYPICAL ANCHORS 1/4" SMS THROUGH METAL. (FOR MAX ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL C4 ATTACHMENT TO METAL STRUCTURE TYPICAL ANCHORS • • • • • • • • • • • • (STEEL OR ALUMINUM 1/8' MN. THICKNESS) • 1/4' SIBS 1 1/2' MN. pENETRATIONMNTO O O O O O • • (FOR MAX. ANCHOR SPACIN>y AND NUMBERS • • • • • • • OF ANCHORS REFER TO Sift 1•aJ:) • e.• • • • . . 54.• DETAIL C3 • • ••• • • ••• ATTACHMENT TO 400 • • • • • • :TYPI$AL SILL SECTIONS • • • • • • • • • • • • • • • • •• • • • • •• • • • ••• • • IMPACT RESISTANT WINDOW 4 -01_oe FRANCISCO HERNANDEZ FLORIDA PE # 51393 •••• Br RF Oahu 04 -02 -08 8co• 1/2 %.1. RaWimu R•Adf•Ii OBNIINO NO. SH08 -05 SHEET 3 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •.. • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• EN -2° BY WOOD BUCK TYPICAL ANCHORS 1/4° SIBS I 1/2" MN. PENETRATION INTO WOOD. (OF NCH. ANCHOR SPACING AND NUMBER OF ANCHORS REFER 70 SHEET 1 OF 8) � I_ —�,,' �� ��..,,,, I . AI : :.... , ,,th,,.. II" �_� — Sardine Indus Manufacturing, Inc. 1748 W. 33rd ,Floe W 1 h. RAW 33012 Ph: (308)384 -8882 Fmc(308)828 -8118 WLIIL 7M 1/4" MAX. DETAIL D2 . SHIM SPACE ATTACHMENT TO WOOD 1 /a° MAX •• SHIM SPACE • ir 1 1/4" +i r- �a.,. I �,j �i. TYPICAL ANCHORS 1 4' SMS THROUGH METAL (FOR MAX. ANCHOR SPACING AND NUMBER OF ANCHORS REFER TO SHEET 1 OF 6) TYPICAL ANCHORS 1/4° T A P C O N S 1 1/4° MIN. EMBEDMENT { I n t . -A ��1 , f� -, „ . . ..... INTO MASONRY THROUGH 1° BY WOOD BUCK • (FOR MAX. ANCHOR SPACING AND NUMBER • OF ANCHORS REFER TO SHEET 1 OF B) •p 'TYPICAL ANCHORS ��/ �' DETAIL D3 1/4” SMS THROUGH METAL ATTACHMENT TO METAL STRUCTURE • (FOR MAX. ANCHOR SPACING AND NUMBER (STEEL OR ALUMINUM 1/8" MIN. THICKNESS) OF ANCHORS REFER TO SHEET 1 OF 6) DETAIL VAUDS FOR JAMBS, HEAD AND SILL •• DETAIL Dl ATTACHMENT TO MASONRY MIAMI -DADE COUNTY APROVED �N • • • • •r� ::. •• • •a • • • • ••• •• r � Approved ms cesupCyto2•vfAD 81e Ftc�+i .:..,�o: mete fir%= �1 No -L • 17.�'iYXL:lthc% 51121 r:L:.: . ,,, :,.. ✓F^" ;'� j /P�' , A . �; Wore .r scow 1/2.1• ReNetmc Revistou ATTACHMENT TO MULLION DETAII. l ������ • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •'pICAt J NAB SECTIONS ' L� �.� 4.02.08 FRANCISCO C # 51 93 FLORIDA PE # 51393 OR1SW0 NO. SH08 -06 SHEET 4 OF 6 • • • • • • •• • • • • • • •• • • • • • • • • IMPACT RESISTANT WINDOW •.. • • • • • •• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• X 36 A (SEE DETAILS 14 Al, A2 AND A3 ON SHEET 2 OF 8) 'B i (SEE DETAILS Cl. C2, C3 AND C4 ON SHEET 3 OF 8) (SEE DETAILS Dl, 02 AND D3 ON SHEET 4 OF 8) HORIZONTAL SECTION 11} • • • • •• • �•• • • • • - -s • • • • • • ••t2; •• • • • •• • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • VERTICAL SE TION ' • �.. •. • VERTICAL SECTION WITH TOP LOCK IMPACT RESISTANT WINDOW 4.o2_og FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Scieah. Nerido 33012 P1,: (305)384 -0052 Fmc(305)828 -5118 Ormrn B RF oats: 04 -02 -08 Scale 1/2%4' Ra hl= RevMac ORAMNO) NO. SH08 -02 SHEET 5 OF 6 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 660 • • • 665 • • ``- 1 2082 ---) 6.8,2 1 DESCRIPTION MATERIAL 0.812 f- 227�� ��'— 1 100 L: 0'(0.304 0780 .�. GLAZING BEAT SWW -101 6063 -T8 i MEETING RAIL SW -015 6083 -75 FRAME HEAD SW -014 6083 -75 . il 2.127 �- 0.062 2.314 0637 SW -011 1.6?5 �1 I 2 W0 0.000 ,. 875 SASH 8063-75 II , 0.812 [- TOP SW -017 0.050 RAIL 5 SW -017 .I- — 2.078 --i FRAME SILL SW-52101 S 6063 -T5 6 2.375 FRAME JAMB SW -011 8063 -T5 2700 -I SASH 11H2 1.000 I., BOTTOM RAIL SW -43355 8063-T5 7 0.882 0.050 810 I- see 2 Ran. • • • • • • • • a 0.1870 to 0 • • OMNI • 686311 • •• O. 19 ,324 • SASH BOON RAIL i v SYa 43353 555 • S. ••• •• • • • •• • • ••• • • ••• • • • • • • • • • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • .• • • • •• • • • ••• • • MATERIAL UST ITEM. PART. REQD. DESCRIPTION MATERIAL 1 SW -014 1 FRAME HEAD 6063 -T5 2 SW52101 1 FRAME SILL 6063 -TB 3 SW -011 2 FRAME JAMB 6063 -T5 4 SW40111 1 MEETING RAIL 6063 -T5 5 SW -017 1 SASH TOP RAIL 6063 -T5 6 SW43355 1 SASH BOTTOM RAIL 6083 -T5 7 SW82028 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6083 -T5 9 SW -AS AS REQ ASSEMBLY SCREWS / 8X1' PH PHILUP CRS 10 SW8202A 4/VENT FACE GUIDES NYLON 11 SW43353 2/VENT LATCH BOTTOM RAIL PLASTIC 12 SW1820 AS ROD SEAL PILE FELT 13 SW3257 AS ROD WEATHER STRIP BULB VINYL 14 - AS ROD SILICONE DC- 899/GE -1200 15 SWW101 AS ROD GLAZING BEAD 6083 -T8 16 SW540 2 SPIRAL BALANCE ALUMINUM 17 SW -667 2/VENT LATCH ZINC 18 SW3082 AS ROD WEATHER STRIP BULB VINYL IMPACT RESISTANT WINDOW a-_ o2 -o8 FRANCISCO HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Yanufachuing, Inc. 1745 W. 33rd Place Maltose. FloAda 33012 Phi (305)364 -8052 Faie(305)828 -5118 ora a Br RF ode:2 -08 Sade: 1 2"W Redeem Retake: BW8INO NO. SH08 -03 SHEET 6 OF 6 S.. • • • • • • • • • • • S.. • •. •• • •••••• • • • C • • •5• • . • • S. • .•• • • • •• •• • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the usVdredlistruciibD • materials. The documentation submitted has been reviewed by Miami -Dade County Ilre.od'utt Control •• Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miagnieliaele Count kid 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 (Montt Prodoct €eLtrol Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve 'Wright to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series HR-710 Aluminum Horizontal Roller Window-LMI APPROVAL DOCUMENT: Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, Impact", sheets 1 through 11 of 11, dated 02/28/06, prepared by manufacturer, 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. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture . of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by 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 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (3054) a14-2908 • • www5auijr'lgacodeoahne.eom • • •• • • .... • • .•.. • • • • •• • •... • • .... x' NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. • • • • 2. Drawing No.4127 -10, titled "Alum. Horizontal Roller Window, �ta4 ", sheets% • • through 11 of 11, dated 02/28/06, prepared by manufacturer, signedand sealtd •by • • Robert L. Clark, 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 WTAS 2.0274 • 3) Water Resistance Test, per FBC, TAS 202 -94 : • : • • • • • 4) Small Missile Impact Test per FBC, TAS 201f4 • • • • •••• • 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -911 • • • • • • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 •••• along with marked -up drawings and installation diagram of XOX aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4858 and FTL -4859, dated 03/08/06, signed and sealed by Edmundo Largaespada, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by PGT Engineering, dated 10/26/06, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300 -98 and 02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of compliance, and no financial interest, dated March 30, 2006, signed and sealed by Robert L. Clark, P.E. 2. Laboratory compliance letter for Test Report no. FTL- 4770, issued by Fenestration Testing Laboratory, Inc., dated March 09, 2006, signed and sealed by Edmundo Largaespada, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC) Jaime D. G - on, P.E. Chief, Product Control Division NOA No 06- 0405.06 Expiration Date: December 21, 2011 Approval Date: December 21, 2006 E -1 GENERAL NOTES: IMPACT HORIZONTAL ROLLER WINDOW 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B. 516° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. C. 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. E. 716° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE O= 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. F. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WTH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G. 13/16° LAMI IG: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8° AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. H. 13/16° LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) LITE OF 1/8° HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. I. 13/16° LAMI 10: (1) LITE OF 1/8" OR 3/16° ANNEALED (MIN.) GLASS, 5/16° OR 3/8" AIR SPACE AND 5/16° LAMI CONSISTING OF (2) LITES OF 1/8° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. J. 13/16' LAMI 10: (1) LITE OF 1/8° OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1/4° AIR SPACE AND 7/16° LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.. K 13/16° LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 3/16° OR 1k AIR SPACE AND 716° LAMI CONSISTING OF (1) UTE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. L 13/16° LAMI IG: (1) LITE OF 1/8' OR 3/16° ANNEALED (MIN.) GLASS, 3/16° OR 1i4" AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. 2. CONFIGURATIONS: OJX XO, XOX 3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3 AND 4) A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 9 THROUGH 12 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 8. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASI' r. 7. REFERENCES: TEST REPORTS FTL -4858 AND FTL-4859. ELCO TEXTRON NOA 04- 0721.01, 03- 0225.05 ANSI /AFBPA NDS -2001 FOR WOOD CONSTRUCTION ADM -2000 ALUMINUM DESIGN MANUAL •• ••• • • • • • •• • • • • • • •• • • 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2004ESIMONrIY LUDI111G THEiHIGHye l]� • HURRICANE ZONE (HVHZ). R°retler Dolor Revs0By F.K. Data 10/17/08 Revisions: CHANGE TO ASTM E 1300-02 74ft dar F.K. 5/13/06 Re,Wxar A bewner F.K X8/06 ADD AIR SPACE DIM. NOTE 1, TECH. REF. NOTE 76 NOTE 8. Cneaenerr J.J. Os 3/23/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O . BOX 1529 NOKOMIS, FL 34274 P�--T Visibly Better •• • • ••• • ••• • • • • . • • • • GENESiA& ITO IS. • • • : : • • • • ALUM. HORIZONTAL ROLLERMVINDOINPIMPACT NOA DRAWING MAP SHEET GENERAL NOTES 1 GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 5 PARTS UST 6 EXTRUSIONS 7 CORNER DETAIL 5 ANCHORAGE 8-11 HR710 NTS Drat 11 traarawNo 4127 -10 Rer B Pl'ecA Robert L. Clark. P.E. PE #39:12 Structural ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• 1/2° NOM. GLASS BITE 1/2" NOM. GLASS BITE 1/8' ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8° ANNEALED OR HEAT STRENGTHENED GLASS 5/16' NOM. 5/16" LAMINATED GLASS \I 3116° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 7/16° LAMINATED 7/16" LAMINATED GLASS aEXTERIOR INTERIOR E> (ALL SECTIONS) 1/2° NOM. GLASS BITE 1/8° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER 118' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 5/16° OR 3/8° AIR SPACE 1/8° OR 3/16' ANNEALED (MIN.) GLASS 13/16° NOM. 13/16" LAMI IG GLASS W/ 5/16" LAMI 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER —► 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16' LAMINATED 3/16' OR 1/4° AIR SPACE 1/8 °or3/166ONN4LED I )GIASS • • •• 13/16° NLM. • • • • • • • • • 13/16" LAMI IG GLASS W/ ?116" LA:II • • • •• ••• •• • • • •• Rend 13y, asks ae.,neer F.K. Date 10/17/08 Reviews: B NO CHANGE THIS SHEET Rend Op F.K Oam 5/13/06 R°ruMa: A ADD AIR SPACE DIM. TO LAM! 10 DETAILS we.nar F.K ome: 2118/06 aeaeeear J.J. 3/23106 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 P �T Visibly Berner •• • ••• • • • • • • ••• • • •• • • • • • • • • • • GLAZIAIGOETAILS• • • • • • • • Approved as crom@b:0 111. mr • • • • • • • • ALUM. HbRIZdNTAL ROLLER WINDOW,•IMPACT Smeraaam HR710 Full ae� 2 m 11 Pasty,. 4127 -10 Robert L. Clark, P.E. PE 039712 Sbucwral ••• • • • • • • • • • • •• ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • (XOX 114.112,1/4) DESIGN PRESSURES TABLE 1. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 96" A,B,G,H +60,0 -60.0 106 3/8" A,B,G,H +60.0 -60.0 +60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.1 -59.1 +56.0 -56.0 108" A,B,G,H +60.0 111" A,B,G,H +60.0 -60.0 -60.0 +60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0, -60.0 +55.5 -55.5 +52.1 -52.1 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.0 -55.0 +51.7 -51.7 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +59.5 -59.5 +54.0 -54.0 +50.9 -50.9 UP TO 111" C,I +60.0 -60.0 UP TO 111" D,E,F,J,K,L +75.0 -75.0 (XOX 113,113,113) DESIGN PRESSURES WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" TABLE 2. WINDOW WIDTH GLASS TYPE 63" 60" A,B,G,H +75.0 WINDOW HEIGHT +75.0 -75.00 +75.0 -75.00 26" I 36" I 38 3/8" 1 48" I 60 6/8" I 54" I 60" 63" TO 86 7/16" A,B,C,G,H,I -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +60.0 -60.0 TO 86 7/16" D,E,F,J,K,L +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 +75.0 -75.0 (OX AND X� DESIGN PRESSURES TABLE 3. WINDOW WIDTH GLASS TYPE WINDOW HEIGHT 26" 36" 38 3/8" 48" 50 5/8" 54" 60" 63" 60" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 66" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.0 -70.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 72" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +70.1 -70.10 +65.0 -65.00 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +72.1 -72.10 74" A,B,G,H +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +68.6 -68.60 +63.5 -63.50 C,I +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +75.0 -75.00 +74.7 -74.70 +70.8 -70.80 UP TO 74" D,E,F,J,K, L +75.0 -75.00 GLASS TYPES: TEST REPORT FTL -4858 MX), FTL -4859 (OX& XO) A. 5/16" LAMI - (1/8" A, .090,1/8" A) G. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5/1.6 L AMI (1./8 "it , .0.90,1/8 °A) • • B. 5/16" LAMI - (1/8" A, .090,1/8" HS) H. 13/16" LAMI IG -1/8" OR 3/16 "A, 5/16" OR 3/8" AIR SPACE, 5:16" LAMI- (WO, , )9 t1 /rH6) C. 5/16" LAMI - (1/8" HS, .090,1/8" HS) I. 13/16" LAMI IG -1 /8" OR 3/16"A, 5/16" OR 3/8" AIR SPACE, 5 /18".LAMI: (1i8 ":iS,:. 090,'1:1311S) • • D. 7/16" LAMI - (3/16" A, .090, 3/16" A) J. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - 13 /76 "A!.1590, S /16"4) • • • E. 7/16" LAMI - (3/16" A, .090, 3/16" HS) K. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16 "A, .090, 3/16"HS) F. 7/16" LAMI - (3/16" HS, .090, 3/16" HS) L. 13/16" LAMI IG -1/8" OR 3/16 "A, 3/16" OR 1/4" SPACE, 7/16; IAMI,- (3/16 "mg,.09% 3/16 "I -I • - • Rea4BF Oft Aevislm"' w4 aF a w Revision": ..K. 10/17/00 B Read By F.K. 5/19/06 Revtlbv: A REVISE DP TABLES TOASTM E 1300 -02 ADO AIR SPACE DIMENSION GLASS TYPES G THRU L. are"n BF F.K. 2/28/06 Checked By J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P T D11:REISLRES• • • • • • • • • • • • • • • "E • • ALUM. HORIZONTAL RO!!LER Vt/INDOW, 4MPAOT Visibly Better am�u.m. HR710 NTS 3 N 11 4127 -10 l? Ob Robert L Clark, P.E. PE 039712 Structural ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • •• • • • • • • • • • • • • •• •• • 25 1/8° MAX. DLO VENT 49 3/4° MAX. DLO FIXED i y� I il n.r o , x ® IY _ 111° MAX. WIDTH i DETAIL B - XOX (1/4- 1/2 -1/4) 3MAX. 8 °MA DLO DLO FIXED 33 9/18° MAX DLO VENT 57 3/8° MAX. DLO ALL FIXED LITES 63° MAX. HEIGHT ALL CONFIG. C 74° MAX. WIDTI I DETAIL A - OX OR XO 251 /8° MAX. DLO I FIXED 88 7/18' MAX. WIDTH DETAIL C - XOX (1/3- 1/3 -1/3) NOTES: 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS Oar R«ermx Fend Or F.K pee 10/17/00 enteerw NO CHANGE THIS SHEET Rena By F.K COW 5/13/06 armor F.K 226/08 Rte. A chewier J.J. NO CHANGE THIS SHEET 323/08 1070 TECHNOLOGY DRIVE NOKOMIS, FL 36275 P.O. BOX 820 NOKOMIB, FL 1 34274 PST Visibly Better •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • ••• • ••• • �/ • • • • • ELEVATIONS • • • • • • • • • • • • • • rp°. • • • • • • • • • • • • ALUM. IiORIZONTAL ROLLERWINDOW!IMPAET a710 I NTS Wee uedmw 4 a 11 4127 -10 Roe abort L. Clark, P E. PE 539712 SWetural • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • 4 DWGM DESCRIPTION MAT' L PGIY, 4102 A FLANGE FRAME HEAD 6063 -T6 AL 612237 2 4025 SASH STOP (STD.) (ANTI LIFT CUP) 6063 -T5 AL 612244 3 #8X3 /4 PH. PAN HEAD 7834AA 4 4053 SASH STOP COVER (SASH STOP) 6063 -T5 AL 6 4136 FLANGE FRAME SILL 6063 -T6 AL 64136 7 4137 SILL ADAPTOR 6063 -T6 AL 64137 8 4131 ROLLER TRACK 6063 -T6 AL 64131 I0 71298 WEEP HOLE COVER POLYPROP. 71298 12 1626 ADHESIVE OPEN CELL FOAM PAD 7PAD1626 13 4002 A FLANGE FRAME JAMB 6063 -T6 AL 612225 14 4134 GASKET FOR MAIN FRAME SILL JOINT 74134W/K 15 1155 #8 X 1.000 QUAD ITN. SMS 78IPQA 16 4110 G SCREEN ADAPTOR 6063 -T5 AL 64110G 17 4054 B FIXED MEETINGRAIL 6063HD -T6 AL 64054A 19 4066 W STP,.187 X 230, FIN SEAL 640660 21 4105 SASH TOP & BOTTOM RAIL 6063 -T5 AL 612240 22 1683 WSTP.,.250 X .270 BACK, FIN SEAL 616830 23 24 225 -1 ROLLER HOUSING& GUIDE 42112HD 226 BRASS ROLLER WHEELS BRASS 7BRWHI2 29 4128 HORIZONTAL ROLLER SASH TOP GUIDE POLYPROP. 44128N 32 4006 D SASH MEETINGRAIL 6063HS -T6 AL 64006 33 1235 W STP.,.170 X 270 BACK, FIN SEAL 67S160 35 1096 SWEEP LATCH DIE -CAST 71096 36 1016 #8 X.625 PH. FLSMS 7858 37 4126 SASH SIDE RAIL 6063 -T5 AL 64126 38 1683 W STP.,.250 X .270 BACK, FIN SEAL 61683G 39 7070 BULB WEATHERSTRIP .187 X 275 67070K 40 LIFT RAIL COVER CAP 74078°C" LORR 50 GLAZING SILICONE, DOW 899, 995 OR EQUIVALENT 51 1224 VINYL GLAZING BEAD BULB (THICK) 6TP247W,K 52 1225 VINYL GLAZING BEAD BULB (THIN) 6TP248K 53 4039 B GLAZING BEAD -5/16' 6063 -T5 AL 64039B 54 4044 B GLAZING BEAD - 5/16" W /GRILL KIT 6063 -T5 AL 644703 55 4222 A GLAZING BEAD - 7/16' 6063 -T5 AL 64222 56 985 C GLAZINGBEAD -7/16" W /GRILL KIT 6063 -T5 AL 6985 59 4067 GLAZINGBEAD- 13/16" 6063 -T5 AL 64067 60 GLASS, 5/16" IAMI (1/8" A, .090 PVB, 1 /8" A) 61 5/16" LAMI (1/8" A, .090 PVB, 1/8" HS) 5/16" IA MI (1/8" HS, .090 PVB, 1 /8" HS) 63 7/16" LAMI (3/16" A, .090 PVB, 3/16" A) 64 7/16" LAMI (3/16" A, .090 PVB, 3/16" HS) 65 7/16" LAMI (3/16" HS, .090 PVB, 3/16" HS) 66 13/16" LAMI IG- I /8 "A, 3/8 "AIRSPACE, 5/16" LAMI (1 /8 "A, .090 PVB, I /8 "A) 67 13/16" IAMI IG•1 /8 "A, 3/8" AIR SPACE, 5/16" LAMI (I /8 "A, .090 PVB, 1 /8 "HS) ITEM DW(#I REVI DESCRIPTION I MATL I PGT# 68 GLASS 13/16" LAMI IG- I /8 "A, 3/8" AIR SPACE, 5/16" IAMI (1 /8 "HS, .090 PVB, 1 /8 "HS) 69 13/16" LAMI IG- 3/16 "A, 5/16" AIR SPACE, 5/16" LAMI (1/8 "A, .090 PVB, l /8 "A) 70 13/16" IAMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1 /8 "A, .090 PVB, 1 /8 "HS) 71 13/16' 1.AMI IG- 3/16"A, 5/16" AIR SPACE, 5/16" LAMI (1/8 1115, .090 PVB, 1/8"HS) 72 " 13/16' LAMI IG- 1 /8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 73 13/16" LAMI 1G•1/8 "A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "HS) 74 " 13/16" LAMI IG-1/8"A, 1/4" AIR SPACE, 7/16" LAMI (3/16 "HS, .090 PVB, 3 /16 "HS) 75 13/16" IAMI IG3 /16 "A, 3/16' AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3/16 "A) 76 " 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3/16 "A, .090 PVB, 3 /16 "HS) 77 13/16" LAMI IG- 3/16"A, 3/16" AIR SPACE, 7/16" LAMI (3 /16 "HS, .090 PVB, 3/16" HS) 90 1014 SCREEN FRAME (HOR. & VER.) 3105 -H14 AL 91 1630 SCREEN CORNER KEY WRINGS POLYPROP. 92 1631 SCREEN CORNER KEY W /OUT RINGS POLYPROP. 93 1073 SCREEN SPRING ST.ST. 94 1624 SCREEN SPLINE - .135 DIA. FOAM EM PVC 95 1635 SCREEN SPLINE- .135 DIA. HARD EM PVC 96 SCREEN CLOTH cedar omr "end 9Y F.K. 10117/06 B NO CHANGE THIS SHEET tresd Sy F.K. 5/13/06 A ADD SPACE DIMENSIONS ITEMS 66 THRU 77. F.K 228/06 ch° sr J.J. 3/ 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 PST Visibly Better •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• •• • ••• • ••• • . • • • • • • PARTSLI6T• • • •• • • • • •• • • rm, • • • • • • • • • • ALUM. I-IbRIZONTAL ROLLER WINDOW,•IMPACT s HR710 NTS 6 e 11 4127 -10 m" B Robert L. Clark, P.E. PE 039712 Structural ••• • • • • • • • • • •• • ••• • • • • • • ••• • • • • • • • • • • • • • • •• •• 1.173 .062 � u O FLANGE FRAME HEAD #4102A, 6063-T8 .082 .490 I-- 1.451 -+-1 OSASH STOP #4025,6063 -T6 21 SASH TOP & BOTTOM RAIL #4133, 6063-T5 . 1.096-1 ---_I O GLAZING BEAD, 5/16" #404413,6063-T5 (USED WI GRILL KIT) 3 1.(22 J 3. 52 .082 —► Imo- 2.710 —�I FLANGE FRAME SILL #4136, 6063-T8 .061 .437 1.46 O HORIZ. ROLLER TRACK #4131, 6063 -T6 2 1.787 1.081 F.— 32 SASH MTG. RAIL #4008D,6063HS -T8 .678 1.098 44445555— ��LLL+�I���LLL� T 55 GLAZING BEAD 7/16" #4222A, 606345 .06 O FRAME SILL ADAPTER #4137, 6083 -T6 .062 1.187 17 FIXED MEETING RAIL #40548, 60631-ID -T6 37 SASH SIDE RAIL #4126, 8083-T5 .050.678 •• 1.115 if • 56 GLAZING BEAD, 7/16" • 0 • • #985C, 608375 • • (USED W/ GRILL KIT) Rwn, Oster Roma By Oslo. Rangy F.K. 10/17106 B NO CHANGE THIS SHEET er F.K. 5/13/06 A NO CHANGE THIS SHEET Dralel er. F.K. Dew 2/26/06 cno2eoaer. J.J. 3/23/06 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34275 P.O. BO% 1529 NOKOMIS. F7 34274 1--1.513 1 II x.040 r- 1.443 .738 O SASH STOP COVER #4053, 6063-T5 1.383 13 FLANGE FRAME JAMB #4002A, 6063-T6 I.- -2.784 .678 1.096 I+ —" 1 53 GLAZING BEAD, 5/16" #4039B,6083 -T5 ••• • .683 • •• • • 1.087 •G1s4Z4Nd BEA�, 13/16" • • • 1/07, :06475• • • •• • ••• • • ••• • • P T EXTR(S,S�IS • • • • • • • • • • ▪ • • Taw • • • • • • • • • • • • ALUM. HORIZONTAL ROLLER WINDOW,NMPABT Visibly Better s.,mrea� HR710 sd. Half 7 m 11 Onawmg 4127 -10 Robert L. Clark P.E. PE 039712 Structural ••• • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • • • •• •• ANCHOR QUANTITIES, XOX (114 - 112 -114) WINDOWS TABLE 4 NOTES: 1. ANCHOR TYPES: 1 -1/4° ELCO TAPCONS 2 -1/4' ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5) GLASS TYPE> ANCHOR TYPE> & SUBSTRATE A,B,C,G,H,I D,E,F,J,K,L Z3, WOOD 2, CONC 1, CONC 2,3, WOOD Z CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W H HEAD & SILL co gmg HEAD & SILL ' 0) O0 HEAD & SILL co m HEAD & SILL to m HEAD & SILL 0) m HEAD & SILL 2, GLASS TYPES: A 5/16' LAMI - (1/8° A,.090, 118° A) B. 5/16° LAMI - (1/8° A,.090, 1/8° HS) C. 5/16° LAMI - (1/8" HS,.090, 1/8" HS) 53.125x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1+02 +1 +C2 +1 2 1 +C2 +1 +62+1 2 D. 7/16° LAMI - (3/16° A,.090, 3/16° A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +62 +1 3 1 +C2 +1 +62 +1 3 E. 7/16° LAMI - (3116° A,.090, 3/16" HS) F. 7/16° LAMI - (3/16° HS,.090, 3/16° HS) 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02+1 3 1 +02 +1 +62 +1 3 G. 13/16° LAMI IG - 1/8' OR 3/16° A, 5/16° OR 3/8' SPACE, 5/16° LAMI - (1/8°A,.090, 1/8° A) 1 +62 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +021-1 +02 +1 3 1 +C2 +1 +02+1 3 H. 13/16' LAMI IG -1/8° OR 3/16° A, 5/16' OR 3/8' SPACE, 5/16' LAMI - (1/8° A,.090. 118° HS) I. 13/16' LAMI IG OR 3/16° A, 5/16° OR 3/8' SPACE, 5/16° LAMI - (1/8° HS,.090, 1/8° HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +62 +1 +02 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 -1/8' 3 J.13/16' LAMI IG -1 /8' OR 3/18° A, 3/16° OR 1/4" SPACE, 7 /16" LAMI - (3/16' A,.090, 3/16°A) 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 K.13/16' LAMI IG -1/8" OR 3/16' A, 3/18' OR 1/4° SPACE, 7/16° LAMI - (3116' A,.090, 3/16° HS) OR 1/4° SPACE, 7/18' LAMI HS,.090, 3118° HS) 60.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2+1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +62 +1 +62 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +02+1 2 1 +02+2 +62 +1 2 L. 13118° LAMI IG -1/8° OR 3118° A, 3/18° - (3/18° 1 +C2+1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 i +62 +2 +62 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2+C2 +1 3 DIMENSIONS. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +62 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 HEAD & SILL: 10 1/2° MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE. 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+2 +C3+1 3 253/4° MAX. FROM CORNERS. JAMBS: 9' MAX. FROM CORNERS AND 22 1/2' MAX. O.C. 1+02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +03+2 +63+1 3 TABLE KEY: 74.000 x 38.375 48.000 50.625 54.000 80.000 83.000 1 +C2 +2 +C2 +1 2 1 +C2 +1 +02 +1 2 1 +02 +2+02 +1 2 1 +C2 +2+C2+1 2 1 +02 +2 +62 +1 2 1 +02 +2 +C2 +1 2 ® X O X +C3 +1 1 3 j--•-ANCHOR PER JAMB 1 +C2 +2 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2+02 +1 3 1 +p +2 +C2 +1 3 1 +02 +2 +02 +1 3 1 +03+4 QUANTITY f HEAD AND SILL ANCHOR QUANTITY. 1 +C2 +2 +C2 +1 3 1 +62+1 +62 +1 3 1 +C2 +2 +02 +1 3 1 +C2 +2+(2+1 3 1 +C2 +2+02 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +C2 +2+02 +1 3 1 +C2+2 +C2 +1 3 1 +02 +2 +02+1 3 A CLUSTER OF (3) ANCHORS CENTERED AT EACH MEETING RAIL PLUS (1) 1 +C2 +2 +62 +1 3 1 +02+1 +C2 +1 3 1 +C2 +2+02 +1 3 1 +C2 +2+(2+1 3 1 +02 +2+02 +1 3 1 +C3+2 +C3+1 3 ANCHOR AT EACH OPERABLE VENT 1 +02 +2 +C2 +1 3 1 +62 +1 +62 +1 3 1 +62+2 +62 +1 3 1 +03+2 +p+1 3 1 +C2 +2 +02 +1 3 1 +63+2+C3+1 3 PLUS (4) ANCHORS AT FIXED SECTION. (12) ANCHORS TOTAL AT HEAD AND SILL. 84.000x 38.375 48.000 50.625 54.000 60.000 63.0 00 1 +02 +2 +02 +1 2 1 +02+2 +62 +1 2 1 +C2+2 +C2+1 2 1 +62 +2+02 +1 2 1 +C2 +2+G2 +1 2 1 +02 +2 +02 +1 2 1 +02+2 +02 +1 3 1 +02+2 +C2 +1 3 1 +02+2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02 +2 +02 +1 3 1 +02+2 +02+1 3 (3" MIN. O.C. ANCHOR SPACING) 1 +02 +2 +02+1 3 1 +02 +2 +02 +1 3 1 +02 +2 +62 +1 3 1 +02 +2 +02 +1 3 1 +02 +2+02 +1 3 1 +02 +2 +02+1 3 1 +02+2 +02+1 1 +C2 +2 +C2 +1 3 1 +(2 +2 +C2 +1 3 1 +C2 +2 +C2 +1 3 1 +02+2 +62 +1 3 1 +02 +2 +C2 +1 3 1 +02+2+02 +1 3 1 +p +2 +03+1 3 1 +02 +2+02 +1 3 1 +02 +2 +62 +1 3 1 +03+2+03+1 3 1 +C3+2 +C3+1 3 3 25 3/4" max. -.--{F.-3'MIN. - Arraved lowmt 8 dis (.1 riptif +.er0- ' ':' ^ j ' II 1 1i X 1 i i i iii 1 0 -- -_---_/ -4 X 1 +02+2+02 +1 3 1 +C2 +2+02 +1 3 1 +03+2 +p +1 3 1 ++2 ++1 p p 3 1+62+2+62+1 3 1 ++2 ++1 p p 3 9° REF. 106.375x 38.375 48.000 50.625 54.000 60.000 83.000 1+02 +2 +C2 +1 2 1 +C2 +2+02 +1 2 1 +02 +3+02 +1 2 1 +02 +3+02 +1 2 1 +C2 +3 +02+1 2 1 +02 +3+62 +1 2 1-----.--__ -. .- 1 +C2 +3 +C2 +1 3 1 +02+2 +C2 +1 3 1 +C3+3+C3+1 3 1 +C3+3+C3+1 3 1 +C2 +3+02 +1 3 1 +03+4 +03+1 3 MTG. RAIL, TYP: ® 1 +C2 +3 +62 +1 3 1 +62 +2 +02 +1 3 1 +02 +3+02+1 3 1 +03+3+03+1 3 1 +02 +3+62+1 3 1 +0:3+4 +03+1 3 EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS 1 +03+3+03+1 3 1 +C2 +2 +02 +1 3 1 +03+3 +p +1 3 1 +02 +3 +63+1 3 1 +C.2 +3+62 +1 3 1 +C4 +4 +C4 +1 3 (SHOWN IN TABLE KEY ABOVE) 1 +C3+3+p +1 3 1 +62 +2 +02 +1 3 1 +04 +3+64 +1 3 1 +04 +3 +04 +1 3 1 +62+3+02 +1 3 1 +04+4 +04 +1 3 1 +03+3 +p +1 3 1 +62 +2 +C2 +1 3 1 +C4 +3+04 +1 3 1 +C4+3+04 +1 3 1+C3+3+C3+1 3 1 +64+4 +C4 +1 3 ► -25 3!4' MAX 111.000x 38.375 48.000 50.625 54.000 80.000 63.E 1 +C2 +3 +C2 +1 2 1 +C2 +2 +02+1 2 1+02 +3 +62 +1 2 1 +C2 +3+G2 +1 2 1 +C2 +3+02 +1 2 1 +02 +4 +62 +1 2 aid • ti &/2`•TYflI • • • •• I- ' MIN. 1 +62 +3 +62 +1 3 1 +62 +2 +C2 +1 3 1 +03+3 +p +1 3 1 +03+3+03+1 3 1 +G2 +3+02 +1 3 1 +03+4 +03 +1 3 i 9" REF. ri - P •• - S • • • �� �,y m [ G abed L. Clark, PE PE N35712 Structural 1 +02 +3 +C2 +1 3 1 +62 +2 +C2 +1 3 1 +C3+3+p +1 3 1 +p+3+C3+1 3 1 +C2 +3+02 +1 3 1 +p +4 +p +1 3 X••. •� • • ••• ••• •• 1 +p+3+63 +1 3 1 +62+2 +C2 +1 3 1 +p+3 +p +1 3 1 +p +3+p+1 3 1 +C2 +3+02 +1 3 1 +64 +4 +C4 +1 3 -�' `--��.. 1 +03+3 +03+1 3 1 +62 +2 +C2 +1 3 1 +C4 +3+04 +1 3 1+04 +3+04 +1 3 1 +C2 +3+02 +1 3 1 +C4 +4 +04 +1 3 MTG. RAIL, TYP. 1 +03+3+02 +1 3 1 +02 +2 +02 +1 3 1 +04 +3+04 +1 3 1 +C4 +3+04 +1 3 1+C3+3+C3+1 3 1 +05+4 +p+1 3 EXAMPLE.GLUSTER WW QTY. QF (4) A1IWORIS wmer • • • • • • • • • ANCH• O�iAG�S� >AG: /NG;X(�C(3/4.1 /2•x /4) : : sr so, lOB R+1-m: a REVISE ANCHORAGE FORMAT, HEAD B SILL CLUSTERS 1870TEGWOLOGYORNE NOKOMIS.FL34275 P.O. BOX 1529 NOKOMIS. FL 34274 7 ALUM .HORIZONTALROLLERWINDOW,'IMPAET NF.IGay F.K. ommec F.K. Data 5/13/06 mre 228/06 A ameaar J.J. ADD SPACE °"`°' 323/06 DIMENSIONS GLASS TYPES G THRU L. I Visibly Better eomeaome HR710 sma- NTS �°°" 8 m 11 0is4q�° 4127 -10 �" B ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR QUANTITIES, XOX (113 - 1/34/3) WINDOWS TABLE 6 NOTES: 1. ANCHOR TYPES: AN 1-1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3- #12 STEEL SCREWS (G5) GLASS TYPE) ANCHOR TYPE) & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD Z CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H HEAD & SILL co 2 HEAD & SILL co HEAD & SILL > co 4 HEAD & SILL o co 4. HEAD & SILL > co HEAD & SILL -7 co 2. GLASS TYPES: 2 A. 5116" LAMI - (118° A,.090,1/8° A) -t B. 5/16° LAMI - (118° A,.090, 118" HS) 48.000x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 C.5 /18 " LAMI -(1/8' HS,.090,1/8" HS) E.7/16 "LAMI- A) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2+1 +02 +1 (3/16"A,.090,3 3 E. 7118° LAMI - (3/18° A,.090, 3//1618° " HS) 71 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 F. 7/16" LAM1- (3/16° HS,.090, 3/16° HS) 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +I +C2 +1 3 1 +C2 +1 +C2 +1 3 G.13/16° LAMI IG -1/8° OR 3/16" A, 5/16" OR 3/8° SPACE, 5/16° LAMI - (118" A,.090,1/8" A) 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C 2 +1+C2 +1 3 1 +C2 +1 +C2+1 3 H. 13116° LAMI IG -118' OR 3/16° A 5/18' OR 3/8° SPACE, 5/18° LAMI - (118" A .090,1/8° HS) I. 13116° LAMI IG - 1/8' OR 3/16° A, 5/16° OR 318" SPACE, 5/16" LAMI - (1/8' HS,.090, 1 /8" HS) 1+C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 J. 13/16° LAMI IG -1/8° OR 3/16° A, 3116' OR 1/4° SPACE, 7/16° LAMI - (3116° A,.090, 3116° A) 53.125x 38.375 48.000 50.625 54.000 60.000 83.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2+1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2+1 2 K.13/16° LAMI IG -1/8' OR 3116° A, 3116° OR 1 /4° SPACE, 7/16° LAMI - (3/16° A,.090, 3/16° HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 L. 13/16° LAMI IG -118° OR 3/16" A, 3/16° OR 1/4° SPACE, 7/16° LAMI - (3/16° HS,.090, 3/16° HS) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2+1 +C2 +1 3 1+C2+1+C2+1 3 1 +02 +1 +02 +1 3 1+C2+1 +C2 +1 3 ® DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+(3+1 +C3+1 3 HEAD &SILL: 101/2' MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE 25 3!4° MAX. CM CORNERS 60.000x 38.375 48.000 50.626 54.000 60.000 63.000 1 +C2 +1 +C2+1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +02 +1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C. FROM 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 TABLE KEY: 1 +02 +1+C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 ® X 2 X 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 I1 +C3 +1 +C3 +1 1 3 I- - ANCHOR QUANTITY PER JAMB 1 +C2 +1 +02 +1 3 1 +02+1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2 +1 +C2 +1 3 1+C3+1+C3+1 3 1 +C2 +1 +C2 +1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1 +C3+1 +C3+1 3 1+C2+1+C2+1 3 1 +03+1 +63+1 3 HEAD AND SILL ANCHOR QUANTITIES 66.000x 38.375 48.000 56625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 1 +C2 +1 +C2 +1 2 A CLUSTER OF (3) ANCHORS CENTERED ON EACH MEETING RAIL PLUS (1) ANCHOR AT EACH OPERABLE VENT PLUS (1) ANCHORS AT FIXED SECTION. (9) ANCHORS TOTAL AT HEAD AND SILL. (3° MIN. O.C. ANCHOR SPACING) 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C 2 +1 3 1 +C2 +1+C2 +1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1+C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C 2+1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1+C2+1+C2+1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +03+1+ 3+1 3 1+C2 +1 +C2 +1 3 1+C2+1+C2 +1 3 1+03+1 +03+1 3'1 +C3+1 +C3+1 3 1+C2 +1+C2 +1 3 1 +C3+1 +C3+1 3 74.000x38.375 48.000 50.625 54000 80.000 83.000 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 1 +C2 +1 +C2 +1 2 I� I 25 3/4• A, AX -- .- �� -+-3° MIN. �1 +02+1 +02+1 3 1 +C2 +1 +(2+1 3 1 +C2+1 +02 +1 3 1 +C2 +1 +02 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 j I °9erim do ...,'.t. . i.. - r r _'°�?'- , ...�, 1 +C2 +1 +C2 +1 3 1 +C2+1+C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 J_ -- 1 t X ;t I tit 0 X 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2+1 3 1 +C3+1 +C3+1 3 9" REF. 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +03+1 3 1+C3 +1+C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 OF (3) ANCHORS 84.000x 38.375 46.000 50.625 54.000 60.000 63.000 1 +02 +1 +02+1 2 1 +C2+1 +C2+1 2 1 +C2+1 +C2 +1 2 1+C2 +1+(2+1 2 1 +C2+1 +C2 +1 2 1 +C2+1 +C2+1 2 MTG. RAIL,TYP.- CLUSTER W/ QTY. 1 +02+1 +C2+1 1 +C2 +1 +C2 +1 3 1 +(2+1 +t2+1 3 1 +C2 +1 +C2 +1 3 1 +02+1 +t2 +1 3 1 +02 +1 +02 +1 3 1+C2+1+C2+1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +03+1 3 1 +C3+1 +C3+1 3 EXAMPLE 3 (SHOWN IN TABLE KEY ABOVE) • • •• 1 +C2 +1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C2+1 +C2 +1 3 1 +C3+1 +C3+1 3 1+C2 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C2 +1 +C2 +1 3 1 +C3+1 +C3+1 3 F 25 3/4° MAX. 1 +C3 +1 +C3+1 3 1 +02+1+02 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C3 +1 +C3 +1 3 1 +04 +1 +C4 +1 3 1 I• • war 1Pj TYP• 4+a3 °1s11N• 88.437x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 +C2 +1 2 1+02+1+02+1 2 1 +C2 +1 +02 +1 2 1 +C2 +1 +C2 +1 2 1 +02 +1 +C2 +1 2 1 +C2+1 +C2 +1 2 + • • • • Robed 1. Clerk, P.E #3971 PE #39712 E structural 1+02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +03+1 +03+1 3 9° REF. • • • •X ••• • • 1 +C2 +1 +C2 +1 3 1 +C2+1 +C2 +1 3 1 +02 +1 +02 +1 3 1 +02 +1 +C2 +1 3 1 +C2 +1 +C2 +1 3 1 +03+1 +03+1 3• _� •• • •• 1 +02 +1 +02 +1 3 1 +02 +1 +02 +1 3 1 +03 +1 +03+1 3 1 +03+1 +C3 +1 3 1 +02+1 +C2 +1 3 1 +03+1 +C3+1 3 1 +02 +1 +02+1 3 1 +C2 +1 +C2 +1 3 1 +03 +1 +03+1 3 1 +03+1 +03+1 3 1 +03+1 +C3 +1 3 1 +C3 +1 +03+1 3 MTG. RAIL,TYP. A. 1 +C3+1 +C3 +1 3 1 +02 +1 +02 +1 3 1 +C3+1 +C3+1 3 1 +C3+1 +C3+1 3 1 +C3+1 +03+1 3 1 +C4 +1 +C4 +1 3 EXAMPLE•CLU$TER W1 .QTY. pF (4) PiQHOF S Render. mm: ewswe OmorIDm•. • • • • • • • • ANCF1O•RAC4 4PACINO, XCQX 4,14 -�1/3) • • Rend Or F.K. MS 10/17/ Itarbirm B REVISE ANCHORAGE FORMAT, HEAD $ S01 CLUSTERS 070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 -�- • • om • • • • • • • • • • • • ALUM. RORIZONTAL ROLLER•WINDOIM, IMPACT Readily F.K •. F.K. 5/13/06 Wit 228/06 A craws,, JJ. ADD SPACE DIMENSIONS GLASS TYPES G THRU L. D.. I 323/06 Visibly Hettes NTS 9 > 11 u•.c� 4127 -10 I B ••• • • • • ••• • • • • • • f • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • ••• • • ANCHOR QUANTITIES, XO & OX WINDOWS TABLE 4 NOTES: 1. ANCHOR 1 -1 2. GLASS A. 5/16° B. 5/18° C. E. E. 7/78° F. 7/16° G. H.13118° I. 13/18° J. 13/16' K.13/18° L. 3. WINDOW ® DIMENSIONS. HEAD TABLE & EXAMPLE TYPES: /4" ELCO TAPCONS 2 -1/4" TYPES: LAMI - (1/8" A,.090,1/8" LAMI - (1/8° A,.090,118° 5/16° LAMI - (118" HS,.090, 1/8° 7/16" LAMI - (3116" A,.090, 3116° LAMI - (3/16° A,.090, 3116° LAMI - (3116' HS,.090, 13/16° LAMI IG - 1/8° OR 3/16° LAMI 10 -118' OR 3/16° LAMI IG -1/8° OR 3116° LAMI IG -1 /8° OR 3/16° LAMI IG -1/8° OR 3/16° 13/16° LAMI IG -1/8° OR 3/16° ANCHOR QUANTITIES FOR WINDOW & SILL: 101/2" MAX. ON 183/4" MAX. FROM JAMBS: 9° MAX. FROM KEY: 0 X ELCO SS4 CRETE -FLEX 3 - #12 A) HS) HS) H) HS) 3/16° HS) A, 5/16° OR 3/8" SPACE, 5/18° LAMI A, 5/16° OR 3/8° SPACE, 5/16° LAMI A, 5/16° OR 318° SPACE, 5116" LAMI A, 3116" OR 1/4° SPACE, 7/16° LAMI A, 3116° OR 1/4" SPACE, 7/16° LAMI A, 3/16" OR 1/4" SPACE, 7/16' LAMI ARE PER ADJACENT TABLE AND BASED SIZES NOT SHOWN, GO TO NEXT LARGER EACH SIDE OF MEETING RAIL CENTERLINE. CORNERS. CORNERS AND 2212° MAX O.C. ANCHOR QUANTITY PER JAMB AND SILL ANCHOR QUANTITIES STEEL SCREWS (G5) - (1/8° A,.090, 1/8" A) - (1/8° A,.090,1/8" HS) - (1/8" HS,.090,1 /8° HS) - (3/16° A,.090, 3/16° A) - (3/16' A,.090, 3/16° HS) - (3/16' HS,.090, 3/16" HS) ON THE FOLLOWING WINDOW IN TABLE. GLASS TYPE> ANCHOR TYPE > & SUBSTRATE A,B,G,H C,D,E,F,I,J,K, L 2,3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC ZONES ZONES ZONES ZONES ZONES ZONES WINDOW SIZE W V H O j y X "E m g ' ci -3 W (7) x e8 m - O 6u,- _ 06 m g li C 6 y X e8 m O ( s "8 m g ra d y x .e$ m g ' 37.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C2+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 46.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C2 +1 3 1+C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+9 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3+1 3 53.125 x 38.375 48.000 50.625 54.000 80.000 63.000 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 1 +C2 +1 2 2 +C3 +21 3 ---- 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +03+1 3 l L 9° REF. �\`1°`R0'� MTG. CLUSTER HEAD A 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C2 +1 3 1 +C3+1 3 CLUSTER OF AN EEORS ON THE MEETING RAIL (2) ANCHORS AT OPERABLE ATHE D. N TOTAL AT HEAD AND SILL MIN. O.C. ANCHOR SPACING) MAX. f+ 3° MIN. I 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 -18 CENTERED PLUS ANCHORSTOTA ANCHORS (3" 3/4° 1 +C3 +1 3 1 +C2 +1 3 1 +C3+1 3 1 +C3+1 3 1 +C2 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C3 +1 3 1 +C3+1 3 1 +C3 +1 3 1 +C3+1 3 60.000 x 38.375 48.000 50.625 54.000 60.000 63.000 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 2 1 +C2 +1 2 2 +C2 +2 2 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C2 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1+C3+1 3 1 +C2 +1 3 2 +C3+2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 1 +C3 +1 3 1 +C2 +1 3 2 +C3 +2 3 p 01"� 1 ;.,, iii NO1 ��rsyLt! JS�_ 1 :_ .��- - 1 +C3+1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3+1 3 1 +C3 +1 3 2 +C4 +2 3 X RAIL 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3+1 3 1 +C3 +1 3 2 +C4 +2 3 W/ & QTY. OF (3) ANCHORS 66.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +C2 +2 2 1 +C2 +1 2 2 +C2 +2 2 2 +C2 +2 3 1 +C2 +1 3 2+C3+2 3 2 +C2 +2 3 1 +C2+1 3 2+C3+2 3 2 +C3 +2 3 1 +C2 +1 3 2 +C3 +2 3 2 +C3+2 3 1 +C2 +1 3 2 +C3 +2 3 2 +03+2 3 1 +C2 +1 3 2+C3+2 3 2 +C3 +2 3 1 +C2 +1 3 2 +03+2 3 EXAMPLE (SHOWN 3 1 IN TABLE 3//4° "I • W/ KEY ABOVE) MAX. hr1 �° - •• • e I•~3P MW. • • • • • • • j ••• • • I • • • 2 +C3+2 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 1 +C3 +1 3 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 1 +C3 +1 3 2 +C4 +2 3 r ••• I 18 74.000 x 38.375 48.000 50.625 54.000 60.000 63.000 2 +C2 +2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C2 +2 2 2 +C3 +2 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2 +C3 +2 3 • -- . 1 9° REF. I• X• -r- MTG. RAIL CI,uSTF•R °best L. Clark. RE. PE 939712 Sh'uctfel 2 +C3+2 F 2 +C2 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C2 +2 3 2+C3+2 •• • • •• QT.Y•OF 44) ANCMRS • 2 +C3 +2 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C3 +2 1 +C3 +1 3 2 +C4 +2 3 2 +C3 +2 3 2 +C3 +2 3 2 +C4 +2 3 2 +C3 +2 1 +C3 +1 3 2 +C4 +2 3 2 +C4 +2 4 2 +C3 +2 3 2 +C4 +2 3 mar ate.. 1070 TECHNOLOGY DRIVE NOKOMIS. FL 34215 P.O. BOX 1529 NOKOMIS, FL 34274 P T • • • • • • • • • ANCI1)7iAGG SSPACIl , O)tASD j(O.IAINDDVCS a°re°ay F.X. amg 10117/08 R°rtrben• B REVISE ANCHORAGE FORMAT, HEAD & SILL CLUSTERS T'°6' • • • • • • • • • • • ■ ALUM. RORIZ6NTAL ROLLERaWINDOVV} IMPACT Rend fly F.K. OVA 5113/06 A ADD SPACE DIMENSIONS TO GLASS TYPES G THRU L. Visibly Better HR710 NTS ° 10 11 412710 I B 0.0.8r F.K. 2/18/06 y.j. J.J. m�. I 3/23/06 ••• • • • • s.. • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •S 000 • • • 000 • 5 3KSI CONC. lx WOOD BUC (SEE NOTE 3) 3KSI CONC. ® CONCRETE ANCHOR W/ #12 HEAD SEE NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) DETAIL A DETAIL C 1 3I8° MIN. 1 /4° MAX. SHIM 2x WOOD BUC (SEE NOTE 3) ® WOOD ANCHOR W/ #12 HEAD SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) TYPICAL HEAD SECTIONS C] EXTERIOR INTERIOR (HEAD & SILL DETAILS) CONCRETE ANCHOR W/ #12 HEAD (SEE OTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) 1/4° r—SHIM MAX a• • 1 3/8 M® • 2x WOOD BUC (SEE NOTE 3) DETAIL B 1/4° MAX. SHIM NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI DADE EOUNTY ® APPROVED 1/4° ELCO TAPCONS OR 1/4° SS4 CRETE -FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 2 °. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 STEEL SCREWS (G5) OR ® 1/4° SS4 CRETE -FLEX 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2°. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° MIN. THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OF 1/8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. 5. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 (SUPPLEMENT 2005). 1/4° MAX. SHIM f- WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 8-10) A WOOD ANCHOR W/ #12 HEAD (SEE NOTE 2 THIS SHT. AND NOTE 3 SHTS. 6.10) 1/4' $MHIM MAX. 1 3/8° MIN. TYPICAL SILL SECTIONS •. • . DETAIL D 51 DETAIL E 114° MAX. SHIM CONCRETE ANCHOR W/ #12 HEAD (S NOTE 1 THIS SHT. AND NOTE 3 SHTS. 8-10) • • • •• • Readily F.K. 10/17106 wm 5/13/0• Rmielara REVISE EDGE GIST. , EMBEDMENT& SHT. REFERENCES lierad F.K A ADD NOTE 5. pawn by F.K. Os 2/28/06 LWOW Bp,- J.J. awa � 3/P3/O6 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P. BOX 1529 NOKOMIS, FL 34274 PA GT 3/8' MIN. 2x WOOD BUCK f —(SEE NOTE 3) INTERIOR (BOTH JAMB DETAILS) EXTERIOR 1 1/4° MIN. (1.5KSI CMU) OR : 1 318° MIN. (3KSI CONCRETE) •• • DETAIL F x WOOD BUCK .EE•1•VOTB3! • • • ••• • • • • • • •• Ty},'ICAl. JAMEL,§F•CTIQNS • • • • • • • • • • • • • ANC1 F GE BETAI : : • • • VW • • • • • • • • • • • • ALUM. PIORIZVNTAL ROLLEFPWINDOVI! IMPACT Visibly Better s°a+uoam HR710 Half axe 11 a 11 m»ww 4127 -10 8 Robert L. Clark, P,E. PE #39712 Structural ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/bgallanacode • • • • •••• • • • •• • •• • • • • • • •• • • • • • • • •••• •••• • This NOA is being issued under the applicable rules and regulations governing the tkpACConstrtIt414 ' materials. The documentation submitted has been reviewed by Miami -Dade County•IIreduct Control Division • and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dada,C'ounty andotfi®eareas • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dada County Pre "tontro? • Division (In Miami Dade County) and/or the AHJ (in areas other than Miami DadeeCowflty) reseM'Qhe right to have this product or material tested for quality assurance purposes. If this proaAct or materiel •fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series C -740 Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by 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 # 05- 1129.11 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • • where allowed by the Authority Having Jurisdiction (AHJ). NOA No. 08- 0117.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 Page 1 • • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 tbrough 13 of 13, dated 12/17 /02 with revision "D" dated 06/23/05, prapargdby manufacturer, signed and sealed by Lucas A. Turner, P.E. • • • • • • • • • • • • • •• B. TESTS • • 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per: C, TAS ../(2/.•94 2) Large Missile Impact Test per FBC, TAS 201s94.. .. • 3) Cyclic Wind Pressure Loading per FBC, TA8•201,94 : ' • •' along with marked -up drawings and installation diagram of twt3 tit/ Ming aluminum casement windows, prepared by Fenestration Testing Laboratoryy, Tie §t Repot' Ne. FTL 4608 dated 05/10/05, signed and sealed by Edmundo Largicsp4ia, P.F. •„ (Submitted under NOA# 05- 1129.11) 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 4607 dated 05/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 05- 1129.11) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3729 dated 2/28/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02)" 4. 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 two outswing aluminum casement windows, prepared by Fenestration Testing Laboratory, Test R No. FTL 3587 dated 10/8/02, signed and sealed by Jo e Chan, P.E. (Submitted under NOA# 03- 0611.02) • • • E -1 • • • • • • • • • Manuel Pe Product Control NOA No. 08- .11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. 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 -9'4 "" 6) Forced Entry Test, per FBC 2411 3.2.1 and TABS; /Q2 :94 r•.:• along with marked -up drawings and installation diagram of one °Wain aluminum casement window, prepared by Fenestration Testing Laboratory, T. st4sport Nee ETL 3582 dated 10/3/02, signed and sealed by Joseph Chan, P.E. • • • • •••• (Submitted under NOA# 03- 0611.02) • : • • .... • •. 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC,TAS 202•44 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 three aluminum outswing casement windows, prepared by Fenestration Testing Laboratory, Test Report No. FTL 3580 dated 10/3/02, signed and sealed by Joseph Chan, P.E. (Submitted under NOA# 03- 0611.02) C. CALCULATIONS 1. Revised Anchor Calculations and structural analysis, prepared by manufacturer, dated 11/21/05, signed and sealed by Lucas A. Turner, P.E.Complies w /ASTM E 1300 -98 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. F. 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. G. OTHER 1. Notice of Acceptance No. 05- 1129.11, issued to PGT Industries for th- 'es C -740 Aluminum Casement Window — L.M.I., approved • s 0� 3/06, exp 5/22/08. Manuel P P.E. Product Contro finer NOA No. I : 17.11 Expiration Date: May 22, 2013 Approval Date: May 15, 2008 E -2 • •• • • • • • • • 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 INTERLAYER OF SOLUTIA OR DUPONT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER 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 INTERLAYER OF SOLUTIA OR DUPONT PVB. D. 7/16° LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS W/ AN .090 INTERLAYER OF SOLUTIA OR DUPONT PVB. CONFIGURATIONS OPTIONS i x 1 0 x 0 x x I 0 I x x 0 0 x x 0 x UNEQUAL LITES x 0 UNEQUAL UTES 0 x UNEQUAL LITES NOA DRAWING TABLE OF CONTENTS SHEET NOTES 1 GLAZING DETAILS 2 ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5 -9 SECTIONS 10 CORNER CONSTRUCTION 11 EXTRUSION PROFILES 11 -12 PARTS LIST 12 ANCHORAGE 1,3,4,13 E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. A F. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8° ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. ® G. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) 7/16" LAMINATED COMPONENT WITH AN AIR SPACE. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT PVB INTERLAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX AND 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98. A B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98. C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X° CONFIGURATIONS SEE SHEET 5. E. FOR "XX" CONFIGURATIONS SEE SHEET 6. F. FOR H4 "XOX" & "0" CONFIGURATIONS SEE SHEET 7. G. FOR 1 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 8. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 9. £4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 3, 4 AND 13 FOR ADDITIONAL ANCHORAGE INFORMATION. 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 A SEE SHEET 13 FOR APPROVED ANCHORS. 1/4" TAPCONS OR 1 /4" SS4 CRETE -FLEX MAY BE USED IN CONCRETE OR WOOD APPLICATIONS TO ACHIEVE THE DESIGN PRESSURES SHOWN IN SHEETS 5 THROUGH 9. SEE SHEETS 5 TdRCIUMI: FrAIDE.SINN tRenLI?E LIMITATIONS WHEN ANCHORING WITH #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, FTL -3729, FTL4607 AND FTL -4608. PRODUCT RENEWED 19 cOrgl :g c.,g44:t41xi.lat$A8 C a rte./sr F.K. Revada7 PK. Dam: 3!25/03 am 7/10103 Rea.b. B Revklons ADD 13118' 1.13. 61 MOVE GLAZING DETAILS TO SHEET2 NO CHANGE THIS SHEET Read ay. Dale: Revpb": F.K. 603,05 D Cramer Date: C",tMCP F.K. 12717/02 ADD 78'H7, GLASS TYPES FAND G. REVISE ANCHORAGE. Dam: 1070 TEC,LVOLOGYDRIVE *050105, FL 34275 P.0 SOX 1529 NOK01AS. FL 34274 P Visibly Better NQT;S AND JABIr QF CONVNIr Ira• • • • • • • • • • DA &UMINUA CASGMkNT AN1JQW, IMPACT — R5252& s& eAr b • aas CA -740 I NTS 1 13 I 7045 -8 I D l 1/42. f/ 5- Lucas A. Turner, P.E. PE #58201 Medtauloal ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • 0 1/8" ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERLAYER I-- 1/8" HEAT STRENGTHENED GLASS 30 31 3/8" AIR SPACE — 1/8" HEAT STRENGTHENED GLASS .65° NOM. GLASS BITE 32 5/16" LAMINATED GLAZING DETAIL 3/16° ANNEALED OR HEAT STRENGTHENED GLASS 86 13/ 6" 5/16° LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 PVB INTERLAYER 1/8° HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE NOTE: PVB INTERLAYER IS BY SOLUTIA OR DUPONT .090 PVB INTERLAYER 3/16° HEAT f-- STRENGTHENED GLASS .65° NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL 3/16" ANNEALED OR HEAT STRENGTHENED GLASS AIR SPACE 1/8° ANNEALED GLASS 13/16° 13/16" I.G. W/ 5/16" LAMI GLAZING DETAIL 7/16° LAMINATED COMPONENT .090 PVB INTERLAYER 3/16" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE • • • • • • • • • • • • • • 13464° I.0 . W/ 7/ f6" LAIOII GLAZING DETAIL • • • • • •• Revs E6y F.K RendBy F.K Ray. By F.K DmnBy. FR: 325/03 Revisions: B REDRAW GLAZING DETAILS & ADD 13H8'LG. Dale: 7/10/03 Dab: 8/23105 ReeBweor C RBSbbnC NO CHANGE T1-11S SHEET ADD 13/15' LAMI LG. W /7 /161AM1 & CORRECT 5/1B' LAMI DETAIL 0325103 Checked By. 070 TECHNOLOGY DRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 P G•A?SING DE JAILI • • ' • • • • • �AeUMINUM6CASBNIONT MAIDOW,. MPACT Visibly Better CA -745 1 NTS 2 n 13 7045 -8 LucVS A Turner, P.E. PE 956201 Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • CENTERLINE 1 1/2" 1 1/2" ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. SEE MID -SPAN ANCHOR DETAIL TYP. (2) Aill 7 "11, ANCHOR LOCATION TYP. 4" MAX. 4" MAX. MEETING RAIL DETAIL (SEE SHT. 1 NOTE 4) 4" MAX. 14" MAX. 30" MAX. f•- DAYLIGHT- - OPENING 134° MAX. WIDTH 53" MAX. DAYLIGHT OPENING I hl I DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 74" MAX. WIDTH 30° MAX. DAYLIGHT OPENING 13" MAX. O.C. tti 4° MAX. �\ X N 4" MAX. J I 30° MAX. —DAYLIGHT -- OPENING I SEE MEETING r j� TRyAIL/DETAIL 1 TYP. (2) A 69" MAX. DAYLIGHT OPENING -14 1/2" MAX. O.C. TYP. ELEVATION "B" - "XX" (SEE SHEET 7 FOR PRESSURES) NOTE: °X" PANEL MAY SWING IN EITHER DIRECTION KZ( 13" MAX. O.C. 37" MAX. --+- 60 MAX FIXED VENT TYP. 69" MAX. DAYLIGHT OPENING 76° MAX. HEIGHT ••• • • •! • • •• A 76" MAX. HEIGHT 11/2".NAX. O.Ci VtNi HI.AD & SILL ONLY • •• • • • • ••• • SEE TIj4RAI•QEfAICTtP.j4)••• ELEVATION "A" - °XOX" (SEE SHEETS 7 -9 FOR PRESSURES) Reatle7 FIG 325/03 ReNebs CHANGE SHEET NO. REFERENCES Remo F1' Remo er FK ate 7/10/03 Date Revisions C Revisions: ADD HINGE LOCATION DETAILS CHANGE MAX. HT. TO 78' AND MAX. DLO TO Br mee er F.K. 12/17/02 Cheek a Rr tree: 1070 TECHNOLOGY DRIVE NORMS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Vi.illigjbbeBetrcv • Xx° dl XO) nEtwA•TIONS • • : • • • • ISEEIVEWIED as plyt cp. %AAthe MAU Baiding e ,G •13 By iii • IX =.us rm. ; • • • • • • • • :41.3.I4N8Nl'r/{tSE1EZT•UV Dpvg 1J IPACT 174s1 3 rn 13 7045-8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Lucas A Tumer, P.E. PE 058201 Mechanical DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SILL HINGE LOCATION DETAIL 14 1/2" MAX. O.C. VENT HEAD & SILL ONLY 13" MAX. O.C. 37" MAX. WIDTH 30" MAX. DAYLIGHT -.- OPENING 4" MAX. i / 69" MAX. DAYLIGHT = OPENING 76" MAX. HEIGHT L 4" MAX. L14 1/2" O.C. ELEVATION "D" - (SEE SHEET 5 FOR PRESSURES) SEE MID -SPAN ANCHOR DETAIL --\\( SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 4" 30" MAX. DAYLIGHT OPENING 97" MAX. WIDTH SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (4) 13" MAX. O.C. 60" MAX. WIDTH 53" MAX. DAYLIGHT OPENING 0 69" MAX. DAYLIGHT OPENING 4" MAX. 4" MAX. L ELEVATION "E" - "O" (SEE SHEET 7 FOR PRESSURES) 53" MAX. DAYLIGHT OPENING Rend ey F.K Data 325/03 8 CHANGE SHEET NO. REFERENCES Date: 0/23/05 am 7/10/03 Data 12/17/02 nee:++"e< C awrsbar D F.K ADD HINGE DETAIL & HINGE LOCATION NOTES I---1� 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 76" MAX. HEIGHT PRODUCT RENEWED is serm•ying with tise Haab A.1:7C5N EapicvilnuDX) .!/.111 {/-iS�.• 76" HEIGHT SEE MEETING sr �/� RAIL DETAIL SHT. 3 0 - TYP. (2) • • •• I -. —x-13° MAX' Q.C. • • • • • • • • •• 37" MAX. VENT 60" MAX. FIXED -I ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) •• ••. ••• • ••• • Jr: 'r° %COQ ck"tLEVATi15N1 CHANGE MAK HT. TO 76' AND MAX DLO TO 09" 1070 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Imes • • • • • • • • • 'Afl1/DIINUM ASEIYIENT V�7 Q 1 ?MPACT see" I...4""e 4 a 13 7045-8 CA-740 I NTS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D (Vs Vac" Lucas A. Turner, P.E. PE 058201 Mechanical 'r \l� I(` / T II` • i .:.f • • Rend ey F.K Data 325/03 8 CHANGE SHEET NO. REFERENCES Date: 0/23/05 am 7/10/03 Data 12/17/02 nee:++"e< C awrsbar D F.K ADD HINGE DETAIL & HINGE LOCATION NOTES I---1� 13" MAX. O.C. NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 69" MAX. DAYLIGHT OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 76" MAX. HEIGHT PRODUCT RENEWED is serm•ying with tise Haab A.1:7C5N EapicvilnuDX) .!/.111 {/-iS�.• 76" HEIGHT SEE MEETING sr �/� RAIL DETAIL SHT. 3 0 - TYP. (2) • • •• I -. —x-13° MAX' Q.C. • • • • • • • • •• 37" MAX. VENT 60" MAX. FIXED -I ELEVATION "F" - "XO" & "OX" UNEQUAL LITE (SEE SHEETS 8-9 FOR PRESSURES) •• ••. ••• • ••• • Jr: 'r° %COQ ck"tLEVATi15N1 CHANGE MAK HT. TO 76' AND MAX DLO TO 09" 1070 TECHNOLOGYDRNE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 Imes • • • • • • • • • 'Afl1/DIINUM ASEIYIENT V�7 Q 1 ?MPACT see" I...4""e 4 a 13 7045-8 CA-740 I NTS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D (Vs Vac" Lucas A. Turner, P.E. PE 058201 Mechanical COMPARATIVE ANALYSIS TABLE 1. "X" WINDOWS TEST REPORTS: FTL -3582, FTL -3587, FTL -3729 GLAZING OPTIONS: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) B. 5/16" LAMI (1/8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1 /8 "HS,.090,1 /8 "HS) "X" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 68 69 72 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 191/8 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,E -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 24 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,E -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 28 1/2 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,E -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 A -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.8 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,E -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 A -90.0 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,E -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 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 B,E -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 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 nanucsaavesso "" �� • ' B,E -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 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,E -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. "X" WINDOWS TEST REPORTS: FTL -3580, FTL -3587 GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /161 -IS) ALL "X" SIZES UP TO 37" WIDE x 63" HIGH AND ALL "X" SIZES UP TO 32" WIDE x 72" HIGH I -90.0170.0 PRODUCT MEWED ..scomplyingwithem Balding Cede A usoo ND •li pm' TABLE 2A. "X" WINDOWS TEST REPORTS: FTL -4607, FTL -4608 0 GLAZING OPTIONS: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) F.13/16" LAMI (1/8 "A,AIR SPACE, 7 /16" LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X" SIZES UP TO 37" WIDE x 76" HIGH -55.0 55.0 NOTES: ® feel ••• • • • • • X �• 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, USE ELCp 11413APtOIS t IR' 1/4° SS4 CRETE -FLEX ANCHORS. • • • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.8 P.S.F. • • • ••• • • • • • • • • •• O-- 7- l / �� Lucas A. Turner, P.E. PE 058201 Mechanical mm7 FA De 3/25673 ae , B ADO GLASS TYPE ETO TABLES 164 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. e0K 1529 NOKOMIS, Ft 34274 • • • • • bRraSURES••XLQIVFIG. VYhDDVIIS 4m.. • • • • • • • • • • 'ACl(►DIINUI (ASet eNT IM DOWnMIPACT "ewaer F.K Dore 7/10/03 6°r4rma C NO CHANGE THIS SHEET Fir 6/23/05 D REVISE ANCHORS S ADD 76- HEIGHT OPTION ctn.'s).. F.K. care: 12/17/02 CImr3'n)e7 mm. I Vu■bfy Better CA-740 �° NTS sex I 5 m 13 R°iVC"O 7045 -8 �°" D ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• feel 000 • • • 000 • • COMPARATIVE ANALYSIS TABLE 3. "XX" WINDOWS TEST REPORTS: FTL -3582 WIDTH GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1 /8 "HS) HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 63 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 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 NEG -75.0 POS NEG POS 70.0 -75.0 70.0 43 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 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 1/8 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 57 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 60 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 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 X 68 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 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 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. "XX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1 /8"HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5/16" LAMI W/ 1/8 "HS,.090,1 /8"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH -75.01 70.0 TABLE 5. "XX" WINDOWS TEST REPORT: FTL -3580 GLAZING OPTION: C. 7/16" LAMI (3116"A,.090,3/16"HS) ALL "XX" SIZES UP TO 74" WIDE x 63" HIGH 1 -90.01 70.0 TABLE 5A. "XX" WINDOWS TEST REPORTS: FTL -3580, FTL -4607, FTL -4608 GLAZING OPTIONS: C. 7/16" LAMI (3/16 A,.090,3/16"HS) F.13/16" LAMI (118 "A,AIR SPACE,7 /16" LAMI -W/ 3/16 "A,.090,3 /16"HS) ALL "XX" SIZES UP TO 74" WIDE x 76" HIGH 1 -55.0 1 55.0 NOTES: A • • ••• • • • • • • • 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLE, USE ELCp 174 rAF4OolS DR 1/4" SS4 CRETE -FLEX ANCHORS. • • • • 2. IF INSTALLING W •• ITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • ••• •• • • • •• Rend Sr bob: Rend sr. RavN m: Revadar bale. Ravlaars F.K 0123/05 D REVISE ANCHORS S ADO TABLES 75'HEIEHTOPTION 'bee. Ely baR Checked fly bma: F.K. 12117102 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 •• •• ••• • ••r PitaSURSS 6X14 CQNFIG.01117CANS Visibly Better PRODUCT RENEWED as complyin nab Mg ROMS %NagCede Asa NO • ; • 0 etc Dsee , /.CL;% rme:• • • • • • • • • • 'AMIIIINUMQASL' +l TENT IM DOW`WMPACT barbablet rela4o r NTS 6 13 7045 -8 Rer D Lucas A Turner, P.E. PE 028201 Mechanical ••• e • • • ••• • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • •• •• • • COMPARATIVE ANALYSIS TABLE 6. °0" & °114.12 -1/4 XOX° WINDOWS TEST REPORTS: FTL -3582, FTL -3729, FTL-4807, FTL-4808 WIDTHS "0" "XOX" GLAZING OPTIONS: A. 5116° LAMI (1/87+,.090,18'HS) B. 5/18° LAMI (1/8°HS,.090,18°HS) C. 7/16° LAMI (3/16"A,.090,3/16°HS) E. 13/16" LAMI (1/8"HS,3/8" SPACE,S/16° LAMI -W/ 1/8"HS,.090,1 /8°HS) F.13/16" LAMI (1/8°A,AIR SPACE,7/16" LAMI -WI 3/16°A,.090,3116"HS) HEIGHT 26 31 38 38318 43 48 50 5/8 54 60 72 78 NEG POS NEG POS NEG 36 72 -75.0 70.0 -75.0 70.0 -75.0 POS 70.0 NEG POS NEG POS NEG POS NEG POS -70.4 70.0 -80.4 60.4 -54.3 54.3 -51.1 51.1 NEG POS NEG POS NEG POS NEG POS 47.9 -44.8 44.8 -42.2 42.2 -39.7 39.7 B,E -76.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 70.0 C,F -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 70.0 -90.0 70.0 37 3912 74 -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 -48.4 -43.5 43.5 -41.1 41.1 -38.6 38.6 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 79 C,F 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 -55.01 55.0 -55.01 55.0 -76.0 70.0 -75.0 70.0 -87.8 87.8 -62.1 62.1 -55.7 55.7 -49.8 49.8 -46.9 -43.6 -41.1 41.1 -38.6 38.6 -36.6 36.5 B,E C,F -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 -90.0 42 84 A -75.0 70.0 -70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 -87.4 70.0 -632 70.0 -75.0 70.0 -62.4 62.4 -58.4 58.4 -83.3 63.3 -56.4 56.4 -53.4 -46.9 -44.3 44.3 -41.9 41.9 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 45 90 A -75.0 70.0 -70.3 70.0 -58.0 58.0 -54.6 54.6 -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0 -84.5 70.0 70.0 -75.6 70.0 -55.01 55.0 -59.3 69.3 -53.6 53.8 -50.9 50.9 -47.5 47.5 -44.7 44.7 -42.1 -39.7 39.7 B,E -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F 48 98 A -90.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -882 70.0 70.0 70.0 -72.4 692 -55.01 55.0 70.0 -65.0 65.0 -54.3 54.3 -51.1 51.1 -55.1 55.1 -51.4 51.4 -48.8 48.8 45.3 -42.5 -40.4 40.4 -38.4 38.4 B,E -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 -76.0 70.0 -75.0 70.0 -76.0 70.0 70.0 5012 101 53 1/8 10838 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -75.0 70.0 -60.8 60.8 -51.3 51.3 -48.3 48.3 -90.0 -62.7 70.0 -86.0 52.7 -48.7 48.7 70.0 -75.0 70.0 70.0 -64.1 64.1 -55.01 55.0 -48.9 46.9 -43.5 -41.3 41.3 -39.2 39.2 -37.1 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 70.0 -75.0 70.0 -90.0 -58.7" 70.0 -90.0 70.0 -75.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 70.0 -5321 632 70.0 -90.0 70.0 -812 70.0 70.0 -70.3 70.0 58.7 -48.7 48.7 36.4 45.4 -50,0 50.0 -442 44.2 -422 422 -40.1 66.8 63.5 60.5 -49.61 49.6 40.1 -38.0 38.0 -36.2 362 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -72.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -88.8 70.0 -76.4 70.0 -71.1 70.0 -66.6 68.5 54 108 A -75.0 70.0 -58.2 58.2 -47.9 47.9 -44.6 44.5 -49.1 49.1 -45.3 45.3 -43.4 43.4 -41.9 41.9 -39.8 63.0 39.8 -60.0 60.0 -57.3 -49.4149.4 -37.6 37.6 35.9 5512 111 B,E C,F 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 -71.8 70.0 -90.0 70.0 -90.0 -75.0 70.0 -57.1 70.0 67.1 -90.0 70.0 -90.0 70.0 -86.9 70.0 70.0 -70.1 70.0 -65.4 65.4 -61.8 -48.4 48.4 -43.3 43.3 -47.5 47.5 -43.9 -422 42.2 -40.8 40.8 -39.1 39.1 -59.1 59.1 -56.4 -52.81 82.8 45.21 45.2 -37.2 372 -35.4 35.4 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.5 70.0 -75.0 70.0 -75.0 70.0 70.0 -70.8 70.0 C,F -90.0 70.0 67 114 5812 117 A -75.0 70.0 -90.0 -582 70.0 -90.0 70.0 -90.0 70.0 582 -44.8 44.8 32.1 42.1 -84.3 -46.2 70.0 70.0 -68.4 68.4 63.8 -60.1 60.1 -54.8 54.8 -51.11 51.1 46.2 42.5 -41.2 41.2 39.8 -38.6 38.5 -34.8 34.8 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -73.3 70.0 C,F LA -90.0 `742 70.0 70.0 -90.0 -55.0 70.0 -90.0 70.0 -90.0 70.0 -81.8 70.0 70.0 66.7 -61.8 61.8 -58.7 55.0 -43.4 43.4 -40.9 40.9 -44.8 44.8 -41.3 41.3 -402 402 -38.7 38.7 -37.8 37.6 -55.9 -532 53.2 42.6142.6 -34.2 342 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -72.2 70.0 -88.4 68.4 60 120 C,F A -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -79.4 70.0 -69.0 -60.4 -57.3 57.3 -54.5 -51.6 -72.9 70.0 -53.4 53.4 422 42.2 -39.7 39.7 -43.6 43.5 -40.4 40.4 -39.2 39.2 -37.6 37.8 38.7 35.5 -33.7 33.7 B,E -75.0 70.0 -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 -73.3 70.0 70.0 -67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 67.3 -63.3 -59.1 59.1 55.9 -53.0 53.0 -50.0 TABLE 7. TEST REPORT: FTL-3580 • NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE A 1/4" SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. s. TAttoltis 1514 4 2 4 0 Rand Ot Da. F.K 3/2890 Rowe Br F.K wwder F.K. omen Br F.K Rowsions 8 ADD GLASS TYPE E TO TABLES R.t Dom NO CHANGE THIS SHEET CHANGE ANCHORS AND ADD 76' HT. OPTION Oake 1070 TECHNOLOGY ERNE NOKOMIS, FL 9427S sp Lucas A. Turner, P.E PE *58201 Mechanical • COMPARATIVE ANALYSIS TABLE 8. "XO" OR "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 GLAZING OPTION: A. 5/16" LAMI (1/8 "A,.090,1/8 "HS) "XO" WIDTH "XOX" WIDTH HEIGHT 26 31 36 38 3/8 43 48 50 5/8 54 57 60 83 NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 37 551/2 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 72 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 70.0 491/3 74 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 70.0 531/8 79 2/3 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 58 84 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 -82.7 62.7 -60.4 60.4 60 90 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 - 83.9 63.9 -60.0 80.0 -58.5 58.5 - 58.2 56.2 -53.4 53.4 64 96 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 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 - 66.4 86.4 -58.2 582 - 55.6 55.6 -52.6 52.8 -49.4 49.4 -45.9 45.9 -43.1 43.1 70.917 108 3/8 A -75.0 70.0 -75.0 70.0 -75.0 70.0 -71.8 70.0 -61.8 81.8 -55.1 55.1 -51.9 51.9 -48.9 48.9 -45.8 45.8 -42.8 42.8 -40.3 40.3 72 108 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 -12.2 42.2 -39.7 39.7 74 111 A -75.0 70.0 -75.0 70.0 -73.7 70.0 -87.9 67.9 -59.0 59.0 -52.8 52.8 -49.9 49.9 -48.4 46.4 -43.5 43.5 -41.1 41.1 - 38.6 38.6 1 3 X 1 3 0 X X O 0 X TABLE 9. "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS TEST REPORTS: FTL -3582, FTL -3729 GLAZING OPTIONS: B. 5/16" LAMI (1/8"HS,.090,1/8 "HS) E. 13/16" LAMI (1/8 "HS,3/8" SPACE,5/16" LAMI -W/ 1 /8 "HS,.090,1/8"HS) ALL "XO" OR "OX" SIZES UP TO 74" WIDE x 63" HIGH AND ALL "1/3- 1/3-1/3 XOX" SIZES UP TO 111" WIDE x 63" HIGH x75.0 I 70.0 TABLE 10. "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" WIDE x 63" HIGH AND ALL "1/3-1/3 -1/3 XOX° SIZES UP TO 111" WIDE x 63" HIGH -90.01 70.0 coVegrek G. Rota TABLE 10A. "XO" or "OX" & "1/3- 1/3 -1/3 XOX° WINDOWS TEST REPORTS: FTL -3580, FTL-4607, FTL -4608 GLAZING OPTIONS: C. 7/18" LAMI (3116 "A,.090,3 /16"HS) F.13/16° LAMI (1/8 "A,AIR SPACE, 7 /18° LAMI -W/ 3/16 "A,.090,3 /16 "HS) ALL "X0° OR "OX" SIZES UP TO 74" WIDE x 76" HIGH AND ALL "1/3- 1/3 -1/3 XOX° SIZES UP TO 111" WIDE x 76" HIGH I -55.01 55.0 NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, jl$E F•I•Cj)144" IAPC &)NS QR • • • 1/4" SS4 CRETE -FLEX ANCHORS. • • • • • • • • • 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • • •• ••• •• • • • •• •• • ••. Rene Or F.K. R.redBr FK 3/15/03 Sam: 7/10/03 B Rerffi6,¢ ADD GLASS TYPE E TO TABLE S NO CHANGE THIS SHEET Rene By FK 623/05 RavnN,". CHANGE ANCHORS AND ADD 76• HEIGHT OPTION m..nBy or.- Br Dam F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 Visibly Berner w ••• • •PIaEB•SVE XO, 6` & 1/3-108S-1/MX WINDOWS •AtUP INUNT GAS &IIOE'NT V AJbODV• TVIPACT X740 I NTS 8 m 13 - 7045 -8 I D PRODUCT RENEWED ae comptylog rttb the FIedd& Sa# W Ass�+toose ..., Dec Lucas A. Tumor, P.E. PE #58201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i.- D�e4o. COMPARATIVE ANALYSIS TABLE 11. "XO" or "OX" & °XOX° UNEQUAL UTE WINDOWS TEST REPORTS: FTL -3580, FTL -3582, FTL -3729, FTL4807, FTL -4608 GLAZING OPTIONS: A. 5/16" LAMI (1 /8 "A,.090,1/8"HS) B. 5/18" LAMI (1l8"HS,.090,1 /8"HS) C. 7/16" LAMI (3/18 "A,.090,3 /16 HS) E. 13/16" LAMI (1/8 "15,318" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8"HS) F. 13/18° LAMI (1/8"A,AIR SPACE, 7/18" LAMI -W/ 3118 "A,.090,3 /16 "HS) WIDTHS 'XOX° VENT FIXED HEIGHT 26 38 38 3/8 43 48 50 518 54 57 60 67 72 76 NEG POS NEG POS NEG POS 69.284 19.125 31.014 A -75.0 70.0 -75.0 70.0 -75.0 70.0 NEG -74.1 POS NEG POS NEG POS NEG POS NEG POS NEG POS NEG POS 70.0 -64.9 84.9 -60.6 60.8 -58.1 58.1 -56.1 56.1 -53.3 53.3 -50.5 B,E -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 C,F A -90.0 -76.0 70.0 70.0 -90.0 -69.1 70.0 69.1 -90.0 -83.4 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 -55.01 55.0 -55.01 55.0 86.919 24 38.919 63.4 -58.5 58.5 -50.4 50.4 47.5 47.5 -44.1 44.1 -41.6 41.6 -39.2 39.2 B,E -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 70.0 -73.8 70.0 C,F -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 -89.4 70.0 -85.2 70.0 -55.01 55.0 95.973 27 A -75.0 70.0 -80.5 60.5 -57.2 57.2 -62.1 62.1 -55.2 55.2 -52.6 52.6 -49.1 49.1 482 -43.6 -41.1 41.1 42.973 B,E -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 70.0 C,F -90.0 108.649 30 48.649 A -75,0 70.0 70.0 -90.0 -53.5 70.0 53.5 -90.0 -50.4 70.0 -90.0 70.0 -80.0 70.0 -90.0 70.0 -87.0 70.0 -81.9 70.0 -77.2 70.0 -73.1 -55.01 55.0 -55.01 55.0 50.4 -54.5 54.5 -50.7 50.7 -48.2 48.2 44.9 -42.0 42.0 -40.1 40.1 -38.0 B,E -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 70.0 -75.0 70.0 -75.0 70.0 C,F A -90.0 -75.0 70.0 70.0 -90.0 -49.9 70.0 49.9 -90.0 48.8 70.0 48.8 -90.0 70.0 -84.7 70.0 -79.5 70.0 70.0 -69.7 43.1 -55.01 55.0 115.892 32 -51.3 51.3 -47.4 47.4 -45.5 45.5 -42.7 42.7 -40.7 40.7 -38.6 36.6 51.892 B,E -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 70.0 -75.0 70.0 -73.2 70.0 C,F -90.0 122 33.887 54.627 A -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -47.3 47.3 -44.0 44.0 -90.0 -48.4 70.0 -78.8 70.0 -73.2 70.0 68.3 64.8 61.4 -58.8 58.8 48.4 -44.7 44.7 -42.8 42.8 -41.4 4t4 39.5 -37.5 37.5 35.7 B,E -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 -71.4 70.0 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -85.8 123.135 34 55.135 A -75.0 70.0 -46.8 46.8 -43.8 43.6 -47.9 70.0 .47.9 -74.0 70.0 -69.4 69.4 64.7 -61.0 61.0 -58.4 58.4 -44.3 44.3 -42.4 42.4 -41.1 41.1 -39.3 39.3 -37.3 37.3 -35.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 CF A -90.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 -85.0 70.0 -73.1 70.0 F 75.0 -68.8 70.0 70.0 -75.0 70.0 70.0 -71.0 70.0 88.8 60.5 -57.9 57.9 -55.2 55.2 -51.51 51.5 47.21472 126.000 34.791 56.418 -45.5 45.5 -42.6 42.6 48.7 48.7 43.1 43.1 -41.6 41.6 -40.2 402 -38.7 38.7 -38.9 38.9 -35.0 35.0 B,E -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 -73.7 70.0 -70.1 70.0 C,F 130 35.898 A -90.0 -74.4 70.0 -90.0 70.0 -43.6 70.0 43.8' -90.0 70.0 -82.8 70.0 -71.3 70.0 -67.3 67.3 -62.5 62.5 -59.2 59.2 -53.8 53.8 -50.11 50.1 -41.2 412 45.1 45.1 -41.5 41.5 -40.4 40.4 -38.9 38.9 -37.7 37.7 -36.2 38.2 34.3 58.209 B,E -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 -72.4 70.0 -88.8 68.6 C,F -90.0 130.378 36 A -74.3 70.0 -70.0 -90.0 70.0 -90.0 70.0 -79.9 70.0 -89.3 69.3 -65.3 85.3 -60.6 60.6 -57.6 57.8 -54.7 54.7 -51.9 51.9 43.6 43.5 -41.0 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 -34.3 34.3 58.378 B,E -75.0 70.0 -76.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -76.0 70.0 -72.3 70.0 -68.6 68.5 C,F A -90.0 -72.9 70.0 70.0 -90.0 -42.2 70.0 -90.0 70.0 -79.6 70.0 -69.1 69.1 -85.1 85.1 60.6 -54.6 -5t7 51.7 43.8143.8 134 37 80 42.2 -39.7 39.7 -43.5 43.5 -40.4 40.4 -392 392 -38.7 36.7 -35.5 35.5 -33.7 33.7 B,E -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 70.0 -71.0 70.0 -67.4 67.4 C,F -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -87.3 872 -63.3 63.3 -59.1 59.1 -55.9 55.9 -53.0 53.0 50.0 46.3146.3 40.81 40.8 XO" & °Or WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. TABLE 12. "XO" or 'OX" & ',COX° UNEQUAL UTE WINDOWS TEST REPORT: FTL-3580 GLAZING OPTION: D. 7/16" LAMI (3/1 trHS,.090,3/161-16) ALL "XOX" SIZES UP TO 134" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 60' MAX. FIXED WIDTH AND ALL %0" or "Or SIZES UP TO 97" WIDE x 63" HIGH WITH 37" MAX. VENT WIDTH AND 80" MAX. FIXED WIDTH 70.0 TABLE 12A. 1ccr or 'OX" & °X0r UNEQUAL LITE WINDOWS TEST REPORTS: FTL/33gb, FTIT-007:FTC-4696• • • • ALL 10DX" SIZES UP TO 134" WIDE x 76" HIGH VVITH 37" IVIAX. VENT WIDTH AND 60" MAX. FIXED WIDTH AND • • • • • ALL1(0° or "OX" SIZES UP TO 97" WIDE x 78" HIGH WITH 37" MAX. VENT WIDTH AND 60' MAX. FIXED VVIDTH • • • • • • NOTES: 1. FOR INSTALLATIONS IN WOOD OR CONCRETE TO THE FULL DESIGN PRESSURES IN THE ABOVE TABLES, USE ELCO 1/4° TAPCONS OR A 1/4° SS4 CRETE-FLEX ANCHORS. 2. IF INSTALLING WITH #12 SCREWS, DESIGN PRESSURE IS LIMITED TO 69.6 P.S.F. • • • • • • • r • • • Read BY F.K. Raw ay F.K We: 9/25/03 1mm: 7/10/03 Rarbars: B RaWtJmn: C ADD GLASS TYPE TO TABLE 11 NO CHANGE THIS SHEET Rer54B7 F.K nab 6'23/05 Rarbcns: 0 CHANGE ANCHORS AND ADD 76' HEIGHT OPTION a' BF Oafs: Gmdmtl BY Wta F.K. 12/17/02 1070 TECHNOLOGY OR!VE NOKOMIS, FL 34275 P.O. BOX 1520 NOKOMIS, FL 34274 13G-r. Visibly Better CA-740 NTS 9 13 7045-8 Rer 0 UNEQUAL UTES 0 UNEQUAL UTES UNEQUAL LITES Poll? FELAIO aural* C5:i4: Lucas A. turner, P.E PE #58201 Mechanical • • • • REFERENCE "X0" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 110 REFERENCE "XO° & "XOX" FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. VENT DAYLIGHT OPENING (SEE SHT. 3) MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX fREFERENCE "XX"FRAME ASSEMBLY DETAIL, SHEET 11 Q MAX. VENT I-.— DAYLIGHT OPENING --1 (SEE SHT. 3) MAX. WIDTH (SEE HT. 3) HORIZONTAL SECTION - XX IWt1WK'TREVIEW mamplyteg ..NS the MI% Cods MINIReses IRNe 071 MAX. HEIGHT (SEE SHTS. 3 & 4) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) WWW L MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X PRDDUCr RENEWED as complying with the Retitle %Wing Coda Acceptance No No d; • 41LL,i ��3 Render crew F.K. 3/25/03 Render Beb: F.K. 7/10/03 Rand Br Vale: F.K. 023/05 Damn By Dale: F.1( 12/17102 VERTICAL SECTION OPERABLE UNIT ADD 13/10• LO. GLAZING BEAD ITEM SHOW TOP HINGE VERTICAL SECTION FIXED UNIT 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1029 NOKOMIB, FL 34274 Reww" D CHG SHT. NO. REF. AND ADO ITEM 89 cn.ao.dSl< Visibly Be •• ••• • • • • • • • • • • • • •• ••• •• • • • •• • • • • •• . •_• • •.• • • • . * • i i ICONS ♦re..• • • • • • • • • • ��.• Ae((IDIINUMMASIVENT WINBO#VW IMPACT "�' GA -74o NTSI 13 7045 -8 ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • ••• • • • ••• • • • • • • • • • •• • cZ Lucas 0 Turner, P. E. PE 808201 Mechanical FRAME ASSEMBLY TUBE, MATL: 6063 -T6 "X" FRAME JAMB #12x1 PH TEK SMS 13" MAX. O.C. Wl (2) SCREWS 3" APART AT MID -SPAN "X" FRAME JAMB "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS FRAME ASSEMBLY 13" MAX. O.C. WI (2) SCREWS TUBE, MAIL: 6063 -T6 3" APART AT MID -SPAN "X" FRAME JAMB / "O" FRAME JAMB 1121 "XO" & "XOX" FRAME ASSEMBLY DETAIL #8x1 QUAD PH SMS (2) PER CORNER FRAME HEAD OR SILL NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 SASH FRAME TOP OR BOTTOM RAIL #8x1 QUAD PH SMS (2) PER CORNER SASH FRAME SIDE RAIL 'c, 1 01 SASH FRAME ASSEMBLY DETAIL MAIN FRAME ASSEMBLY DETAIL Rows er FIT F.K. eeMeT 100 825/03 Deb: 7/10/03 Resioxrx B Anima: NO CHANGE THIS SHEET NO CHANGE THIS SHEET Immo ST F.K 6/23/05 A•bma ADD ITEM 89 Dre"ne7 Date' Chedox 4Sy Date F.K. 12/17/02 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 i i Visibly Better A .440" .095" CASEMENT BACKING PLATE MATL: 6063 -T6 DWG# 7071 34" 2.854" 062" NOM. 1.159" 2.139" OSASH FRAME HEAD, SILL, JAMB MATL: 6063 -T6 DWG# 7003A • • • tos—, 2.84" •• OOOOOO FIXEb F4 ZAAE:HeAq SILL,'JAMB ••. ••. S M14.TL•. 31'6. ••' DWG# 7005A • •• •• • ••• • •.• • .062" NOM. 4._ 2.784° 2.919" FRAME HEAD, SILL, JAMB MAIL: 6063 -T6 DWG# 7002A PRODUCT RENEWED i19 f051A1yb0 vrtO die FIRMS 9OS0101Caz aka IOW ♦ ; -a D EggrU SION S & WE' MBL Y DET,•Y•ILS ALU AINUMG'AS 4IENT I Ib0' IMPACT sum CA -740 NTS aaa- 11 a 13 deft00. 7045 -8 D Luce" A. 1,une;, P.E. PE 658201 Meclu"Ocel ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST ITEM DWG # PGT. # DESCRIPTION 7002A MAIN FRAME -HEAD, SILL & JAMBS 2 1155 781PQA #8 X 1 QUAD PH SMS 3 7008 FRAME CORNER KEY 4 12°XI/2"XI/8" CLOSED -CELL FOAM TAPE 5 7003A SASH - TOP, BOTTOM & SIDE RAILS 6 1155 78IPQA #8 X I QUAD PH SMS 7 7017 67017K BULB WEATHERSTRIP .187X.240 8 7009 SASH CORNER KEY 9 7024 MAXIM MULTI -POINT LOCK 10 7026 LOCK SUPPORT PLATE II 810-24 X .562 PH. PN. TYPE F 12 7014 MULTI -LOCK KEEPER (R.H. & L.H.) 13 1157 78X78PPSMS 08 X .875 PH. PFI. SMS 14 7013 TIE BAR GUIDE 15 7015 TIE BAR ASSEMBLY 16 7028 MAXIM DYAD OPERATOR 17 7027 MAXIM DUAL ARM OPERATOR 18 7030 OPERATOR GASKET 19 7031 BACKING PLATE 20 #8.32 X .375 PH. PN. TYPE B 21 7032 STUD BRACKET (L.H. & RH.) 22 7858ZA 88 X 5/8' FLT. PHL SMS 23 24 7033 OPERATOR TRACK & SLIDER (DUAL ARM) 7022 SNAP -ON HANDLE 25 7023 12" HINGE (HEAVY DUTY) 26 710xI2FP #I0 X.500 PH. PHL. 30 5/16" LAMINATED (1/8A & 1/8HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 31 5/16° LAMINATED (1/8HS & 1/8HS GLASS) 090 INTERLAYER - SOLUTIA OR DUPONT PVB 32 7/16° LAMINATED (3/16A & 3 /16HS GLASS) .0901NIER AYER - SOLUTIA OR DUPONT PVB 33 7/16° LAMINATED (3 /I6HS & 3 /I6HS GLASS) .090 INTERLAYER - SOLUTIA OR DUPONT PVB 40 7036 GLAZING BEAD (5/16 °) 41 7042 GLAZING BEAD (7/16 °) 43 1224 44 611'247 VINYL BULB WSTP (THICK) SILICONE - DOW CORNING 899, 995 OR EQUIV. 45 PARABOND 46 1634 6163K SETTING BLOCK 50 7006 SCREEN FRAME 51 7040 SCREEN CORNER KEY 52 SCREEN CLOTH 53 1635 61635K SCREEN SPLINE - ERRATED 54 331 60976 CASEMENT SCREEN CLIP 55 78xI2PSTW/B #8 X .500 SQ. PN. TEK SMS 67 7004A 67004 CASEMENT FRAME ASSY. TUBE 68 712XIPPT #12 X I° PHL PHIL TElL 69 7011 LOCK SUPPORT PLATE 70 7012 LOCK SPACER 71 7019 711573 SNAP -ON T- HANDLE KNOB 72 7018 7FLDHD FOLDING HANDLE a°w:e1 FE F.K PARTS LIST CONT. ITEM DWG # PGT. # DESCRIPTION 73 7025 MAXIM SINGLE LOCK 74 7015 SINGLE LOCK KEEPER 75 70834A #8 X .750 QUAD PN SMS 80 7005A FIXED WINDOW FRAME - HEAD, SILL & JAMBS 81 1155 781PQA #8 X 1 QUAD PN SMS 82 7010 FIXED FRAME CORNER KEY 83 7007 INSTALLATION HOLE COVER 85 7047 67407 GLAZING BEAD (13/16" LG.) 86 13/16" LG. GLASS (1/8"118, AIR SPACE, 5 /16 "IAMI) 5/16" LAMI= (2) LITES OF 1/8"HS GLASS WITH A14.090INTERLAYER- SOLUTIA OR DUPONT PVB 13116° LG. GL ASS (1/8"HS, AIR SPACE, 7 /16 °IAMI) 7/16" LAM( 3/16A & 3 /I6HS GLASS WITH AN.090INTERLAYER - SOLUTIA OR DUPONT PVB 88 13/16" LG. GLASS (1/8115, AIR SPACE, 7 /16 °LAMI 7/16° LAMI= 3/16HS & 3 /I6HS GLASS WITH AN.090 INTERLAYER - SOLUTIA OR DUPONT PVB 89 7071 67071 CASEMENT BACKING PLATE (SEE NOTE 4, SHEET 13) .706° .050" Imo°;_ .865" 0 5/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7036 .523" -j I- .050° I 865° ®7116° GLAZIBEAD MATL: 6063-T6 DWG# 7042 040" _a 0• • • • • • .423" • • • • •• • • • • • • 0 CASEMENT SeFtEENJ'I FLAME• • MATL: 6063 -T6 DWGI1006• ••• 993" 289° .040 °� I---- .172' .870° .050" 11-7-1 k-- 569" 0 13/16" GLAZING BEAD MATL: 6063 -T6 DWG# 7047 .125" .062" 1,124 °r- • • • • • 3• • • • A INSTALLATION HOLE COVER MATL: 6063 -T6 DWG# 7007 0•A3EME4TFRAME 'ASSERIIBLY TUBE MAIL: 6063 -T6 Qy,V•3# 7904A 2.701' i as 7/10/03 R""°a°. B Workflow: ADD 13/46' LG. GLASS 8 GLAZING BEAD NO CHANGE THIS SHEET F.K. Read ay. 50305 Roviskm ADD EQUIV. TO ITEM 44, SILICONE AND ADD ITEMS 87, 88 AND 89 an.ner• La Cl,LaBL mm: FE 12/17/02 1070 TECHNOLOGY DRAM NOKOMIS, FL 30276 P.O. BOX 1529 NOKOMIS, FL 34274 • . P f ? Si & ErIPNN • • • •mL �ALIMINUICASEMENT , VVINDOI?V• IMPACT CA-740 sw NTS Pao* p 7045 -8 R- D ((/21/ Lucas A. l mar, P.E. PE 058201 Mechanical ••• • • • • • • • • • • • • • •• •• ••• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• A 2x WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM ADSEENrT.,..c l*ip, IV 1 1/2" MIN. OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK lx WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM -7 r- ASEE NOTE 1 A AD SEE NOTE 4 SEE NOTE 4 A 2x WOOD BUCK (SEE NOTE 3) 1/4° MAX. SHIM — ►{ A SEE NOTE 2 1/4° MAX. SHIM ASEE NOTE 1 • o.0i 1 1111 , 111111 ll:lll!l1111111- 1 1/4" MIN. L OPERABLE UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK j 1 1/4° MIN. OPERABLE UNIT FRAME TO CONCRETE L A SEE NOTE 4 1/4° MAX. SHIM ASEE NOTE 1 lx WOOD BUCK (SEE NOTE 3) 1/4" MAX. SHIM SEE NOTE A SEE NOTE 4 1 1/2" MIN. FIXED UNIT FRAME TO WOOD BUCK 1 1/2° OR MORE THICK SEE NOTE 4 1 1/4° MIN. FIXED UNIT FRAME TO CONCRETE 1 r SEE NOTE 4 11111111. 1 1/4" MIN. FIXED UNIT FRAME TO CONCRETE WI WOOD BUCK LESS THAN 1 1/2" THICK NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. NOTES: A 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED 1/4° ELCO TAPCONS OR 1/4" SS4 CRETE -FLEX CONCRETE ANCHORS. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 21/2 ". SEE SHEET 1 FOR SPACING. 2. FOR WOOD APPLICATIONS IN MIAMI -DADE COUNTY, USE #12 SCREWS, 1/4" ELCO TAPCONS OR 1/4" ELCO SS4 CRETE -FLEX. SEE SHEET 1 FOR SPACING. • • ••• • • • • • • 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS lx ARE BUCKS WHOSE TOTAL3'HICKNE$SINCE* 1I-I41 'C1 /4". lx WOOD is IK t1 talTI-110K OR BUCKS GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTI46RS SR AS APPROVED MYAU1-11 8RITY HAVING JURISD CTION. 4. ITEM 89, BACKING PLATE, NOT REQUIRED FOR INSTALLATIONS OUTSIDE OF MIAMI -DADE COUNTY. Ra,mee We: Ravbb°: F.K. 3/25/03 13 bate 10.00a0= FK 7/10/03 . C or tam Re a oe FK 6/23/05 D D°.°Br Date MocedB) F.K. 12/17/02 ay Rend NO CHANGE THIS SHEET NO CHANGE THIS SHEET REVISE NOTES AND REMOVE 3/16 - TAPCONS 8 014 SCREWS oats • 1070 TECHNOLOGY DRIVE p "'^'lliORAde IOS • • • • • • NOKOMIS, FL 34275 • ter • • • • • • • • P.0.e0x1529 — s— ••APUIIINUIIA'C4S1, PANT WIZ IMPACT NOKOMIS, FL 34274 Visibly Better • ITS I 1 d 13 � 7D CA -740 458 Lucas A. Turner, PE. PE #58201 Mechanical ••• • • • • ••• • • • • • • • • • •• •• • • • • It • • ••• • • • • • • • • • • • • • • • • •• •• • c • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34275 SCOPE: 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 www.buildinecodeo�ne.com . • • • • ••••• • • • • • •• • •• • • • • • • • • • • •• • • • •.•. •••• • • • • • • This NOA is being issued under the applicable rules and regulations governing the use of &314truction hia1trials. • • The documentation submitted has been reviewed by Miami -Dade County Product Contrrrevicion and acciapted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by • • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dad% County P'ddwct.Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Couar) reserve theright to have this product or material tested for quality assurance purposes. If this product or material fails to inform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FD -750 Outswing Aluminum French Door and Sidelites -LMI APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 8 of 8, prepared by the manufacture, dated 12/23 /04 with revision "A" on 03/25/05, signed and sealed by Lucas A. Turner, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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# 05- 0103.03 and, consists of this page 1 and evidence page E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Herminio F. Gonzalez, P.E., Director, BCCO cT cosh NOA No 05. 0419.03 Expiration Date: February 24, 2010 Ci Approval Date: June 09, 2005 j (Fp). y `o. Page 1 the Authority Having Jurisdiction (AHJ). ••• • • • ••• • • •• •• • • • •• • • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • S• • • • • • • • • • • • • • • • • • •• • ••• • ••• • •• ••• •• • • • •• • • • • • • • • • •• ••• • • • • • •• PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 8000 -11, titled "Alum. French Door & Sidelites, Impact", sheets 1 through 8 of 8, prepared by the manufacture, dated 12/23 /04 wi,�h revision 414;pn 03/25/05, signed and sealed by Lucas A. Turner, P.E. ' ' ' • • • • B. TESTS • • • 1. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94'. . •• • • 2) Cyclic Wind Pressure Loading per FBC, TA§./. --4 • • • • ; • • along with marked -up drawings and installation diagram of alums one french door, prepared by Fenestration Testing Laboratory, Testpo is No. FM- • • 4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P' E. ... ". "Submitted under NOA # 05- 0103.03" "' • • 2. Test reports on 1) Uniform Static Air Pressure Test, per FBC, TAS 262- 94'. : „• • 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09 /13/04, signed and sealed by Edmund o Largaespada, P. E. "Submitted under NOA # 05- 0103.03” 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FM -4315, dated 09 /13/04, signed and sealed by Edmundo Largaespada, P. E. "Submitted under NOA # 05- 0103.03" 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. E -1 Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0419.03 Expiration Date: February 24, 2010 Approval Date: June 09, 2005 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1) Air infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 •••• 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 '....' along with marked -up drawings and installation diagram of alumsniu; ; • , • • outswinging french door, prepared by Fenestration Testing LabbtdUiY', Test Reports No. FTL -4528, dated 02/14/05, signed and sealed by edmunlo Largaespada, P. E. • •• 6. Test reports on 1) Uniform Static Air Pressure Test, per FBC, T44.202 -94 . • • • • • 2) Large Missile Impact Test per FBC, TAS 20r -+94► • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 04 4) Forced Entry Test, per FBC 2411 3.2.1 and'IP&.S 202 -94 • • , • • along with marked -up drawings and installation diagram of aluthinflni . .• • outswinging french door, prepared by Fenestration Testing Laboratory, Test • • • • Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. 7. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum outswinging french door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. C. CALCULATIONS 1. Anchor Calculations, ASTM- E 1300, and structural analysis, prepared by manufacture, dated 12/22/04, signed and sealed by Lucas A. Turner, P.E. "Submitted under NOA # 05- 0103.03" 2. Rev. Anchor Calculations, ASTM- E 1300, and structural analysis, prepared by manufacture, dated 04 /15/05, signed and sealed by Lucas A. Turner, P.E. D. QUALITY ASSURANCE 1. Miami Dade /Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Solutia, Inc. for "Solutia Interlayers ", dated 03/04/04 and expiring on 03/04/09. 2. Notice of Acceptance No. 02- 0828.15 issued to E.I. DuPont de Nemours & Co., Inc. for "DuPont Butacite PVB Material", dated 11/21/02 and expiring on 12/11/05. E -2 Building Code Compliance Office NOA No 05-0419.03 Expiration Date: February 24, 2010 Approval Date: June 09, 2005 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of code compliance and no financial interest, dated April 15, 2005 signed and sealed by Lucas A. Turner, P.E. G. OTHER •••• • • • •••• • • • • •• • •• • • • 1. Letter from consultant stating that the product is in compliance veitti•the Florist • • Building Code (FBC). • 2. Notice of Acceptance No. 05- 0103.03, issued to PGT Industrie9, Apiminum ; • • • • French Door & Sidelites, Impact, approved on 02/24/05 and expiring dm 02124/10. • • • • • ••••• • •• E -3 • • • • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • Herminio F. Gonzalez, P.E. Director, Building Code Compliance Office NOA No 05- 0419.03 Expiration Date: February 24, 2010 Approval Date: June 09, 2005 NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE(S) 1. GLAZING OPTIONS: A. 7/16° LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7116° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. A C. 7/16° LAMI CONSISTING OF (1) LITE OF 3/16° ANNEALED GLASS AND (1) LITE OF 3/16° HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. A D. 7/16° LAMI CONSISTING OF (2) LITES OF 3/16° HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER. E. 7/8° LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4' AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/16° A,.090 PVB, 3/18" HS). F. 718' LAMI I.G. CONSISTING OF (1) LITE OF 3/16' TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/18' LAMI GLASS ASSEMBLY INSIDE (3/16° HS,.090 PVB, 3/16" HS). A G. 7/8° LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/18° LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075 VANCEVA, 3/16° HS). A H. 7/8" LAMI I.G. CONSISTING OF (1) LITE OF 3/16° TEMPERED GLASS OUTSIDE, 1/4° AIR SPACE AND (1) 7/16° LAMI GLASS ASSEMBLY INSIDE (3/16' HS,.075 VANCEVA, 3/16° HS). 2. DESIGN PRESSURES: TABLE 1, SHEET 2. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El 300 -98. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-98. 3. CONFIGURATIONS: X, O, XX, XO OX XXX, XXO, OXX OXO XXXX, )00(O, O)OO( OR 0)0(0 WHERE 0 REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, X DOORS OR A DOUBLE, )(X DOOR. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX, AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 AND 10. A 5. SHUTTERS ARE NOT REQUIRED. 6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. VERTICAL ASSEMBLY BEAM SEAMS SEALED ON THE INTERIOR AND EXTERIOR WITH CONTRACTORS SEALANT. 7. REFERENCE TEST REPORTS: FTL -4311, FTL -4312, FTL.4 315, FTL.4527, FTL -4528. FTL -4529, FTL.4530. A ST F.K adz 3/1505 CHAN NG� 7 ADD VTO � . MOVE NGDETOSKEET 2OP �S Awe a : ROW B BOK tlmanar F.K Don 12/23/04 L.T. 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.¢. BOX 1529 NOKOMIS, FL 34274 •• ••• • • • • • •• • e•• • • • • • • • e • • • • • •• ••• •• • • • •• •• • • • • ••• • ••• • • • • • • • NOA DRAWING MAP TOPIC SHEET GENERAL NOTES CONFIGURATIONS GLAZING DETAILS 2 DESIGN PRESSURES 3 ELEVATIONS 4 VERT. SECTIONS 5 HORIZ. SECTIONS 6 PARTS LIST 7 EXTRUSIONS 8 ANCHORAGE 9-10 MINIM REM= assmokittellillbelbdis - C+y -- * US) `ri10 Pp . • • i/0S .TS SAS • �Al,S S MAP �— ALUM.•FRENCNDOOR & S/DE•LITESr IMPACT Visibly Better Sam FD700 FULL Stave 1 d 10 •awe 8000 -11 Lucas A. Teener, P.E. PE 958201 MachanHN ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • 0 •• •• ••• • • EXTERIOR �--■ - 7/18° NOM. - 3/18" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ A KEEPSAFE MAXIMUM PVB INTERLAYER 3116' HEAT STRENGTHENED GLASS 5/8° GLASS BITE INTERIOR EXTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ PVB INTERLAYER /8" NOM. 7/18" NOM. 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .075° VANCEVA INTERLAYER 3/18" HEAT STRENGTHENED GLASS 93 oR 94 ® ® b /8° GLASS era*INTERIOR A GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3/18° TEMPERED GLASS AIR SPACE 3/18° ANNEALED OR HEAT STRENGTHENED GLASS .090° DUPONT BUTACITE OR SAFLEX/ Q KEEPSAFE MAXIMUM PVB INTERLAYER 3/18° HEAT STRENGTHENED GLASS 95 oR 96) EXTERIOR 5/8' GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER /8° NOM. 3/18° TEMPERED GLASS AIR SPACE 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER +- 3/16° HEAT STRENGTHENED GLASS 97 oR 98 5/8" GLASS BITE EXTERIOR • • • • •• • "ie"WOl i•i •• • • • • • • • • ••• •• • • • •• A GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ VANCEVA INT ERLAYER. • • • • • • • • • • • ow*. • • • • • • • • •GhA2!N6 DETAILS • • • • • • 41. • • • • • • '• • • • • ALUM.•FRENCI-PDOOk & SIDE`LITES., IMPACT • 1070 TECHNOLOOYORNE NOKOMIS, FL 34278 P.O. BOX 1829 NOKOMIS, FL 34274 Pc ;T Visibly Better amWIWMt FD750 FULL 2 a 10 Orsot0 No. 8000 -11 A Lucas A. Ttm:e1, P.E. PE 098201 Mechanical Be. • • • • • O • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • ••• • • S. • • • • • • •• •• • • TABLE 1. DESIGN PRESSURES FOR GLASS TYPES A THROUGH H FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 FTL -4311, 4312, 4315 UPGRADE FTL -4311, 4312, 4315 FTL -4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 A - 7/16" LAMI (3/16 "A,.090 PVB, 3/16 B - 7/16" LAMI (3/16 "HS,.090 PVB, C - 7/16" LAMI (3/16 "A,.075 VANCEVA, D - 7/16" LAMI (3/16 "HS,.075 VANCEVA, E - 7/8" LAMI I.G. (3/16"T, 1/4" AIR F - 7/8" LAMI I.G. (3/16"T, 1/4" AIR G - 7/8" LAMI I.G. (3/16"T, 1/4" AIR H - 7/8" LAMI I.G. (3/16"T, 1/4" AIR "HS) 3/16 "HS) 3 /16 SPACE, SPACE, SPACE, SPACE, W 0 N "HS) 3/16 "HS) 3/16 "A,.090 PVB, 3 /16 "HS) 3/16 "HS,.090 PVB, 3 /16 "HS) 3/16 "A,.075 VANCEVA, 3/16 "HS) 3/16 "HS,.075 VANCEVA, 3 /16 "HS) DOOR WIDTH DOOR HEIGHT CONFIGURATION 68 - 79 3/4" 7° - 83 314" 87 314" 91 3/4" 9° - 95 3/4" SINGLE X 3° 37" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 SINGLE X 3" 37" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 DOUBLE XX 6° 71 314" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 DOUBLE XX 6° 71 314" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 GLASS I TYPE SIDE LITE WIDTH SIDE LITE HEIGHT CONFIGURATION 68 - 79 314" 7° - 83 314" 87 314" 91 3/4" e_ 95 3/4" FULL JAMB O , 3611/16" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 FULL JAMB O 3611/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 A,E NARROW JAMB O 30 11/16" +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB O 33 11/16" A,E +70.0 -80.0 +70.0 -79.6 +70.0 -77.8 +70.0 -75.9 +70.0 -73.6 NARROW JAMB O 36 11/16" A,E +70.0 -73.0 +69.5 -69.5 +67.3 -87.3 +65.2 -65.2 +62.7 -62.7 NARROW JAMB O 3611116" B,F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 NARROW JAMB O 2711/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 NARROW JAMB 0 30 11116" C,G +96.3 -96.3 +93.2 -93.2 +91.0 - 9•.1.0 ... . • . 4 +119.2.; $9: ; • •• ;8Q8 -86.8 NARROW JAMB 0 33 11/16" C,G +82.6 -82.6 +79.6 -79.6 +77.8 • -7Z482 • • 5.8• • 456: • X73.6 • -73.6 NARROW JAMB O 3611/16" , C,G +73.0 -73.0 +69.5 -69.5 +67.3 -67.3 +65.2 -65.2 +62.7 -62.7 NARROW JAMB O 36 11/16" D,H +100.0 -100.0 +100.0 -100.0 +100.0 - 1Q0.0.. +100,,0•. -100.0 +194.0 _ -100.0 • • • • • • • road 07 "em: F.K 9/%08 Rend Br. ad. R.4I"m A RBLblma NEW SNT. EXPAND TABLE 1 TOINCLU JEALL GLA89 TYPES 8COPIN0URATTONS Read Dee C"an Br since F.K. 1223/04 Cectedby L.T. M /05 1070 TECHNOLOGY DRIVE NOXOMIS, FL 34275 P.O. BOX 1529 NOCOMIS, FL 34274 • Visibly Better 4ECGN PRE:SsVASi • : • ALUM. FRENC7-1 DOSR & SID LITE•S, IMPACT SessatalsE F12750 NTSI 3 d 10 Llemegma.8000 -11 l A ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • III • • t /IS 7OS� Lucas F Miner, P.E. PE #58201 Mecha"laal 95 3/4° MAX HEIGHT ALL 7313/16° MAX. WIDTH A OX OR XO 37° MAX WIDTH 791/8° MAX DLO ALL X I / 25° MAX DLO ALL X UNITS 145 3/8° MAX WIDTH l 110 5/8' MAX. WIDTH 6 * / — , ,, . . / , , – 145 3/8° MAX WIDTH l — 6 * / // OXO OXXO (SHOWING EACH VERSION SIDELITE) xx NOTES: 1. CONFIGURATIONS WITH SIDE LITES CAN BE EITHER NARROW JAMB OR FULL JAMB VERSION. 2. FOR ANCHOR SPACING SEE SHEET 9 AND FOR ANCHOR SECTION DETAILS SEE SHEET 10. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET 6. Lai Raw 1 ay Arad I* FdI 0= 385/98 0= Rake= A Rwldms 3611/16° MAX WIDTH 25° MAX DLO i •T • • • 3611/16° MAX WIDTH 33 3/18' MAX DLO ••• • • • • • • • • • • • • • 0 (FULL JAAIrB). • : • • : O f AAAtFk Y AMB) •• • • • ••• • ••• • • • • • • • UPDATE SHEET REF 9 NOTES 22E13 Arad El* lturffikanc a®mlag F.IC 11113/04 fiend* LT. wor 4/8/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34276 P.O. KW 1629 NOKOMIS, FL 34274 P T E;agIPr.EELevS S • • • LUM•FRENCI.7 DOO12 & SIDE•LITES, IMPACT Visibly Better FD760 awe azure mrmmw NTS 4 d 10 8000 -11 A Lucas A. Tuner. P.E. PE #88201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD ti _asL_ MAX. DLO — EXTERIOR VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL INTERIOR VERTICAL SECTION B OUTSWING HEAD MAX. HEIGHT 4 OR 7) ,. .. .., _,_ Teti Igo I IBI 1 ail MAX HEIGHT VERTICAL SECTION D OUTSWING SILL •• • • • • ••• • • • • PRO UCT REVISED a•ir1. _ Eliptratin G-7,1 1.0 IM Des Fx 3/25105 -13=013y Osta 5, e41.: 345541 F.K Osts 13/04 RevEstome A Ravbfang pmabna sm5.aey LT. NO CHANGE THAINEST 1070 TECHNOLOGY OHAIE NOKOMIS, FL 34275 P.O. BOX 1528 NOKOMIS, FL 34274 • BST Visibly Better Ilbsottrat• • • • • • • • ITI °•s {C JO 4S • • • • • ALU IT. FRENC7I DOER & SID LITE., IMPACT SeriegtoOet FD750 s 551 1/2 5 ' 10 8000 -11 A L vas A Turner, PE. PE 051201 Mechanical ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • •• • • • • • • • • • • • • • • •• •• OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE - DETAIL J SLAB AT GLASS BED DETAIL G STILES AT ASTRAGAL 0 0 0 © _,I1 .! 0 ®01II V . ^'I Mfg; PlY FI'.! ' �r 0. 0 0 DETAIL H NARROW JAMB SIDE LITE (AT HINGE JAMB) SEE NOTE DETAIL K HINGE JAMB TO HINGE JAMB (NOT SHOWN ABOVE) DETAIL F FULL JAMB SIDE LITE (AT HINGE JAMB) • • •• • •• • • • • ••• • • NOTE: ASSEMBLY HARDWARE QTY (3), 11° FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR •.•DEJAIL• •.• : : DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE •• -• -•'i". • ••• • • • • • • • • • • Read Bo Fx Oats Dies A NO CHANGE TICS SHEET Heule6ns Neste Os Seasiams Dims Br F,K 7/23/04 mast,. LT. 418/05 1070 TECHNOLOOYORIVE NOKOMIS, FL 94276 P.O. BOX 1526 NOKOMIS, FL 34274 • PieJ1 Visibly Better • • • • • • • a012143NTAt S €CrITI DEZAILS: •ALUM. FRENCH DOER & SI& LITE'S, IMPACT SatadVasah 1/2 6 . 10 8000 -11 Lucas A. Twnar, P.E. PE 650201 Mechanical ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • OM NOTE: ASSEMBLY HARDWARE QTY (3), 11° FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR •.•DEJAIL• •.• : : DETAIL I JAMB, FULL JAMB JAMB, NARROW SIDE LITE JAMB SIDE LITE •• -• -•'i". • ••• • • • • • • • • • • Read Bo Fx Oats Dies A NO CHANGE TICS SHEET Heule6ns Neste Os Seasiams Dims Br F,K 7/23/04 mast,. LT. 418/05 1070 TECHNOLOOYORIVE NOKOMIS, FL 94276 P.O. BOX 1526 NOKOMIS, FL 34274 • PieJ1 Visibly Better • • • • • • • a012143NTAt S €CrITI DEZAILS: •ALUM. FRENCH DOER & SI& LITE'S, IMPACT SatadVasah 1/2 6 . 10 8000 -11 Lucas A. Twnar, P.E. PE 650201 Mechanical ••• • • • • • • • • • • • • • •• •• • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • FD750 DOO ITEM DWG# I DESCRIPTION PGT6 FRAME KIT PARTS 1 8006 FRAME - HEAD & HINGE JAMB 68006 2 8003A OUT -SWING SILL 68003 3 8004A OUT-SWING SILL COVER 68004 4 8008 DRIP CAP 68008 5 68009 HEAD, SILL & JAMB WEATHERSTRIP (SCHLEGAL) U8333718500 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009- 8 68014 FRAME ASSEMBLY SCREW 08 X 1" PH QUAD 781PQA 9 8032 ASTRAGAL END SEAL 48032 DOOR PANEL 5 36 HEAD, SILL & JAMB WEATHERSTRIP (SCHLEGAL) U83337T8500 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 23 8017 TOP SWEEP 68017 24 8016 BOTTOM SWEEP 68016 25 68024A SWEEP SCREWS, #4 X 12" PHIL PH 1724 26 8015 ASTRAGAL, ACTIVE & INACTIVE 68015 I7 8021B GEAR HINGE, JAMB SIDE 68021B 28 8020A GEARHINGE, COVER 68020A 29 8018 MARITIME, BACK -UP PLATE 68018 30 8019A GEARED/TOE, DOOR SIDE 68019A 31 8035 GEARHINOE, BEARING 68035 32 — GEAR HINGE, SETSCREW #6-32 x 1/4° 33 GBARHINOE, MTG. SCREW #12 x 3/4° TRUSS HD. 34 (MARITIME, MTG. SCREW 612 x 112° TRUSS HID. 35 THREADED ROD 5/16 - 18X36° 6TRODA 36 — FLANGED HEX NUT 5/1618 7990NUTA 37 8039 TRUSS CLAMP 60378M 38 8043 9/S GEAR LATCH MECHANISM (ASHLAND) 39 8030 LOCK BLOCK 48030 40 LATCH ASS'Y SCREWS 08 X 2" SS PHILL TRHD 78X2TPAX 41 8037 S/S SHOOT BOLT ROD ( SULLIVAN) 42 8045 STANDARD FLUSH BOLTS W/ SS ROD (SULLIVAN) 43 8031 SHOOT BOLT GUIDE 48031 44 SHOOT BOLT GUIDE & STRIKE SCREW 8-32 X 3B' SS PHIL. TR HD 78338PFTX 45 80388 RIGHT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED LEFT) W51104381 46 8038L LEFT - STRIKE PLATE AT ASTRAGAL (ACTIVE HINGED 810303) W5110-44S1 47 STRIKE PLATE SCREWS 8-32 X 3B° SS FRILL TR HD 78X38PFTX 48 STRIKE PLATE MIDDLE SCREW 6-24 X 12° 17H 76I2FPTX 49 8036 STRIKE PLATE AT HEAD & SILL 50 HEAD STRIKE SCREWS SS 8 X 12 FRILL FH 7858ZAX 51 STRIKE PLATE SCREWS @SILL SS 8 X 12 PHIL!. UNDERCUT PH 78XI2PFHUX 52 8041 ACTIVE TRIM SET (ASHLAND) 53 8042 PASSIVE TRIM SET (ASHLAND) 54 8044 STAINLESS STEEL PASSIVE LOCK GEAR (ASHLAND) FD750 FULL JAMB SIDE LITE ITEM DWG 6 DESCRIPTION PGT6 I 8006 FRAME -HEAD, SILL& JAMB 68006 4 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 — FRAME ASSEMBLY SCREW 08 X I' PH QUAD 78IPQA 20 8012 STILE 68012 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 — THREADED ROD 5/16-18 X36° 6TRODA 36 — FLANGED HEX NUT S/16 -18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 — 68X314° PH SQ DRIVE TER SCREW 78X34PSTW 61 8028 SIDE LITE BEAD TRIM 68028 62 8029 SIDE LITE JAMB TRIM 66029 FD750 NARROW JAMB SIDE LITE 1 8006 FRAME - HEAD & SILL 68006 4 ' 8008 DRIP CAP 68008 6 8007 SCREW COVER 68007 7 8009 INSTALL PLATE 68009 8 — FRAME ASSEMBLY SCREW #8 X 1' PH QUAD 781PQA 21 8014 TOP RAIL 68014 22 8013 BOTTOM RAIL 68013 35 — THREADED ROD 5/1618 X 36° 6TRODA 36 . FLANGED HEX NUT 5 /16-18 7990NUTA 37 8039 TRUSS CLAMP 60378M 60 — 68 X 3/4' PH SQ DRIVE TEK SCREW 78X34PSTW 61 8028 SIDE LITE HEAD TRIM 68028 70 8010 FRAME, JAMB 68010 ASSEMBLY KIT 80 80330 FRENCH DOOR ASSEMBLY BEAM 68033B 81 — 610. 24X212° PH SCREW 7/16° LAMINATED GLASS (3/16' ANN „.090 PVB, 3/16' HS) 82 — 610 -24 HEX NUT — 83 — 612 XI 12" TRHD'ME SCREW 93 GLASS, BEADS & SILICONE 90 — DOW CORNING 899, 983 OR 995 GLAZING SEALANT 91 — 7/16° LAMINATED GLASS (3/16' ANN „.090 PVB, 3/16' HS) 92 — 7/16' LAMINATED GLASS (3/16' HS.„090 PVB, 3/16° HS) 93 — 7/16' LAMINATED GLASS (3/16° ANN „.075 VANCEVA, 3/16” HS) 94 — 7/16° LAMINATED GLASS (3/16' HS„.075 VANCEVA, 3/16° HS) 95 — 7B° LAMI LG. (3/16° T, 1/4° SPACE, 3/16” ANN„.090 PIM, 3/16° HS) 96 — 7B° LAMS LG. (3/16° T, 1L4'.SP9RIn 3/16:119.4)90 PVII, 3/16LHS). • . 97 7/8° LAMS I.G. (3/16° I, U4° SPACE, 0!/_16•AFRi 079 VA D164/IS) 98 — LSL,C,HIPA, • 7B° LAMS LG. (3/16' T 1/4' SPA%•r,610475 NAN&EV•, ° H9)• 105 8022 BACK BEAD • • • • • • • • • 68022 106 8026A SL BACKBEAD • • — • — • • • • • 68026A 107 80234 7/16° BEAD 68023A IN 8024A 7B° IG BEAD 68024A 109 1724 • VINYL BULB WSSI �C�• . • • • • • • • • • • • • 6TP247 PImBUCF REVISED rw8><SMIYeIY h• 03 �:y9!LTii�• Ramer FR rm+men mrx 0= 9eMdlorce A ADD ITEMS 93, 94, 97 AND 48 Reerlax Revicha areeer RK 12123/04 •000r LT. 1070 TEC1 PLOLOOY DRIVE NOKOMIN FL 34276 P.O. 80X 1629 NOKOMIS; FL 34274 • Pidlr Visibly Better •'• • • • • • • • P241 rSLIST : • ; • • • • • • . . . . ALUNT FRENCT! DOaR & SIDE' LITES, IMPACT fordedlladat F0760 ears I 0= NA I 7 4, 10 ��8000 -11 Rae A ups A- Tama P.E. PE 668201 Mechanical ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 1 1.000 .062 Ti 3.638 O#8006 6063 -T6 FRAME, HEAD, JAMB AND SIDELITE SILL F.074 2.000 L,51 I+ -- 3.990 -I 20 #8012 6063 -T6 STILE .583 3.638 2 #8003A 6063 -T6 2 OUT -SWING SILL T • I 1.278 �- 2.238 1.498 O#8004A 6063 -T5 OS SILL COVER 1.938 21 .075 - r7 4.434 -- - I #8014 6063 -T5 TOP RAIL 1.938 l�- .100 #8013 6063 -T6 BOTTOM RAIL oa5_1 10 .442 .865 #8022 6063 -T5 BACKBEAD 1.169 r. CO 045 #8026A 6063 -T5 SL BACKBEAD 8.250 .1.- .750 "F -I jf #8023A 6063 -T5 7/16" BEAD - .957 .040 .175 T 1.467 3.251 I-1.635• #8033B 6105 -T5 80 FD ASS'Y BEAM 1 2.622 -.1 61 #8028 6063 -T5 SL HEAD TRIM r- 2.313 .050 #8024A 6063 -T5 62 #8029 6063 -T5 I.G. BEAD SL JAMB TRIM 4.027 1.033 o O7 #8009 6063 -T5 INSTALL PLATE .075 2.544 .050 #8008 6063 -T5 DRIP CAP 1.180 I 'rid) 11 .040 - O #8007 6063 -T6 6 SCREW COVER r1.940 1 .050 .7977 .050 I 2.240 --e-1 23 #8017 6063 -T5 241 #8016 6063 -T5 TOP SWEEP BOTTOM SWEEP F- 2.260 .075 1 170 #8021B 6063 -T6 GEAR HINGE, JAMB 26 #8015 6063 -T6 ASTRAGAL L- 1.812 -+1_1 .100 1.000 #8039 6063 -T6 TRUSS CLAMP 062 • •I • 1100 • • •• = • 1 1-6744 a •aG - I• •[ • 3.6'11 R • 70 #8010 6063 -T6 NARVOW0.,„JAMB•; x{.742 .072 28 #8020A 6063 -T6 GEAR HINGE, COVER 14 I I-J � �1 I 1.763 ►{ #8018 6063 -T5 HINGE, BACK -UP • • • • • .075 • • fir_ ••• tom -�24 30 #8019A 6063 -T6 ••GEAR4IJNGEE DOOR ,max Fx 9a..du>r bee aem AvAsionw A Amebas NO CHANGE THIS SHEET Reads* F.K 1223 /04 Owed Or LT. 4/8/05 1070 TECHNOLOGY DRIVE NOKOMIS, FL 54275 P.O. BOX 1529 NOKOMIS, FL 34274 PST 3!TrUilON PRQFiEi • S • S S ALUM! FRENCI! DOCJR &SIDE'LITEE, IMPACT Visibly Better Sechabfodel FI3760 _1/2 8 e 10 8000 -11 I A Lucas A. Turner, P.E. PE558201 Mechanical ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11° T FRAME MIDSPAN L 11° SEE NOTE 5 DETAIL A 1/4° TAPCONS OR #12 SCREWS (SINGLE PANEL) 11° r 1 FRAME MIDSPAN L 11° DETAIL B 1/4° TAPCONS (2 OR MORE PANELS) SEE NOTE 5 1/2° MAX T�— TYP. FRAME MIDSPAN L_ 11° MIAMI -DADE COUNTY ANCHORAGE SPACING REQUIREMENTS: 1. DETAIL A ABOVE REPRESENTS ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS B AND C ABOVE REPRESENT ANCHORING OF ANY MIXTURE OF DOUBLE XX DOORS, SINGLE X DOORS, NARROW JAMB OR FULL JAMB SIDE LITE PANELS, FOR MULTIPLE -PANEL INSTALLATIONS OF TWO OR MORE PANELS. 2. DETAIL A- SINGLE PANEL CONFIGURATIONS ANCHORED WITH 1/4' TAPCONS OR #12 SCREWS HEAD 8° MAX FROM CORNERS. SILL 6° MAX FROM CORNERS. JAMBS11° MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 181/2° MAX SPACING THEREAFTER. Er 8°1-•*— III I I III III 1-414- II 3. DETAIL C #12 SCREWS (2 OR MORE PANELS) 3. DETAIL B - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH 1/4° TAPCONS HEAD 8' MAX FROM OUTSIDE CORNERS, AND AT 3° AND 8° MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. SILL 8° MAX FROM OUTSIDE CORNERS, AND AT 3° AND 6° MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS11• MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 181/2' MAX SPACING THEREAFTER. 4. DETAIL C - TWO OR MORE PANEL CONFIGURATIONS ANCHORED WITH #12 SCREWS HEAD 8° MAX. FROM OUTSIDE CORNERS, AND AT 3 °, 8° AND 9' MAX ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. SILL 6' MAX FROM OUTSIDE CORNERS, AND AT 3', 6° AND 9° MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS. JAMBS11° MAX FROM CORNERS, ONE ANCHOR AT FRAME MIDSPAN, 18 1/2° MAX SPACING THEREAFTER. •• ••• • • • • • •• • 5. THIS NOTE APPLIES ONLY TO INSTALLATIONS OUTSIDE MIAMI -DADE COUNTY. FOR THESE INSTALLATIONS SEM DETAIL AOR BABOVEc. • • • • ENCIRCLED ANCHORS IN DETAIL A ARE REQUIRED FOR NARROW JAMB SIDELITES, BUT OTHERWISE MAY BE oneriED. ERCIItCLLL�D ! • • • • • • • ANCHORS IN DETAIL B ARE REQUIRED IN THE HEAD AT THE ASTRAGAL LOCATION OF XX PANELS, BUT OTHERWISE MOM# O�Rj1� E15 • • • • • ALL PANELS MAY BE INSTALLED WITH EITHER #12 SCREWS OR 1/4' TAPCONS. •• • ••• • •• • • • • • • • • • • • • • Rowd Mix F.K 912085 karseBr Bata A A NO CHANGE This MEET Rood R n.° °mn°p. Der F.K 12/23/04 LT, 4/8/05 1070 TECKNOLOOYDRIVE NOKOMIS, FL 34270 P.O. BQX 1519 NOKOMIS, FL 34274 • Visibly Better 1vOHORAGl ib Aglnl • el. •ALUAt FRENC?1 DOOR & SIDS LIT Et, IMPACT amts I Wm! NTS1 9 d 10 8000 -11 J A `f45- /Ds' Llama A. Tumor, P.E. PE 908201 MediaNml ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CONCRETE -• 1 1/4° MIN. 1147" MAX. SHIM 1/4° TAPCON (NOTE 1) CONCRETE lx WOOD (NOTE 3) 114° MAX SHIM 1 1/4° MIN. 1/4" TAPCON (NOTE 1) 2x WOOD (NOTE 2) 1 1/2° MIN. #12 SCREW TYPICAL DOOR AND SIDE LITE HEAD NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED TAPCONS. •Q • • Q• • • • • • 2. INSTALLATION TO THE SUBSTRATE OF WOOD 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LESS THK THAN 181/2" THK TO BE ENGINEEERED BY OTHERS OR AS &PP�l. a 10N GNJYRI DIICTION. JURISDICTION. 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083 -T5 AND A MINIMUM OI•le" TRIOIE THL•RLUMINUM €TRUMRAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS ON THIS SHEET FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND A ANCHORAGE SPACING FOR #12 SCREWS SHOWN ON SHEET 9 MAY BE USED. • • • • • • • • • • • • • 5. IF SILL IS TIGHT TO CONCRETE SLAB, GROUT IS NOT REQUIRED. IF USED, GROUT MUST TRANSFER SHEAR LQA•r0$Clja. • • • • • • ✓ awl Br me Rte'= • 4Lmapa S • • • • • • • F.K 325/05 A UPDATE SKEET REFERENCE NOTE 4 AND ADD E37EPJORl4Y7FR10RDIAGRAMS Remlep 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. SOX 1528 aYan ap. 0mc I NOKOMIB. FL 34274 F. K 45/05 1/4° MAX GROUT, SEE NOTE 5 2x WOOD (NOTE 2) 1 1/2° MIN. #12 SCREW 1/4° MAX. SHIM -+I I- 1 1/4° MIN. 114" TAPCON (NOTE 1) CONCRETE OR CONCRETE .. BLOCK 1x WOOD ° (NOTE 3) • • • 1/4° MAX. SHIM . -I CONCRETE 1 1/4" MIN. IIIIII� . 111111111 ■ 1/4" MAX SHIM f� TYPICAL DOOR AND SIDE LITE JAMB, AND SIDE LITE SILL 1/4° MAX GROUT, SEE NOTE 5� 1/4° MAX SHIM TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) <=1 EXTERIOR INTERIOR � (ALL HEAD & SILL SECTIONS)Q 114° TAPCON (NOTE 1) :. • 1 1/4° MIN. • , t 1/4" MAX SHIM #12 SCREW 1 1/2° MIN. •. ...TiPjCAIr DQOR SU4. CONCRETE 2x WOOD (NOTE 2) Ociee Ordsx 12/23/04 RaBW,x Check ad LT. PT V+/d'I G4 DE'T.QIL4 • • • ALUAT FRENC7I DO& & SIDE LITES, IMPACT Visibly Better FD750 1/4 10 b 10 I A Ro. 800041 1/4° TAPCON (NOTE 1) INTERIOR (ALL JAMB SECTIONS) EXTERIOR Lucas A. Tuarer, P.E. PE 0rs8201 Meohanlszl ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MUAMS U BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drive Nokomis, FL 34275 SCOPE: 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 • • • •••• • • • •• • • • • • • • • • • •• • • This NOA is being issued under the applicable rules and regulations governing the use:if ionstruct%n'. • materials. The documentation submitted has been reviewed by Miami Dade County l± ac Control) vision • • and accepted by the Board of Rules and • • • •' • • Appeals (BORA) to be used in Miami Dade q and bras where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date slated below. The MiamiDalle Cotmy PlAtt Antral' • • • Division (In Miami Dade County) and/or the AID (in areas other than Miami Dade resereatt right ill, „ have this product or material tested for quality assurance purposes. If this product or material fail; to iesform in • the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "F6000". Aluminum Fixed Window APPROVAL DOCUMENT: Drawing No. 550, titled " Aluminm Fixed Window, Non - Impact", sheets 1 through 10 of 10, dated 10/24/00, with revision I dated 5/2/05, prepared by suer, signed and sealed by Robert L. Clark, P.E., bearing the Miami Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the terra'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 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 # 05- 0725.11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. •' • • • • • IVO In • • NOA No 06-0601.02 Expiration Date: September 13, 2011 Approval Date: August 3, 2006 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 550, Sheets 1 through 10 of 10, titled "Aluminum Fixed Wmdos5; Nero- Impact", prepared by manufacturer, dated 10/24/00 with revision j.dattd 5/2103 iiigned and sealed by Robert L. Clark, P.E. B. TESTS •••• • .. • • •• 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 '' • • 2) Uniform Static Air Pressure Test, Loading pec J, TAS;2OZ 3) Water Resistance Test, per FBC, TAS 202 -94• . • along with marked -up drawings and installation diagram of alun inum fixed vindo,*,••: • prepared by Fenestration Testing Laboratory, Inc., Test Repa rt W FTI.-4340, dat d...: 09/27/04, signed and sealed by Edmundo Largaespada, PE. (Submitted under NOA # 04- 1104.02) 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 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4339, dated 09/27/04, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA # 04- 1104.02) 3. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 03109, dated 8/1/03, signed and sealed by Joseph C. Chan, PE. (Submitted under NOA 904-1104.02) 4. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked-up drawings and installation diagram of aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-00141, dated 09/27/00, signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA # 04-1104.02) • • • • •• • • •. • •••• C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC -2004, prepared by manufacturer, dated 7/18/05, signed and sealed by Robert L. Clark, PE. Complies with ASTM E1300 -98/02 (Submitted under NOA # 05-0725.11) 2. Anchor Calculations, ASTM- E1300, and structural analysis, prepared by PGT Industries, dated 1/8/04, signed and sealed by Robert L. Clark, P.E. (Submitted under NOA # 04- 1104.02") E -1 Manuel P P.E. Pry Control , J '1, NOA No i 1.02 Expiration Date: September 13, 2011 Approval Date: August 3, 2006 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). ' ' • • .... E. MATERIAL • CERTIFICATIONS • • • 1. None • • • • • •• • . • . F. STATEMENTS 1. Statement letter of no financial interest, dated May 30, 2006 signgind sealedby:Ro• bert':' •. L. Clark, P.E. . • • . • ' • • • •. 2. Statement letter of Code Compliance issued by PGT Industries on•Mai 30, 2006 signed .' and sealed by Robert L. Clark, P.E. • • • • • • . • • G. OTHER • • • 1. Notice of Acceptance No. 05- 0725.11, issued to PGT Industries, Series "F6000" Aluminum Fixed Window, approved on 09/22/05 and expiring on 09/13/06. E -2 Product Control NOA No i , i , 1 1.02 Expiration Date: September 13, 2011 Approval Date: August 3, 2006 HEXAGON 60" BETWEEN FLATS Maximum Area 21.65 sq. ft. FAN 120" x 55" Maximum Area 35.20 sq. ft. FULL CIRCLE 060" Maximum Area 19.64 sq. ft. ELLIPTICAL 120" x 48 "• Maximum Area 31.46 sq. ft. NOTES: NON— IMPACT WINDOWS (TEMPERED GLASS SHTS. 1 & 2) 1.) GLAZING OPTIONS: 3/16" TEMPERED OR I.G. GLASS (3/16"r,, AIR SPACE, 3/16"T). SEE [1/4" TEMPERED GLASS MAY BE SUBSTITUTED FOR 3/16" TEMPERED] 2.) CONFIGURATIONS: 0 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 9 OF 10. 4.) SEE SHEET 9 OF 10 FOR ANCHORAGE SPACING AND SHEETS 5 & 6 OF 10 FOR ANCHORAGE DETAILS. 5.) MIAMI —DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI —DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6.) SEE DETAILS C, D & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. 7.) REFERENCE TEST REPORTS: FTL -2818, 2819, 2820, 3853, 4339 & 4340. 8.) F -6000 MAY ALSO BE REFERRED TO AS F6000, PW6000 OR AR6000. GLAZING DETAILS SHEET 8. SECTION DETAILS SEE SHEET 5 A ARCH. so" x 120" Maximum Area 47.32 sq. ft. DETAIL C SEE SHT. 8 •• ••• • • • • • •• • • T INDUSTRIES • •• • 1070 TECHNOLOGY maw NOKOMIS, FL 34275 • • ,tJ. PRODUCT RENEWED cr,,avtjaz w41, Beat HEWN r Ame:tes rN •D. 4 n Rend By: Data: Ravish:0s: F.K. 5/2/05 1 —NO CHANGE THIS SHEET Revsd 0y: Data Revisions: F.K. 1/17/05 H —NO CHANGE THIS SHEET • Revs4,11y: Revisions: q12 /9b 4 G —ADO FTL -4340 TO NOTE 7 • flevsflafX Dote* Revisions: F.A! • •f0 /14/' is I.C. GLASS OPTION & UPDATE NOTES Sato • 70/!4/ Descried= ELEVATIONS, 3/167 & TEMPERED I.G. GLASS ed„upiN III FIX D :v NDOW, NON— IMPACT •POtmxr� • • • s4.44 de!•: ••• Stmt: ara�tng Na. NOKOMIS FL 274 • F -6000 • NTS 1 of10 550 I 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • QUARTER CIRCLE 68" x 68" Maximum Area 25.22 sq. ft. TRAPEZOID 60" x 120" Maximum Area 43.75 sq. ft. HALF CIRCLE 120" x 60" Maximum Area 39.27 sq. ft. OCTAGON 60" x 60" Maximum Area 20.71 sq. ft. EYEBROW 120" x 60" Maximum Area 49.90 sq. ft. RECTANGLE 60" x 120" Maximum Area 50.00 sq. ft. PRODUCT RENEWED cannli3hpi Mt Worlds DaitE:� cede Acceptsane N Siva Date Rend By: Oates F.K. 5/2/05 Roved By: Date: F.K. 1/17/05 Revsd aY: Date: F.k• 2 /O�Of �F.l� • 0/t4 04 •• ••• • • • • • • • • • •• i • INDUSTRIES • • 1070 TECHNOLOGY ERA • NOKOMIS FL 3427D Rertsione: I—NO CHANGE THIS SHEET Revisions: H—NO CHANGE THIS SHEET Revisions: O— CORRECT EYEBROW DIMENSIONS Revisions: F— REMOVE REDUNDANT NOTATIONS ELEVATIONS, 3/167 & TEMPERED I.G. GLASS •TIOe: ••• • ••• • ALUMNIvM, FIXED ,WIDOW, NON— IMPACT • Pfi. BOX • .Sees /tadel• • • *kale Sheet I Ore>ring No. MaaOMIS. FL .*7274 •r -6000 • / 1O 2 .40 L 550 Rev. I Sc. • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • HEXAGON 48" BETWEEN FLATS Maximum Area 13.86 sq. ft. FAN 74" x 36" Maximum Area 14.42 sq. ft. FULL CIRCLE 048" Maximum Area 12.57 sq. ft. ELLIPTICAL 74" x 36" Maximum Area 14.53 sq. ft. NOTES: NON — IMPACT WINDOWS (ANNEALED GLASS SHTS. 3 & 4) 1.) GLAZING OPTIONS: 3/16" ANNEALED OR I.G. GLASS (3/16"A, AIR SPACE, .3/16"A). SEE GLAZING DETAILS SHEET 8. 2.) 0/4 FIGURATIOND GLASS MAY BE SUBSTITUTED FOR 3/16" ANNEALED] 3.) FOR DESIGN PRESSURE RATING SEE COMPARATIVE ANALYSIS ON SHT. 10 OF 10. 4.) SEE SHEET 10 OF 10 FOR ANCHORAGE SPACING AND SHEETS 5 & 6 OF 10 FOR ANCHORAGE DETAILS. 5.) MIAMI —DADE COUNTY APPROVED SHU HERS ARE REQUIRED IN MIAMI —DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED. 6.) SEE DETAILS C, D & E ON SHEET 8 OF 10 FOR CORNER ASSEMBLY. 7.) REFERENCE TEST REPORTS: FTL -2748, 2756, 2758, 3853 & 4340. 8.) F -6000 MAY ALSO BE REFERRED TO AS F6000, PW6000 OR AR6000. D L. Clark RE. PE 1039712 Baucheal SECTION DETAILS SEE SHEET 5 A ARCH. 37" x 74" Maximum Area 17.99 sq. ft. DETAIL C SEE SHT. 8 •• ••• • • • • • • • • • • • • •• • •• • • Description: INDUSTRII PRODUCT nFNF:wtt esesmplylee, mitt) the tRscbta BeIGsg Cc =42 Ace la° �a0 Raved By: Date: Revisions: F.K. 5/2/05 I —NO CHANGE THIS SHEET Raved By Date: Revisions: F.K. 1/17/05 H— CORRECT TEST REPORT NUMBERS jfeved.ey. pie: • Revisions: • i.K• W/00/04 C —NO CHO 77115 SHT • RSed 6y: ate: • ReWfone: ▪ .0 • r /14)1104 F —ADO 1.0 GLASS OPTION & UPDATE NOTES ELEVATIONS, 3/16"A & ANNEALED I.G. GLASS • • • • • tILdI N1 • FIX i/ VDOW, NON— IMPACT • .• • • • • I /btod°t:• • %ala:• Sheet Drawing No. Rev. 1070 TECHNOLOGY OWE O0. BOX 1589 NOKOMIS FL 34275 NOKOMIS, FL 34274 6000 • Ni/ S 3 0/1 0 550 1 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • QUARTER CIRCLE 58" x 58" Maximum Area 18.35 sq. ft. TRAPEZOID 37" x 74" Maximum Area 14.26 sq. ft. HALF CIRCLE 74" x 37" Maximum Area 14.93 sq. ft. OCTAGON 48" x 48" Maximum Area 13.26 sq. ft. EYEBROW 74" x 37" Maximum Area 18.90 sq. ft. RECTANGLE 74" x 37" Maximum Area 19.01 sq. ft. Revd By Data Revisions F.K. 5/2/05 I —NO CHANGE THIS SHEET Revd By Date: Re 4etan : F.K. 1/17/05 H —NO CHANGE THIS SHEET • • ••• • • Adler • Revtatmee: • • • • • .F. K• i?/4$/04 0— UPDATED EYEBROW MAX. AREA • • • • Wadley: !de:* Ravtatona: • • • • • r;50:7/14,04 F— REMOVE REDUNDANT NOTATIONS web* .J4 • !b/24/OD • DeanrpBOe: INDUSTRI3 ELEVATIONS, 3/1 6"A & ANNEALED I.G. GLASS • • • 5 ML,{Jlyf� NL M, F,JX 3/V VDOW, NON — IMPACT • • • • • • BBmf• /Made:. • wee* sheet DraMng Na. Rev: 1070 TECHNOLOGY OWE IP.O. BOX 15B9 • • NOKOMIS, FL 34275 NOKOMIS, FL 34274 F -6000 MTS 4 a10 550 I ••• • • • • ••• 0 • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM HEIGHT SEE SHEETS 1 THRU 4 1 1/4° MIN. 1 /4 ° SHIM MAX. INTERIOR SEE NOTES 5 L 1.G. GLASS SEE NOTE 3 MAXIMUM WIDTH SEE SHEETS 1 THRU 4 SECTION B —B TYPICAL INSTALLATION INTO CONCRETE (1x WOOD BUCK SHOWN) NOTES: 1. MAXIMUM OVERALL DIMENSIONS ARE APPLICABLE TO SECTIONED ARCHITECTUAL SHAPES. ANCHORAGE METHODS ARE APPLICABLE TO ALL SHAPES AND GLASS OPTIONS SHOWN ON SHEETS 1 THROUGH 4 OF 10. 2. REFERENCE TEST REPORTS: FTL -2818, FTL- 2819, FTL -2820, FTL -2748, FTL -2756, FTL -2758, FTL -3853, FTL -4339 & FTL -4340. 3. FOR CONCRETE APPLICATIONS IN MIAMI —DADE USE ONLY MIAMI —DADE COUNTY APPROVED 1/4° TAPCONS (HEX HEAD SHOWN, ALTERNATELY MAY USE THE 1/4° TAPCON W/ #12 FLAT HEAD, C'SINK REQUIRED). 4. FOR WOOD APPLICATIONS 1/4° SS4 CRETE —FLEX OR 1/4° TAPCONS ARE APPROVED FOR USE 0 IN PLACE OF #12 SCREWS. 5. WOOD BUCKS DEPICTED IN THE SECTIONS ON THESE PAGES AS 1 x ARE BUCKS WHOSE TOTAL PRODUCT RENEWED IA THICKNESS IS LESS THAN 1 1/2 °. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED PRODUF,wr�SViflEWEDafida »� cam DIRECTLY TO SOLID CONCRETE WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. Aac�ceNo ►i.•!...0 .. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS Gs4are6aa6Aa¢o Ta'Selk -ll APPROVED BY AUTHORITY HAVING JURISDICTION. 6. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063 —T5 AND QA MINIMUM OF 1 /8° THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW SIMILAR TO THAT SHOWN IN THE DETAILS ON THESE SHttis FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, Raved By: Data Reedoan THE PRESSURES AND ANCHOR SPACING SHOWN ON SHEETS 9 AND F.K. 5/2/05 I— UPDATE ANCHORAGE NOTES 4, 5 & 6 10 FOR #12 SCREWS MAY BE USED. Rersa Bra aevhlons 7. SEE ALTERNATE ANCHORAGE METHODS ON SHEET 6 OF 10. F.K. t/17/05 H —NO CHARGE THIS SHEET 8. SEE SHEETS 9 AND 10 FOR APPROPRIATE ANCtIDR S {CINt • • • • •• • • • • ••6j •J!N► SECTION A —A (TYPICAL) INSTALLATION INTO CONCRETE (1x WOOD BUCK SHOWN) EXTERIOR' P.E. Rerad By. Resistors: • • � /t, 4 G —NO CRC THIS SHT • +0/14,{04 F—ADD LG. OPTION AND UPDATE NOTES • • tkte, • /�f•/04 • • Description: INDUSTRIEQ SECTIONS W/ ANCHORS OUTSIDE BEAD 7 •8tle: ••• • ••• • �• �1LUiiWPI �NN1: FXED /NQVDOW, NON- IMPACT • • L 1070 TECHNOLOGY e • •,p.b. BOX 1 �/ade • •• Sheet PE We7'] dK J _ 1W S 5 a10 D� 550 ER NOKOMIS, FL 3427 H ON/S iT. 274 F -6000 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• •5• • • • ••• • • EXTERIOR ALL CONCRETE TAPCON THROUGH BEAD CONCRETE. 1 x WOOD TAPCON UNDER BEAD 2x WOOD BUCK SCREW THROUGH BEAD NOTES: 1. NOTES 3 THROUGH 7 ON SHEET 5 OF 10 APPLY TO APPUCABLE ALTERNATE INSTALLATION METHODS. ALTERNATE INSTALLATION METHODS APPLY TO ALL GLASS OPTIONS AND ARCHITECTUAL SHAPES. 2. ALTERNATE INSTALLATION METHODS APPLY TO HEAD, SILL AND JAMBS. 3. SEE SHEETS 9 AND 10 FOR APPROPRIATE ANCHOR SPACING. 2x WOOD BUCK SCREW OUTSIDE BEAD 2x WOOD BUCK SCREW UNDER BEAD PRODUCT RENEWED to comp/Andalt6 the FlorIda Dotdisg Cods Accertonso No Raved ey: Dote: Revisions: F.K. 5/2/05 1 —NO CHANGE THIS SHEET Raved By. bats, Revisions: • • • • • • • FN, l%l7,9O5 I•NO CHANGE THIS SHEET • • • • RO}sd Sy: Oats, • • Revisions: • • •: • • • „`�K.• 1 J9/O4 G —NO CHC THIS SHT • • • • • • • . F (�. I �/0q E CRAW ALTERNATE ANCHORAGE SHEET Oros Bp J .J. 10/24/00 T INDUSTRIES• • *LEROArtE.ANCH0q4QE. DETAILS T1 • • • • • • • :: AL:IAINUM :Para 10/14IROW, NON- IMPACT • • 1070 TECHNOLOGY DRIVE P.O. BOX 1529 Sedks/modeL Cate: /moat Drawing No. Ron NOKOMIS, FL 34275 NOKOMIS, FL 34274 F -6000 NTS 6 4 0 550 • • . • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • • • • • • • •• •• r.050 �1.855� 10 6063 - T4 FRAME CONNECTOR fl II .500 .055--•-11-0-- O2 6063 -T5 GLAZING BEAD .062 1-1-2.000 -■ O 6063 -T5 FRAME 1.344 T L MK. PART # DESCRIPTION VENDOR VENDOR # 1 66389 FRAME HEAD, SILL & JAMB ALUMAX OR = AF -8342 2 61168 U- CHANNEL GLAZING BEAD ALUMAX OR = AF- 1 168 3 7834 #8 x 3/4 PN. PH. SMS SPENCER OR = 4 SILICON BACK BEDDING DOW CORNING #899, #995 OR #983 5 61308K CLOSED CELL FOAM TAPE TAPE SPECIALISTS OF FL OR = 6 6SM55W SEAM SEALER SCHNEE /MOREHEAD OR = SM5504 3/16" ANNEALED GLASS, PGT OR EQUAL 8 3/16" TEMPERED GLASS, PGT OR EQUAL 9 7PWSW #6 x 7/8 FL. PH. TEK SPENCER OR = 10 513 ARCHITECTURAL FRAME CONNECTOR 6063 -T4 ALUM. 6513M 11 ANNEALED I.G GLASS (3/16"A, AIR SPACE, 3/16'A) 12 TEMPERED I.G. GLASS (3/16'T, AIR SPACE, 3/16"T) H-WW -H VISIBLE LIGHT CALCULATION WINDOW WIDTH "TIP TO TIP" - 2.688" WINDOW HEIGHT "TIP TO TIP" - 2.688" Z/5:7,X Clerk P.E PE #38712 Structural FAT PRODUCT RENEWED as welting wish Oro Floids Wang Cede kcnytaawNo.:,r.:..I p2 yak Roved B., F.K. Raved 11, •• •••• • • • P.l • • • • •RAN Ur • • • • • _ - • Or. • • • • Reld 64C •• ••• •• F.K• Dote: 5/2/05 Revisions: I —NO CHG THIS SHT Dote. Revisions: 10410 CHG THIS SHT Odle • *Revisions: 1 y6204•%vv((Np0 CHG THIS SHT 1Qf14'04• CIPDATE NOS 1, 4, 7 & 10 AND ADD ITEMS 11 & 12 174'7 ,95 Drown J.J. 10/24/00 INDUSTRIES. • • • • •• QE/RU3/QN• 1;ROP/t f •¢t: PARTS LIST 419AfiMJM FIxCLD: WI1tDbW, NON— IMPACT 1070 TECHNOLOGY DRIVE P.Q. BOX 1529 NOKOMIS, FL 34275 NOKOMIS, FL 34274 F -6000 std.: NTS Shoat 7 a10 Drawing No. 550 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • •• • • 3/4° NOM. 3/16° ANNEALED GLASS TYP. (2) AIR SPACE 3/8° GLASS SILICON GLAZING DETAIL 3/4" 1. G. GLASS 3/16° ANNEALED OR L 1 _. TEMPERED GLASS GLASS 3/8° SILICON GLAZING DETAIL MONOLITHIC GLASS 1° NOM. 3/16° TEMPERED GLASS TYP. (2) SILICON GLAZING DETAIL 1" 1. G. GLASS SEAM SEALER REFERENCE TEST REPORTS: FTL -2818, 2819, 2820, 2748, 2756, 2758, 3853, 4339 & 4340. L DETAIL E WELDED CORNER ASSEMBLY WELD 0 SEAM SEALER DETAIL D KEYED CORNER ASSEMBLY PRODIUCF RENEWED assompFjkgwBO the Florida DuldingCoas Asep6 K O 3�d(c7G3• 90° SCREWED CORNER ASSEMBLY Rood Br Dote: Revisions: F.K. 5/2/05 1 -NO CHANGE THIS SHEET Rood By: Date: Review: • • • • • • • F.If. 1+117405 jl•NO CHANGE THIS SHEET • • • • Re1sd b: Data • • Revisions • • • • }:K. • 1!/0! 04 G —NO CHG TINS SHT Robert L Clerk, P.E. PE 639712 Structural • • • • • • • ea: 1' 1 e: �/0 ° I- J.J. 10/24/00 IND STRIES• • Q 4ZING • & • CORA R•,9ETAILS • IR &• . • • • • • • . AILCIIIII111.41 :FVEC4 W14110W, NON— IMPACT • • PRATE MONOLITHIC & ADD J.G. GLAZING DETAILS 1070 TECHNOLOGY DRIVE" P.O. BOX 1529 *Sheet OvoMinp No. Relr. NOKOMIS, FL 34275 NOKOMIS, FL 34274 F -6000 NTS 8 al0 550 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A NOTES: 1. NEGATIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS AND GLASS TABLES ASTM E 1300 -98. 2. POSITIVE DESIGN LOADS BASED ON WATER PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE :: A. THE 33 1 /3z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. B. 112 SCREWS - WINDOW. LONG DIMENSION: TO DESIGN PRESSURE OF 16.6 PSF - 26 1/4" MAX. FROM CORNERS AND 22 1/2" MAX. 0.C. OVER 16.6 AND TO 25.0 PSF - 22 1/2" MAX. FROM CORNERS AND 15" MAX. 0.C. OVER 25.0 AND TO 40.0 PSF - 19" MAX. FROM CORNERS AND 9 3/8" MAX. O.C. OVER 40.0 TO FULL DP - 16 1/4" MAX. FROM CORNERS AND 6 3/8° MAX. 0.C. C. 112 SCREWS - WINDOW. SHORT DIMENSION: TO DESIGN PRESSURE OF 16.6 PSF - 15° MAX. FROM CORNERS AND 30" MAX. 0.C. OVER 16.6 AND TO 25.0 PSF - 15" MAX. FROM CORNERS AND 15" MAX. 0.C. OVER 25.0 AND TO 40.0 PSF - 15" MAX. FROM CORNERS AND 10 3/4" MAX 0.C. OVER 40.0 TO FULL DP - 15° MAX. FROM CORNERS AND 6 3/4" MAX. O.C. D. 1/ ° TAPCONS - WINDOW. LONG DIMENSION: TO DESIGN PRESSURE OF 24.3 PSF - 26 1/4" MAX. FROM CORNERS AND 22 1/2" MAX. 0.C. OVER 24.3 AND TO 36.5 PSF - 22 1/2" MAX. FROM CORNERS AND 15° MAX. O.C. OVER 36.5 TO FULL DP - 19° MAX. FROM CORNERS AND 9 3/8" MAX. 0.C. E. 1/4" TAPCONS - WINDOW. SHORT DIMENSION; TO DESIGN PRESSURE OF 24.3 PSF - 15" MAX. FROM CORNERS AND 30" MAX. 0.C. OVER 24.3 AND TO 36.5 PSF - 15" MAX. FROM CORNERS AND 15" MAX. 0.C. OVER 36.5 TO FULL DP - 15" MAX. FROM CORNERS AND 10 3/4" MAX. O.C. GLASS: 3/16" TEMPERED TEST REPORTS: Table 1. COMPARATIVE ANALYSIS OR TEMPERED I.G.(3/16'T, SPACE ,3116'T) FTL -2818, FTL -2819, FTL -2820, FTL -3853 & FTL -4339 WINDOW WIDTH WINDOW HEIGHT 26.000 39.000 51.000 60.000 19.125 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 24.000 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 26.500 _ +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 37.000 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 +100.0 -135.0 48.000 +100.0 -135.0 +100.0 -135.0 +90.6 -90.6 +90.6 -90.6 60.000 +100.0 -135.0 +100.0 - 135.0 +80.3 - 80.3 +58.0 -58.0 97.000 +100.0 -135.0 +78.9 -78.9 +77.2 -77.2 +58.0 -58.0 111.000 +100.0 - 122.9 +69.6 -69.6 +63.0 - 63.0 +58.0 -58.0 120.000 +100.0 -112.6 +65.5 -65.5 +55.8 -55.8 +57.3 -57.3 INDUSTRIES* • • 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 s PR O DUpa I7 wtt M dda n Balding Ws Pie .1. 02 :r/ /... /PR', •• ••• • • • • •• • • •• • • • Revsd By. Dote: Revislorac F.K. 5/2/05 I- UPDATE NOTES AND ANCHORAGE Roved By. Date: Ravish•: • • F.!• 1r17/b5 NANO CHG THIS SHT • i R t•K. ! e(041 6-N0 THIS SHT • • ReVd fir Ne: • Ret brm: • • F.16 W14'04• 4- UPDATE NOTES, ANCHORAGE k ADD I.G. GLASS OPTION Dram By J.J. Description: Datin 10/24/00 • L!S IGN 7°i ijRES,• • /j @'T & 1ldll: • • • • • • • JALONllntUM :, ti WI!'DbW, • • • / d. rte: NOKOMI S FI. 3442274 F-6000 NTS I 9 0110 TEMPERED I.G. GLASS NON- IMPACT Drawing No. • • • • • • • • • • • • •• •• • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • I Rev. 550 1 Table 2. COMPARATIVE ANALYSIS GLASS: 3/16" ANNEALED TEST REPORTS: FTL -2748, FTL -2756, FTL -2758, FTL -3853 AND FTL -4340 WINDOW WIDTH WINDOW HEIGHT 26.000 37.000 19.125 +100.0 -120.0 +100.0 -115.1 24.000 +95.1 -95.1 +85.7 -85.7 26.500 +81.0 -81.0 +77.4 -77.4 37.000 +78.6 -78.6 +40.0 -40.0 48.000 +59.2 -59.2 +40.0 -40.0 53.125 . , +53.6 -53.6 +40.0 -40.0 60.009 ` =:.,+48.4 -48.4 +37.0 -37.0 74.000. . +42.2 -42.2 +28.9 -28.9 , Table 3. COMPARATIVE ANALYSIS GLASS::AINEALED I.G.(3 /16 "A, AIR SPACE, 3/16 "A) TEST REPORTS: FTL -2748, FTL -2756, FTL -2758, FTL -3853 AND FTL -4340 WINDOW WIDTH WINDOW HEIGHT 26.000 37.000 19.125 +100.0 -150.0 +100.0 -150.0 24.000 +100.0 -150.0 +100.0 -150.0 26.500 +100.0 -150.0 +100.0 -139.4 37.000 +100.0 -141.6 +82.5 -82.5 48.000 +100.0 -106.5 +82.5 -82.5 53.125 +96.4 -96.4 +75.8 -75.8 60.000 +86.0 - 86.0 +66.6 -66.6 74.000 +66.2 -66.2 +51.2 -51.2 NOTES: 0 1. NEGATIVE DESIGN LOADS BASED ON COMPARATIVE ANALYSIS AND GLASS TABLES ASTM E 1300 -98. 2. POSITIVE DESIGN LOADS BASED ON WATER PRESSURE AND GLASS TABLES ASTM E 1300 -98. 3. DESIGN PRESSURES UNDER 40 PSF NOT APPLICABLE IN MIAMI -DADE COUNTY. 4. ANCHORAGE: A. THE 33 1/3Z STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. B. 112 SCREWS - WINDOW. LONG DIMENSION: TO DESIGN PRESSURE OF 21.9 PSF - 23" MAX. FROM CORNERS AND 30° MAX. O.C. OVER 21.9 TO FULL DESIGN PRESSURE - 15 3/16° MAX. FROM CORNERS AND 11 13/16" MAX. FROM CORNERS. C. 1112 SCREWS - WINDOW. SHORT DIMENSION: TO DESIGN PRESSURE OF 21.9 PSF - 18 1/2° MAX. FROM CORNERS. (1) ANCHOR REQUIRED ON WINDOW CENTERLINE. OVER 21.9 TO FULL DESIGN PRESSURE - 15" MAX. FROM CORNERS AND 10 3/4" MAX. O.C. D. 1/4" TAPCONS - WINDOW. LONG DIMENSION: TO DESIGN PRESSURE OF 32.0 PSF - 23" MAX. FROM CORNERS AND 30" MAX. O.C. OVER 32.0 TO FULL DESIGN PRESSURE - 15 3/16" MAX. FROM CORNERS AND 11 13/16" MAX. FROM CORNERS. C. 1/4" TAPCONS - WINDOW. SHORT DIMENSION: TO DESIGN PRESSURE OF 32.0 PSF - 18 1/2" MAX. FROM CORNERS. (1) ANCHOR REQUIRED ON WINDOW CENTERLINE. OVER 32.0 TO FULL DESIGN PRESSURE - 15" MAX. FROM CORNERS AND 10 3/4" MAX. 0.C. PRODUCT RENEWED es complying MTh the HEWS RogGvgCede Acceptance N teem Date Read By:Oats Revisions: F.K. 5/2 05 I- UPDATE ANCHORAGE & CORRECT TABLE 3, 26' H -DP Raved By. Date Revisions: • • • • • • s • 1 /■7, 65 WOW CHG THIS SHT • • • 1Revdy :.. 0aelk • R1ev1sfene; • • • •- • • ► • • 12�0� X04 •C NO CHG THIS SHT • • • JteNi 4Pi°ati R • • • • • • • F.K• 10414 4 j PRATE NOTES, ANCHORAGE & ADD I.G. GLASS OPTION oro.n 14. J.J. J 10/24/00 T INDUSTRIES • 4DMGN PRRS5tJ ?ES, • 5f 1''4 & ANNEALED I.G. GLASS • Titles • • • • • • • rAL.L. in i REV :IVA:DOW, NON- IMPACT • • sees /Moliek gate: Sheet Droning No. Raw 7 1070 TECHNOLOGY DRIVE P.O. SOX 1529 NOKOMIS, FL 34275 NOKOMIS FL 342741 F -6000 NTS 10 a110 550 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sunshine Windows Manufacturing, Inc. 1745 W. 33"' Place Hialeah, FL 33012 MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MMAM[, 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 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 4302 Aluminum Fixed Window - Impact APPROVAL DOCUMENT: Drawing No. PW- 00-03, titled " Series 4302 Aluminum Fixed Window- Impact", sheets 1 through 8 of 8, prepared by manufacturer dated 11 -15-02 and last revised on 08- 29-03, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miaani -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by 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 and evidence page(s) as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 03- 0314.07 Expiration Date: September 11, 2008 Approval Date: September 11, 2003 Page 1 Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. PW- 00 -03, titled " Series 4302 Aluminum Fixed Window Impact ", sheets 1 through 8 of 8, prepared by manufacturer dated 11 -15 -02 and last revised on 08- 29 -03, signed and sealed by Francisco Hernandez, P.E. • Note: Manufacturer has clarified weld location (interior side) for comer construction. 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 11, fissile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of aluminum single hung mulled fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3388 (99052), dated August 04 2002, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations and comparative analysis, dated 11 -15 -2002 and last revised on 08- 04-03, signed and sealed by Francisco Hernandez, P. E. 2. Glazing complies withASTME- 1300 -98. D. QUALITY ASSURANCE BY: 1. Miami Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS ' ' • 1. Notice of Acceptance No. 01- 0205.02 issued to Solutia Inc., for c°5afldx / MI • •• Safe Maximum ® ", expiring on 05/21/2006. • •••• . • F. STATEMENTS 1. Statement letter of conformance and "No financial interest", both dat�Q70ruarp2Q,; . 2003, signed and sealed by Francisco Hernandez, P.E. " " ` 2. Laboratory compliance letter, as part of the above referenced test reports ,issued jay • Fenestration Testing lab. • • •••••• • ... • . • • .... •. •. • • • • • • • • • 04 et 1. 044 t� Ishaq L Chanda, P.E. Product Control Examiner NOA No 03- 0314.07 Expiration Date: September 11, 2008 Approval Date: September 11, 2003 E -1 WINDOW ofE L 8 S MORS DESIGN PRESSURE CHART- PSF NUMBEItOP A8 POS. NEG. LONG SIDE INCLINED SIDE SHORT SIDE 108 X 26 10 11 3 75.00 75.00 96 X 26 9 10 3 90.00 90.00 91 X 26 8 9 3 90.00 90.00 84 X 26 8 9 3 90.00 90.00 78 X 37 7 8 4 55.50 55.50 78 X 28 7 8 3 90.00 90.00 78 X 19 7 8 3 90.00 90.00 83 X 46 6 7 5 72.00 72.00 63 X 39 6 7 4 72.00 72.00 83 X 37 6 7 4 63.00 83.00 63 X 26 6 7 3 90.00 90.00 63 X 19 6 7 3 90.00 90.00 48 X 48 5 6 5 73.13 73.13 53 X 48 5 6 5 76.30 76.30 53 X 39 5 6 4 90.00 90.00 53 X 37 5 6 4 78.00 78.00 53 X 28 5 8 3 90.00 90.00 53 X 19 5 6 3 90.00 90.00 46 X 39 5 8 4 90.00 90.00 46 X 37 5 8 4 90.00 90.00 48 X 28 5 8 3 90.00 90.001 46 X 19 5 6 3 90.00 90.00 38 X 37 4 5 4 90.00 90.00 38 X 28 4 5 3 90.00 90.00 38 X 19 4 5 3 90.00 90.00 26 X 26 3 4 3 90.00 90.00 26 X 19 3 4 3 90.00 90.00 74 X 39 7 8 • 4• • • oil 81.20 • 081.0 74 X 37 7 8 • • 54.04 i54. 74 X 28 7 8 3. • 110.9Q,210241 74 X 19 7 8 3 90.00 90.00 I■ A SCREWS a 1° TYP90° CORNER DIITAIL RECTANGLE TYPICAL ELEVATION • • • • • • • ••• • • • • • • • •• • ••• • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • ••• • • ALUMINUM 'h , ( r+ id "OD ' ', fp' CORNERDETAULAI WELD INTERIOR OORNBRDETAn.82 12° CORNER DETAIL 4 °III- 4,10°MAX* SHORT SIDE (5) 4- TRAPEZOID TYPICAL ELEVATION ANCRORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4° ELCO TAPCON WITH 1 1/2° MINIMUM EMBEDMENT I= WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4° -20 HILTI KWIK -FLEX SELF-DRILLING SCREW STEEL MATERIAL SHALL CONFORM TO ASV A500, A853 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 8063 -T5 WITH 1/8° MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY W000 BUCK OR W000 STRUCTURE USE 1/4 ° -20 HILT! KWIK -FLEX SELF-DRILLING SCREW WITH 1 1/2° MINIMUM EMBEDMENT INTO WOOD GIAS8 0.34" OVERALL LAMINATED GLASS USING TWO IJTES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX /KEEPSAFE MAXIMUM INNER LAYER BY SOLUTIA W MIN FOR CORNER WELDED CONNECTIONS USE 1/8° FILLET WELD WITH 1 1/4° MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY Apprwcd of r°mtdylog•60 me Florida :...1, . 2 // Dn• 6- 200.3 NOM , -_ _o 11! FRAM: MOO HE NANDEZ MOMS PE # 51353 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd X12 Fax 828 8114 Mown er MN ooba 11 -15 -02 t1o°Nn NTS R°d°lcoo 7 -1 -03 R DRAWNO NO PW -00 -03 SHEET 1 OF 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WINDOW SI233 W X H MBE DESIGN PRESSURE CHART - PSF N ANCHORS POS. NEG. SILL JAMBS CIRCLE TOP 28 X 108 3 10 3 90.00 90.00 26 X 96 3 9 3 90.00 90.00 28 X 91 3 B 3 90.00 80.00 26 X 84 3 8 3 90.00 90.00 37 X 78 4 7 5 55.50 55.50 28 X 78 3 7 3 90.00 90.00 19 X 78 2 7 2 90.00 90.00 48 X 83 5 6 6 72.00 72.00 39 X 63 4 8 5 67.20 87.20 37 X 63 4 6 5 70.10 70.10 26 X 63 3 8 3 90.00 90.00 19 X 63 2 6 2 90.00 90.00 48 X 48 5 5 5 73.13 73.13 46 X 53 5 5 8 72.00 72.00 39 X 53 4 5 5 82.50 82.50 37 X 53 4 5 5 84.00 84.00 28 X 53 3 5 3 90.00 80.00 19 X 53 2 5 2 90.00 80.00 39 X 48 4 5 5 90.00 90.00 37 X 48 4 5 5 90.00 90.00 26 X 48 3 5 3 90.00 90.00 19 X 48 2 5 2 90.00 90.00 37 X 38 4 4 5 90.00 90.00 26 X 38 3 4 3 90.00 90.00 19 X 38 2 4 2 90.00 80.00 26 X 28 3 •4 ,• 6 •6 *gawps •90.00 •9.0•!00_ 110.00. 9.001 • 66.60► 19 X 28 2 • 3 •7 39 X 74 4 37 X 74 4 • •7 . • : • 1400 26 X 74 3 7 3 90.00 90.00 19 X 74. 2 7 2 90.00 90.00 • OOR ETAIL I7v. 8 CIORNBRDSTAIL#1 TYP90° CORNER DETAIL •• • •• •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • ••• • • °AT SILL WINDOW WIDTH (117 10 UPRIGHT RECTANGLE WITH CIRCLB TOP TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4° ELCO TAPCON WITH 1 1/2° MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4° -20 HILTI KWIK -FLEX SELF - DRIWNG SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500, A853 OR A38 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6063 -T6 WITH 1/8° MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4 ° -20 HILT1 KWIK -FLEX SELF- DRIWNG SCREW WITH 1 1/2° MINIMUM EMBEDMENT INTO WOOD 0.34° OVERALL LAMINATED GLASS USING TWO UTES OF 1/8° HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX /KEEPSAFE MAXIMUM INNER LAYER BY SOLUTIA WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8° FILLET WELD WITH 1 1/4° MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY Approved w n,,..+ ' 4:,..d.:111 Dm./ s'�3i3L'.II�JE sqe' 4:1 1. (,.1441( g- FRANCISCO HERNANDEZ FLORIDA PE g 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place •1ao 51012 B 8115 Fht Rea D..,, MH Dates 11 -15-02 Soma NTS Rs .! m7 -1 -03 PWNO. 00 -03 SHEET 2 OF 8 • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• • • • • ••• • • WINDOW SIZE W g s 13TCHES DESIGN PRESSURE CHART - PSF MIME OF ANCHORS POS. NEG. mu_ CIRCLE TOP JAMBS 108 X 28 10 15 3 90.00 90.00 98 X 26 9 13 3 90.00 90.00 91 X 28 8 13 3 90.00 90.00 84 X 26 8 12 3 90.00 90.00 78 X 37 7 11 4 55.50 55.50 78 X 26 7 11 3 90.00 90.00 78 X 19 7 11 3 90.00 90.00 83 X 48 8 9 5 72.00 72.00 63 X 39 6 9 4 67.20 67.20 83 X 37 6 9 4 70.10 70.10 83 X 28 6 9 3 90.00 90.00 63 X 19 8 9 3 90.00 90.00 48 X 48 5 7 5 73.13 73.13 53 X 46 5 8 5 72.00 72.00 53 X 39 5 8 4 82.50 82.50 53 X 37 5 8 4 84.00 84.00 53 X 26 5 8 3 90.00 90.00 53 X 19 5 8 3 90.00 90.00 46 X 39 5 7 4 90.00 90.00 48 X 37 5 7 4 90.00 90.00 48 X 28 5 7 3 90.00 90.00 48 X 19 5 7 3 90.00 90.00 38 X 37 4 8 4 90.00 90.00 38 X 26 4 6 3 90.00 90.00 38 X 19 4 •6 • • 4 •90400 x0.00• 9400: 9 .00° 68.40 26 X 26 3: 4 3• • i! : g oo 94005 !&40 28 X 19 3 •$ 74 X 39 7 • •11 a • R 74 X 37 7 11 4 59.10 59.10 74 X 26 7 11 3 80.00 90.00 74 X 19 1i • • 14 • • 3 ' 1!104 4bQ.00 • • • • • • • • • • • • •• • • • • •• • • • • •• • ••• • • • • • • • • • • • • •• • • • •• • ••• • • • ALUMINUM WELD MEMOS SEE WELDING NOTE TYP 90° C DETAIL SIDEWAYS RECTANGLE WITH CIRCLE TOP TYPICAL ELEVATION ANCHOR& 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/e ELCO TAPCON WITH 1 1/2° MINIMUM EMBEDMENT KM WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4° -20 HILTI KWIK -FLEX SELF-DRILLING SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500, A853 OR A36 WITH 12 Ga MINIMUM WALL THICKNESS. ALUMINUM ALLOY 8063 -T5 WITH 1/8° MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4° -20 HILTI KWIK -FLEX SELF - DRIWNG SCREW WITH 1 1/2° MINIMUM EMBEDMENT INTO WOOD GLASS: 0.34" OVERALL LAMINATED GLASS USING TWO LIES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX /KEEPSAFE MAXIMUM INNER LAYER BY SOLUTIA WE D1N&: FOR CORNER WELDED CONNECTIONS USE 1/8° FILLET WELD WITH 1 1/4" MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY ATPP•WasempbIq•iuNa Mai 111.444de 1 -21-03 FRANCE= HERNANDEZ FLORIDA PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 . 33rd 7 P� laca PIP 628 -0718 er• MH ed. t1-15-02 sea* NTS Re4814e7 -1 -03 Redfeiaea DRN4NO N0. PW -00 -03 SHEET 3 OF 8 •••• ••••••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIDOW SIZE W X S MIES DESIGN PRESSURE CHART - PSF masiltaar ANCHORS POS. NEC. SILL ARCH 108 X 28 10 11 90.00 90.00 98 X 28 9 10 90.00 90.00 91 X 26 8 10 90.00 90.00 84 X 28 8 9 90.00 90.00 78 X 37 7 11 55.50 55.50 78 X 28 7 9 90.00 90.00 78 X 19 7 8 90.00 90.00 63 X 32 6 9 75.00 75.00 83 X 26 6 8 90.00 90.00 63 X 19 6 7 90.00 90.00 48 X 24 5 7 90.00 90.00, 53 X 27 5 8 90.00 90.00 53 X 19 5 7 90.00 90.00 46 X 23 5 7 90.00 90.00 46 X 19 5 8 90.00 90.00 38 X 19 4 8 90.00 90.00 26 X 13 3 4 90.00 90.00 74 X 37 7 11 57.00 57.00 74 X 26 7 9 90.00 90.00 74 X 19 7 8 90.00 90.00 • •• ••• • • • • • •• • • • • • • •• ••• • • •• • • • •• • • ••• • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • ••• • • ARCH TYPICAL ELEVATION ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4° ELCO TAPCON WITH 1 1/2° MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4° -20 HILTI KWIK -FLEX SELF - DRIWNG SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6093 -T5 WITH 1/8° MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4 ° -20 HILTI KWIK -FLEX SELF - DRIWNG SCREW WITH 1 1/2° MINIMUM EMBEDMENT INTO WOOD GLASS: 0.343 OVERALL LAMINATED GLASS USING TWO LITES OF 1/8° HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX /KEEPSAFE MAXIMUM INNER LAYER BY SOLUTIA WELDERS: FOR CORNER WELDED CONNECTIONS USE 1/8° FILLET WELD WITH 1 1/4° MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY 3 - 7f!'o3 FRANCISCO HERNANDEZ FLORIDA PE # 61393 Sunshine Windows tfanufacturing, Inc. 1748 W. 33rd Place Florida 330t2 8952 Fax 87 8 p.m B M H Oats: 11 -15 -02 scale NTS Ra„,uk. 7 -1 -03 Raaama 888D NO. PW -00 -03 SHEET 4 OF 8 ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • •• •• PULL ROUND TYPICAL ELEVATION DESIGN PRESSURES POSMV8- +90AOPSF NEGATWB= 10..00PSF TYP90° CORNER DETAIL CORNBRDSTA1L#2 •• ••• • • • • • •• QUARTER RbUND • • TYPICAL ELE'TATIO! • • .• •4• •• • • • •• DESIGN PRESSURES POSITIVE- 440A0PSW p. • • • • NBGATIVS� 9:.00 �s • • • • • • • • • • • • • • • • • • • • • • • • 14 • • • •• • • • ••• • • TRIANGLE TYPICAL ELEVATION DESIGN PRESSURES POS1TIVE•+90.1XIPSP NEGATIVE..- 90.00PSF 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4° ELCO TAPCON WITH 1 1/2° MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4° —20 HILTI KWIK —FLEX SELF— DRIWNG SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500. A553 OR A38 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 8083 —T5 WI1H 1/8° MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 28Y WOOD BUCK OR WOOD STRUCTURE USE 1/4 ° -20 HILT1 KWIK —FLEX SELF — DRILLING SCREW WITH 1 1/2° MINIMUM EMBEDMENT INTO WOOD GLASS: 0.34° OVERALL LAMINATED GLASS USING TWO LEES OF 1/8" HEAT STRENGTHENED GLASS WITH A 0.080 SAFLEX /KEEPSAFE MAXIMUM INNER LAYER BY SOL.UTIA WELDING: FOR CORNER WELDED CONNECTIONS USE 1/8° FILLET WELD WITH 1 1/4' MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY Ateteam _ !misPb't1t.NiHe o ca. v3 14 15440)t.414. q.k t' 2c1-v3 FRANCISCO HO NANDEZ FMOEDA PE ®S1383 Sunshine Yin dons Manufacturing, Inc. ram Pta aai o o/a.n Fly/ M H oaa. 1l 15 -02 soft NTS •••Tw7 -1 -03 R.waw,o MAIM NO. PW -00 -03 SHEET 5 OF 8 ••• • • • • • • • • • • • • ••d. • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• OCTAGON TYPICAL. ELEVATION DESIGN PRESSURES POSIIYVEm490A0P9P NEGATIVE-- 90.00PSF •• ••• • • • • • • • • • •• ••• •• • • • •• 2 ANCHORS PER SIDE (TYPICAL) • • • •• • • OLJNNERDETATLA1 • • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • ••• • • CORNER DETAIL #1 V 2 ANCHORS PER SIDE (TYPICAL) B HEXAGON TYPICAL ELEVATION DESIGN PRESSURES POsf11CVE.4+90.00 PSF NEO42'VB®- 90.001ASF ANCHORS: 1. FOR CONNECTION TO CONCRETE BLOCK USE 1/4° ELCO TAPCON WITH 1 1/2° MINIMUM EMBEDMENT INTO WALL 2. FOR CONNECTION TO METAL STRUCTURE USE 1/4° —20 HILTI KWIK —FLEX SELF — DRIWNG SCREW STEEL MATERIAL SHALL CONFORM TO ASTM A500, A853 OR A35 WITH 12 Go MINIMUM WALL THICKNESS. ALUMINUM ALLOY 6083 —T5 WITH 1/8° MINIMUM WALL THICKNESS. 3. FOR CONNECTION TO 2BY WOOD BUCK OR WOOD STRUCTURE USE 1/4 ° -20 HILTI KWIK —FLOC SELF—DRILLING SCREW WITH 1 1/2° MINIMUM EMBEDMENT INTO WOOD GLASS: 0.34° OVERALL LAMINATED GLASS USING TWO LRES OF 1/8° HEAT STRENGTHENED GLASS WITH A 0.090 SAFLEX/KEEPSAFE MAXIMUM INNER LAYER BY SOLUTIA WIELDING: FOR CORNER WELDED CONNECTIONS USE 1/8° FILLET WELD WITH 1 1/4° MINIMUN LENGTH MADE WITH ER4043 FILLER ALLOY Apprdi •HIDE NW • �Y�•caia �•r �aiii b 1rka1 t • uW aar�. 2`1 -o3 FRANCISCO HERNANDEZ FLDRI PE a 51383 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Phi Fee 5115 o:z E.. .2:11 Oran Sn MH Sat• 11 -15 -02 Sadie NTS 7 -1 -03 PW 00 -03 SHEET 6 OF 8 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL CONNECTION TO BLOCK AND CONCRETE SECTION A A •a 1/4 MAX. SHIM J. 0 4I 0 A AN WINDOW WID% • • •• • • • ••• • • • • • • • • • •• ••• •• • • • •• GLAZING; 0.34° OVERAL LAMINATED GLASS USING TWO LJTES OF 1/8° HEAT STRENGTHENED GS N MUM INN) LAYER 0Y SOLIA.FLEX /K�� 1/8° MINIMUN WALL THICKNESS ALUMINUM ALLOY 8063 —T5 MIAMI —DADE COUNTY APPROVED MULLION (UNDER SEPARATE APPROVAL) (CONNECTION TO ALUMINUM MULL) SECTION A - A MIAMI —DADE COUNTY APPROVED MU WON (UNDER SEPARATE APPROVAL) WOOD BUCK BY OTHERS MUST BE PROPERLY ANCHORED TO TRANSFER LOAD TO THE STRUCTURE AND TO BE REVIEWED BY BUILDING OFFICIAL • •• • .• •••• • • ••• • • ••• • % • CONNECTION TO BLOC+CONCRE • • • • • • • • • • SECTION BA '•• • ••• •.• • 1/8° MINIMUM WALL THICKNESS ALUMINUM ALLOY 8063 —T5 (CONNECTION TO ALUMINUM MULL) SECTION B -B Flo eo• - Easy q,��r� �"4q ppn. r._� — ���0 g- 2i -0'3 FRANCISCO HERNANCIa FlARIDA PE # 51383 Sunshine Endow Manufacturing, Inc. 1745 W. 63rd Plaa.$ ma — �DI Elk Ek sal Dram sr MH cabs 11 -15 -02 sa.1 2• =1 R.detoro7 -1 -03 PWN� 00 -03 SHEET 7 OF 8 •.. • • • • • • • • • • • • • ••• • • • • • • •• • •• • • ••• • • • • • • . • • • • •• •• STEEL MEMBER SHALL CONFORM TO ASTM A500, A653 OR A36 WITH 12 GA MINIMUM WALL THICKNESS (CONNECTION TO STEEL MEMBER) SECTION A - A (CONNECTION TO STEEL MEMBER) SECTION B -B •'• .'. '• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • ••• • • MATERIAL LIST TIMIS PART DESCRIPTION MATERIAL 1 SW -101 HEAD, SILL AND JAMBS 8083 -T6 2 SW -102 GLAZING BEAD 8083 -T8 3 ANCHORS SEE ELEVATION SHEETS 4 # If X 1' PH S.M.S ASSEMBLY SCREW 8 .340' LAMINATED GLASS /HEAT ST11 SEE GLAZING DETAIL SHEET 7 8 - DOW CORNING 998 OR EOU1VALENT STRUCTURAL SILICONE 7 / 8' X 1' PH SAS SMS 0 14' O.C. MAX. ALL AROUND PERIMETER TO ATTACH GLAZING BEAD TO FRAME al OaaATJ.YwN We I FRANCISCO HERNANDEZ FLORIDA PE 1 51393 qq l 4 1. L%!NA 1 Sunshine Vindoas knutactwing, Inc. 1745 19. 33rd PAP= Ph 112 RI 0 a; c c W LSO EN rah lIgli Mal am., 2y; MH ad= 11 -15 -02 Seem 1/2"=1" ReN*ac7 -1 -03 Reds/ac MAN Na PW -00 -03 SHEET 8 OF 8 ••• • • • • • • • • • • • • ••• • • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• M I A M I•DA,DE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 Sunshine Windows Manufacturing, Inc. 1745 W. 33'd Place Hialeah, Florida 33012 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 2001 Aluminum French Door Impact Resistant. APPROVAL DOCUMENT: Drawing No. FD08 -1, titled "Series 2001 Aluminum French Door Impact Resistant ", sheets 1 through 3 of 3, prepared by the manufacturer, dated 04 /02/08 with no revisions signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Renewal 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 renews NOA # 02- 1104.03 consists of this page 1, evidence page 1, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Iqbal Shaikh, P.E. NOA No 08- 0417.05 gym- Expiradon Date: May 08, 2013 MIAMI ' - COUNTY Approval Date: May 22, 2008 APPROVED y,/y7 ID° Page 1 ( Sunshine Windows Manufacturing, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD08 -01, titled "Series 2001 Aluminum French Door Impact Resistance ", sheets 1 through 3of 3, prepared by the manufacturer, dated 04 /02/08 with no revision, signed and sealed by Francisco Hernandez, P.E. B. TESTS ( Submitted Under NOA # 2- 1104.03) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 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 swinging glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. 3399, dated 07/24/02, signed and sealed by Late Gilbert Diamond, P.E., reviewed by J. O. Chan, P. E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Francisco Hernandez, PE, dated 03/31/08 signed and sealed by F. Hernandez, P.E. D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for "Saflex III G clear and colored interlayer", expiring on 05/21/11 2. . Die drawings prepared by Alcan ExtrusionsAWC -36, 37, 38, 39, 4/8i t7, dated • • . . 2003. • E. • • • . . . STATEMENTS "" • • • • . • • 1. No Interest Letter signed and sealed by Francisco Hernandez, PEi on Apri102, ' • • 2008, • • •. •. • 2. Code Compliance letter signed and sealed by Francisco Hemandah PJ ,.on April . 02,2008 • • • . 3. Test Compliance letter issued by Fenestration Testing Laboratory, Indon • • • • 08/16/02 signed and sealed by J. Chan, PE.(Submitted Under NOA4 0!- 1104.U34'. F. OTHER 1. NOA # 02- 1104.03 E -1 Mohammed Iqbal Shaikh. P.E. Senior Building Code Compliance Specialist NOA No. 08- 0417.05 Expiration Date: May 08, 2008 Approval Date: May 22, 2003 .• • • • ••• • • • ••• • •• • • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• 5° I 10° MAX. FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE $1 AND DESIGN PRESSURES CHART OF THIS SHEET. FOR DETAILS SEE SECTIONS SHOWN ON SHEETS 2 OF 3 AND 3 OF 3. 5 °I 10° 37° MAX. DOOR WIDTH 1 ____ 1 1 1L _ 261/8° [ — MAX. DAYUGHT / 26 1/8" • • ••• 8 70.0 (2) MAX 3 70.0 MAX. DAYLIGHT M 4 6' -8" 7 70.0 / // C: ,__, n m MAX. DAYIJGHT NA J Q hl g 11 ,, 1 1 1 37° MAX. DOOR WIDTH 1 I I 1 1 1 1 I I I POS. [ — 26 1/8" 26 1/8" • • ••• 8 70.0 - MAX 3 70.0 MAX. DAYLIGHT 3' -0" 4 6' -8" 7 70.0 O // 3 70.0 n m MAX. DAYIJGHT NA J -� A T _ S m — — - o — _ 1 1 1 1 1 1 I I ELEVATIONS MIAMI- DADE IMPACT RESISTANT SHUTTERS ARE NOT REQUIRED • • • • ••• • • • : : :DESIGA Pt SSUI gC 1 T- PSF • • • • • • • • • • • • • • . -. • • • •DOOR LEAF WIDTH (NQIINA1.) • • DOCK LEAF ANCHORS 5eER EAD ON 111 41-• • 9C0R HEIGHT (NOMINAL) • • • DOOR • LEAF ANCHORS ER WE B • POS. NEG. • .4• • • •3'• - -o: • • • • • : •4.• • • •• •• • • : : :•. 8' -0" • • ••• 8 70.0 70.0 2' -6" 3 70.0 70.0 3' -0" 4 6' -8" 7 70.0 70.0 2' -6" 3 70.0 70.0 NOTES: 1. ANCHOR OPTIONS AND NUMBER OF ANCHORS: 1/4" ELCO TAPCONS WITH 1 1/2° MIN. EMBEDMENT INTO CONCRETE BLOCK OR INTO 2BY WOOD BUCK BOR X14 S.M.S. X 1 /2 IN METAL M FOR NUMBER OF ANCHORS FOR EACH 000R UNIT SIZE REFER TO DESIGN PRESSURES CHART. 2. FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED N ORDER TO ACHIEVE DESIGN PRESSURES SHOWN ABOVE. 3. GLAZING. 5/18° OVERALL LAMINATED GLASS MADE OF TWO TRES OF 1 /8" HEAT STRENGTHENED GLASS WITH A 0.090° INNER LAYER FILM SAFFLEX- KEEPSAFE BY SOLUTIA INC. GLAZING PENETRATION 0.533 °. 4. COLONIAL MUNTINS CAN BE APPLIED. 5. FRAME CORNERS CONSIST OF BUTT JOINTS FASTENED WITH (2) /10 X 1" PAN HEAD SHEET METAL SCREWS. 6. SEALANT AROUND PERIMETER OF DEAD BOLT, HANDLE, STRIKE PLATES, FLUSH BOLTS, FRAME, PANEL, ETC. 7. REFERENCE TEST REPORT FTL -3399. 8. THIS PRODUCT MEETS THE REQUIREMENTS OF THE 2004 FLORIDA BUILDING CODE PRODUCT RL+lmva(7 co/VruB nc:h cea Ptmid Rriid: u• dnir ' Evvolimpto By bawl f:Acomait.. Divialon 4 -2 -08 FL. PE j 51583 Sunshine Windows Monufachuing, Inc. 1745W. 33,4 Plow Ittateah, Frorhlo uo12 Ph: (303)384 -9982 Pmc()828 -3118 • B o R F caw 04/02/08 • MB RerW= IMMO NO. FD08 -01 SHEET 1 OF 3 • •. • • • • • • • ••• • • • • •• • • • • • •• •• • • • • • • • • • • ••• • • • • • • • • • • ••• • • • • ••• ANCHORS 438° FROM CORNERS AND THE REST 012' 0.C. MAX FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE /1 AND DESIGN PRESSURE CHART ON SHEET 1 OF 3. (TYPICAL FOR DOOR JAMBS) • • • • • • • 1.4' SHIM MAX •• • • • •• • • • a • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • ov • • • • • • © • • m• • •• • • •• • • • •• 1 0 0 —n IBY OR 2BY WOOD BUCK BY OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (1YPTC AL FOR ALL WOOD KICKS) CMU WALL REV. GLAZING DETAIL ANCHORS ®6" FROM CORNERS AND THE REST 012' 0.C. MAX FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE al AND DESIGN PRESSURE CHART ON SHEET I OF 3. (TYPICAL FOR DOOR JAMBS) 0 O HORIZONTAL SECTIONS PROBJCi as comp;y t::g'•6J0 as: : cdr,Jr DoiliN;;a Cad. Asv9P4s,so No0;• 1► Miami B Division 4- 2_og FRANCISCO HEFWANDEZ FL PE f 1 Sunshine Windows Manufacturing, hlc, 1745 W. 33rd Plade 19dec , Florida 33012 Ph: (308)384 -9982 Fina(305)828 -8118 1+7 Dr.an9• RF Date 04 -02 -08 ScAe Redd= ltari•ea MARI NO. FD08 -01 SHEET 2 OF 3 • •• • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • ••. • • • • • • • • ••• • • • • • .• • • • • • • • 1BY OR 28Y WOOD BUCK BY OTHERS SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (TYPICAL FOR ALL WOOD BUCKS) Oar IMPACT GLASS: SEE NOTE /3 ON SHEET 1 OF 3 AN0 GLAZING DETAIL SHOWN IN SHEET 2 OF 3. STRUCTURAL SILICONE DOW CORNING 00 SMILAR ANCHORS ®5° FROM CORNERS AND THE REST ®IO' 0.C. MAX FOR ANCHOR OPTIONS AND NUMBER OF ANCHORS SEE NOTE #1 AND DESIGN PRESSURE CHART ON SHEET 1 OF 3. (TYPICAL FOR HEAD AND SILL) VERTICAL SECTION MATERIAL FIST ITEM # PART # REQD. DESCRIPTION: • • • • •• • •• : • • • • • MATERIAL 1 SW -38 1 • • • • • • FRENCH D2 , • H04D • • • • • • • • • • • 6063 —T6 2 SW -39 4 FRENCH DOOR TOP AND BOTTOM RAIL • 6063 —T6 3 SW -36 4 FRENCH DOOR VERTICAL STILE 6063 -76 4 SW -37 2 FRENCH 00011 MB • • • • • • • • . • • 6083 —T6 5 SW -40928 (4 ") 1 PER ANCHOR FLAT FILL COVET • • • • • • 6063 —T5 6 SW -40 1 FRENCH DOOR, $IrL 04 0441) : : : • • • • • 6063 —T6 7 SW -47 1 FRENCH DOOR ADAPTER 6063 —T5 8 SW -3332 AS REQD FIN PILE WEATHER STRIP (VYNIL BULB) POLYPROPYLENE 9 SW -57 3 PER LEAF 8° BUTT HINGE 6063 75 10 SILICONE AS REQ'D DOW CORNING 995 /PECORA 895 SILICONE 11 SW —L1 1 LOCK (LATCH) METAL 12 SW —L2 1 YALE NEW TRADITIONS' 800 SERIES DEAD BOLT LOCK, KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR METAL 13 SW —FB 2 PER LEAF SERIES 2510 CONCEALED FLUSH BOLT BY REGENT METAL 14 SCREWS AS —REQ'D # 10 X 1" SMS 15 SCREWS AS —REQ'D # 10 X 1 1/2" SMS 16 SW -30 AS —REQ'D APPLIED PERIMETER TRIM 6063 —T5 17 SCREWS AS —REQ'D # 8 X 1/2° SMS 18 SW —H 1 SURFACE MOUNT HANDLE METAL 400° OFD TOP & BOTTOM RAIL (SW -39) FD VERTICAL STILE (SW -36) 0 PERIMETER TRIM .078° ®FO JAMB (SW -37) OFD ADAPTER(SW -47) FD HINGE (SW -57) 5.00° FD SILL (SW -40) rear.: -1 NI •.c „r wl., -..�, the Florida Rn•. uu Envision 4.2_O8 FRANDISCO 11a Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Mash, FI•idc 33012 Ph: (3[0384 -9952 Fina(305)828 -5115 Drain er: RF Dalm Sale 1//2 ..1' Rwidore DRAWING NO. FDOS -01 SHEET 3 OF 3 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Raynor Garage Doors 1101 E. River Road Dixon, IL 61021 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.aov/baUdinacode • • • •••• • • • • •• • • • • • • • • • •• • • •• • • This NOA is being issued under the applicable rules and regulations governing the uise•®E2=onstru ' ction. • materials. The documentation submitted has been reviewed by Miami -Dade Count•la.odiit Coip Division• •: • •' and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade Comity andtither 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 Prod&u;4Gontroi Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade►Co i y) reserve t►ie right; to have this product or material tested for quality assurance purposes. If this product or mate4hl, fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: SteelForm 12' -2" wide Sectional Garage Door APPROVAL DOCUMENT: Drawing No. P -3310, titled "Spec. Wind Load SteelForm Standard 24 Gauge and 20 Gauge ", sheets 1 through 3 of 3, dated 03/06/08, with revision A dated 03/07/08, prepared by Raynor Garage Doors, signed and sealed by Richard A. Baumann, 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 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 consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. • • • NOA No. 08- 0709.07 Expiration Date: November 6, 2013 Approval Date: November 6, 2008 Page 1 • • Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "" 1. Drawing No. P -3310, titled "Spec. Wind Load SteelForm Stand a;4 Gaire'gild 20 Gauge ", sheets 1 through 3 of 3, dated 03/06/08, with revision A dated 03/07/Q8, prepared by Raynor Garage Doors, signed and sealed by Richard•Ar pampa? P E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202.94 2) Large Missile Impact Test per FBC, TAS 20S-946, •••• • 3) Cyclic Wind Pressure Loading per FBC, TAS•203'94 : • ". Along with marked -up drawings and installation diagram of a 12'x 8'SteelForm Sectional Garage Door, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493- 0305 -08, dated 04/14/08, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on Tensile Test per ASTM E8, of steel sheet, prepared by Certified Testing Laboratories, Test Report No. 0313Q, dated 04/25/08, signed and sealed by Ramesh Patel, P.E. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized painted steel, prepared by Wendler Engineering Services, Inc., dated 09/25/08, signed and sealed by Richard A. Baumann, P.E. .... •••• .. . • • • .. • .' • • • • • • • • • C. CALCULATIONS 1. Jamb attachment verification calculations, prepared by Wendler Engineering Services, Inc., dated 05/16/08, signed and sealed by Richard A. Baumann, P.E. 2. Jamb attachment to steel angle calculations, prepared by Wendler Engineering Services, Inc., dated 09/26/08, signed and sealed by Richard A. Baumann, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). - fah' Carlos M. Utrera, P.E. Product Control Examiner NOA No. 08- 0709.07 Expiration Date: November 6, 2013 Approval Date: November 6, 2008 E -1 • • Raynor GaraEe Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... E. MATERIAL CERTIFICATIONS •••• 1. Test report on Surface Burning Characteristics, per ASTM E84 of Tyke D • • • ' • EPS, Report No. 3147467SAT -001, prepared by Intertek TestipgAmices, N4, Inc., • • dated 04 /10/08, signed by Chris Bowness, P.E. •••• •••• • • 2. Test report on Self - Ignition Temperature per ASTM D1929 of'Iiylse IX EP9',•prepared • • by Intertek Testing Services, NA, Test Report No. 3147467SAT- , daterQ5126 /06, signed by Chris Bowness, P.E. • • • 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Prodects LI:C., for.tlicar EPS Block Type Insulation, approved on 02/28/08, and expirins of -01 /11 /1 Er • • • • • • . •• F. STATEMENTS 1. Statement letter of code conformance issued by Wendler Engineering Services, Inc., dated 05/19/08, signed and sealed by Richard A. Baumann, P.E. 2. Statement letter of no financial interest issued by Wendler Engineering Services, Inc., dated 05/19/08, signed and sealed by Richard A. Baumann, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No. 08-0709.07 Expiration Date: November 6, 2013 Approval Date: November 6, 2008 E -2 TOP FD(RIRE��� 1'xNB' BEE DETAIL C� SELF-TAPPING O) PER SHEET2 ACREW W)PERTOP . ROLLER KEEPER �- SEE DETAIL 220N SHORT STEM ROLLER SEE DETAIL ON TOP FIXTURE DETAIL SHEET CENTER STILE OB5 EMN CENTER HINGE SEE DETAIL ON SHEET2 CENTER HINGE DETAIL SINGLE END STILE ASS MN CORNER DETAIL 885 D SEE ETAL ON SHEET 2 EDGE HINGE DETAIL SINGLE END 8TILE CENTER STILE .055 MIN SINGLE END STILE .089 EON 0005 HINGE GENDER NWOE /NEE DETAIL ON 814 T2 DETDETAIL ON BN1L}ra EDGE HINGE SEE DETAIL ON SHEET 2 ROLLER KEEPER SEE DETAIL ON SHEET 2 SHORT STEM ROLLER SEE DETAIL ON SHEET 2 LOOKS (OPTIONAL) SEE SHEET 3 FORDETALS 1W'XHQ SELF-TAPPING SCREW (8) PER EWE HINGE (4)PER CENTER HINGE CORNER BRACI4ETT DETAIL SINGLE END STILE .068 MIN WI( - TAPPING 6CREW (M PER CORNER ROLLER KEEPER SEE DETAL ON SHEET SHORT STEM ROLLER BEE DETAIL ON SHEET 2 EDGE HINGE DETAIL SINGLE END STILE 0 CENTER HINGE DETAIL Nair INSULATION AND BACK COVERS (OPTIONAL) SECTION TI005S88 =2 SHIN THICKNESS 2STEE24F 023 � STEELLFORM OPTIMA 20GA(.035 M00 ISNINIUM YIELD STREN'O H =53470 PSI 1/2" DEEP REINFORCING RIB (2) PER SECTION 24" MAX ( —O Z. 9 QUANTITY OF CENTER STLEB VARIES WITH DOOR WIDTH 17 -2' MAX DOOR WIDTH SECTION DETAIL TONGUE AND GROOVE SECTION JOINT 114. 5/Q _ SELFING SCREPER TRACK AND COUNTER BALANCE IFR WERE OMITTED FROM ALL DETAILS ON THIS PAGE FOR CLARITY. SEE SHEET 3 FOR TRACK AND COUNTER BALANCE DETAILS DOOR HEIGHT SECTION MORT 20'OR24' -A A- •• ••• • • • • • • • • • •• ••• UBAR DETAIL 18 GA (.049 MN) 80 KSI MN TENSILE 8TEM. (2) PER SECTION DOORS TESTED PER TAS 202 FOR STATIC AIR PRESSURE • • • • TESTESPER TAS 201, TAS 203 OR L AGE MISSILE IMPACT AND • C'fLIC WIND PRESSURE •• • • • • DE!IILuN PRESSURE 441.5 / .47.0 mak 1631333301 Imanzamykoournot W • .- Doom SPEC F854LOAD 24 GAUGE A1AA AGAYGE •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 1sz P-3310 d , A° MAOONRYOR WOOD STRUCTURE 2X8ASN8401A TREATED IF MOUNTED TO MASONRY SEE JAMBATTACHMENTON SHEET 3 FOR SPACING HE( HEAD LAG SCREW 6/18'X1344' WITH 5/117 FLAT WASHER (2) PER BRACKET SEE DETAIL ON THIS ANGLE MOUNT SEE DETAIL ON SHEET 3 VERTICAL TRACK ?TRACK TO BE X88 MIN GALVANIZED STEEL 8' TRACK TO BE .105 MIN GALVANIZED STEEL SEE DETAIL ON THIS SHEET SEE JAMB ATTApOffMON SHEET 3 FOR SPACING HE( HEAD LAG SCREW &18'X 1-3W WRH TAMS' FLAT WASHER (2)PER BRACKET SEE DETAIL ON THIS SHEET TRACK BRACKET BEE ACING CHART FOR LOCATIONS. BEE DETAIL ON THIS SHEET VERTICAL TRACK 2' TRACK TO BE X88 MN GALVANIZED STEEL 3' TRACK TO BE .105 MN SEEDETAIL ON EEL BEE DETAIL ON THIS SHEET ANGLE MOUNT ON WOOD JAMB T TPA= ANGLE YWNITA OWN r TRAGCANGLE UMW AWMARIE MASONRY OR WOOD STRUCTURE 2)(8 MINIMUM, TREATED IF MOUNTED TO MASONRY BRACKET MOUNT ON W000 JAMB 1.80+. OE SCALE 12 3' TRACK BRACKET .118 GALV STEEL 3.100 c T L-� 4� 2.88+1 1.80 I 1 •k O, SCALE 12 4" TRACK BRACKET .118 (N .V. STEEL ,0\ 0 228 2.82 TOP FIXTURE X88 GALV. STEEL SCALE: 12 CENTER HINGE JW80ALV.8TEE. 0 L 0.43 �• SCALE 12 T TRACK ROLLER SCALE 12 606E MOE X88OALV8TEEL 53 2.28 1.93 T R.22 ROLLER CARRIER .088 GALV. STEEL ATTACHED TO TOP FIXTURE WITH (2) TRACK BOLTS AND WHIZ NUTS �224� 1.43.1 8.00 3.41 SCALE 12 CORNER BRACKET .ORB GALV. rms. 0 1.81 SCALE 12 2' TRACT( ASSOALV. STEEL 0.42 SCALE 12 3' TRACK (OPTIONAL) .106 GALV. STEEL 0 .62 SCALE: 1:1 RETAINING NUT 5/8' 0 .68 1/C 1.43 1.331. -.1 18.50 1 T, Q • p• • • • • • • • • • GALE: 1:1 •ALE: 114 SHEET MgTALSC� Y • • • • H�(HF DLAG8C8EW •• ••• •• • • • •• SCALE 12 JAMB ANGLE .O780ALV. STEEL SCALE 11 TRACK BOLT 6' cos FOAM 01.111S • m.,... s to lo .• s•Sla=So •• • • SPEC, WIND LOAD 20 GAUGE AND 20 04U6 • rD P.3310 �- .. I.7a1A • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • ._ • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • T TORSION SPRING ASSEMBLY Ir NORMAL HEADROOM TRACK P TRACK ANGLE MOUNT SHOWN 3' TRACK ANGLE MOUNT AVAILABLE TORSION SPRING INTERIOR LOCK SECTION DETAIL LOCI( SECTION (BISECTION INTERIOR SLIDE LOCK (REO((W EO) LOCATE ON 02 SECTION AND ATTACHED WITH (4) 15•0188' SELF TAPPING SCREWS. ASSEMBLY FMERIOR LOCK (OPTIONAL) LOCATE ON 32 SECTION AUTO LATCH STYLE SHOWN. LOCK •I BARS AVAILABLE FRONT MOUNT LOW HEADROOM TRACK P TRACK ANGLE MOUNT SHOWN 3° TRACK ANGLE MOUNT AVAILABLE TORSION SPRING ASSEMBLY EXTERIO( LOCK SECTION DETAIL JAMB ATTACHMENT NOTES 1. 150 DIAMETER ANCHORS REQUIRE 65' MIN. OD. STEEL WASHER 2. 8'18' AND NV DIAMETER FASTENERS REQUIRE 73' MIN OD. STEEL WASHER a M4)6MUM POSITIVE LOAD PER JAMB =(17-2x41$ P89I2 =252 LSS PER FOOT 4. MAXIMUM NEGATIVE LOAD PER JAMB = (17-2' X47.0 PSF7 / 2 = 288 LSS PER FOOT. 6. DESIGN OF THE SUPPOORTNGSTRUCTURE SHALL BETHE SOLE REBP00SIBU YOF THE BUILDING DESIGNER AND SHALL BE DESIGNED FORME JAMB LOADS LISTED N NOTES 3 AND 4. REAR MOUNTLOW HEADROOM TRACK PTRACK ANGIE MOUNT SHOWN 3° TRACK ANGLE MOUNT AVAILABLE TORSION SPRING ASSEMBLY LIFT CLEARANCE TRACK P TRACK ANGLE MOUNT SHOWN 3' TRACK ANGLE MOUNTAVALABLE JAMB ATTACHMENT 15' )IW BULDEKTAPOON . 1 EMBEDMENT -J ALLOWABLE TENSION LOAD MAXIMUM ON CENTER SPACING ° DOOR WIND LOAD IS NOT TRANSFERFD TO THIS MEMBER ° �— 2x832 DOUGLAS FIR OR BETTER WOOD BUCK SEE CTTACHMENT TO TO ATTACHMENT STRUCTURE STRUCTURE �. IOHT 101)7 MAMMUM SPACING JAMS FASTENERS 003610RBNK IF NEEDED. 2000 PSI CONCRETE 1314' S• OPENNO 24' JAMB ATTACHMENT 15' )IW BULDEKTAPOON JAMB TYPE EMBEDMENT DISTANCE ALLOWABLE TENSION LOAD MAXIMUM ON CENTER SPACING HOLLOW BLOO( 1 -15• r 117 6-117 2000 PSI CONCRETE 1314' 2 -12 608 24' 3000 PSI CONCRETE 1350 r 510 24-15' 6Hr°TIW BL3LDEKTAPCON 3000 PSI CONCRETE 145' I 2 3H8' 583 I 28.3(4' POWER ANCHOR - 3/2 WEOGE ANCHOR 2000 P0) CONCRETE 1 I 1.7/2 I I 32 ' far LAG SCREW SPRUCE, POE, FIR (G = .42) 1 -117 145' 307 14.117 DOL85.ASFIR(t .48) 134' 387 18' SOURERN YELLOW POE (0= $5) 145' 488 21.7)8' Sr LAG SCREW SPRUCE, POE. FR(0 = .42) 1 -117 352 1845' DOUGLAS FIR ((�.49) 1.117 145' 444 2r SOUTHERN YELLOW PINE K1 =.66) 1 -117 , 145' 628 28° 6/18 x 818 THREAD CUTTING SCREW 6TEEW8 • a • I • 335' I. 131 .I 1YA E I 38' • • • • • •• ••• •• • • • •• • • vote 111793,0111011I •• • • ORC. WIND LOAD REIKEEN TRHBFQWRAM IO 24 MWEANDOMA(LCE • • • if P -3310 1....I A • • • • • • • • • • • • 0 • • • • • • • • • • • • • • • • • • • • • s • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • eprq 2_11)10 11 &Y . BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): Roofmg MAR, la©MET7F11 Eav 0 3 2308 BY: Permit No.fl G ! �i Master Permit No. Owner's Name (Fee Simple Titleholder) 3 p h -PJn f ' IGW (n C7 Phone # Owner's Address 1 c" Li -1 gq -14±-$ city m l Q Vwl So i'leA State Zip 3 -3 13€ Tenant/Lessee Name Phone # Job Address (where the work is being done) 1.a Lf g G J r `e e*[ City Miami Shores Village County Miami-Dade FOLIO / PARCEL # 1 i- 3205 - o c'� �j - 0'110 Is Building Historically Designated YES NO ..>" Contractor's Company Name / v U S [ C!�� C� h G Contractor's Address 11- 0 U I / n/ l 1 n s li°t1 zip 3 3138 Phone # 44-o a City 5 Orin (-I al-e4 State Qualifier Name Irma t21 0 ttJ rn 1 Gt-►'l.-(7 505-9'15-91 Zip 35 1 (0 Phone # 306'9(4 s -,319 State Certificate or Registration No. C&(._, o(oa 1 (o 0. Certificate of Competency No. Architect/Engineer's Name (if applicable) Mar I o £-U yyt l X-C) Value of Work For this Permit $ e a, 000 Type of Work: Addition Alteration [Kew ❑ Repair/Replace ❑ Demolition •-i Describe Work: rg n o v o n Y 1)..1 T "i o N Phone# 305 - S--39'19, Square / Linear Footage Of Work: icDy ' . 1 0 PAi * *** * * *:x *********** ** **** * * * * ****** Fees * * * * * *4 4x*** *„**** ,: x** * * * * ********* * * * * * * * ** Submittal Fee $ 2& Permit Fee $ • a'� ) CCF $ 4c ' O /SO Training/Education Fee $ d 02 •4 Y Technology Fee $ C+�9 °- Lip Scanning $ Radon $ 1 •3(® DPBR $ /' Zoning $ Notary $ Code Enforcement $ �� ` Double Fee $ tal Fee Now Due $ 5) ` Structural Review. $ 60. 'rb +40, 12 2 eX 213ct tl111 6 See Reverse side -* Bon Bon. City Mo Mo City App] coma cons WEI OW appl PA' CO CO Noti pros who, for the first inspection which occurs seven (7) days after the building permit is issued. inspection will not be approved and a reinspection fee will be charged. ling Compan ling Companl —o , 4 !!, W cc LL 4-0 1 lbw tgage Lender' gage Lender' E-- c:DE L � 2' —,4 iii Z .i n r �2 �r � ication is her o) CO G . Q d Q Z 0 C.) Q 0 m co nenced prior truction in thi LS, POOLS, S 'J H 2 w 4 0- 1RESUBMITAL _ DATES: 1 PROJECT TYPE: 1p . JN© INO7 'Q/ // 7 •Q1C 1 .411 11110/ vER'S A cable laws re JINING TO MG TWIC 1SULT WIC EMENCEME 'e to Applican ise in good fc 'e property is Signature ----Owner or Agent The foregoing instrument was acknowledged before me this day of el - 69 , 20 08, by h. fl UGC rt n O, who is personally known to me or who has produced Asidentirrgi *Aldfl nDoath. NOTARY PUBLIC: a - "_ Cr•rm_ ='n lil;it fission #DD568163 es: JUNE 26 2010 C BONDING CO.,INC. Sign: Print: CA tern) n Signature In the abs g 1 n e osted notice, the Contractor The foregoing instrument was acknowledged before me this p/ l) day of �'"U ,20`� by M&l2 -!D UMrl !tom who is personally known to me or who has produced ROTARY PUBLIC STAB Ql aetd.whoadic ace an oath. o .'P. 1 I t ° :� Tillit DD5681 �'•••..,. ,•' Espir JUN •, ,, �'1� 63 1ioNDl:uxe�u c co ;I a ►. '1E 26, 2010 My Commission Expires: (0 J -z,to it 0 My Commission Expires: (0 )2-to O ************************ * * * * * * * * * * * * * * * * * * * * * * * * **** ** :: x****** * ****:x****** * ***** * * **:x: *** **** *** * * * * ***** ** APPLICATION APPROVED BY: J ',fo? Plans Examiner SCE eSi.chal •..: Engineer f 0 7 Zoning (Revised 07/10/07) Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 PERMIT #; /20 aS )C1\ RECEIPT DATE: ]Contractor ❑ Owner ❑ Architee Pick Address: siyodund ccuctaabeng cerred,e s From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permittin Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795-2204 Fax: (305)756-8972 Permit NO. RC-11-08-1921 Issue Date: Not Issued Expires:Not issued Folio Number:1132050090410 Owner's Name: STEPHEN MARINO Owner's Phone: 305-812-0629 Job Address: 1249 97 Terrace Total Square Feet: 271 Miami Shores, FL 33138- Total Job Valuation: $ 82,000.00 1 Contractor(s) Phone Primary Contractor Planning and Zoning Criteria and Comments Approved: No Date Denied: 2/4/2009 Comments: A/C CAN NOT BE LOCATED IN REQUIRED 10 FOOT SIDE YARD Miami Shores Village Building Department 10050 NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 • Fax; (305)756 -8972 RECEIPT PERMIT #; 0 DATE: 1 119 ICJ 7 atti-rfrov ;ontractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building ,i.- partmen continue erm process. g _r ►/ 41W111 Ackno�.vled ed b PERMIT CLEARK INITIAL:; RESUBMITTED DATE: PERMIT CLEARK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. to - 1 i Zfo Job Name Date MECHANICAL CRITIQUE SHEET Prin n • Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. RC -11 -08 -1921 issue Date: 3/4/2009 3/4/2009 Expires: ,Cbiiastr�rctioi Folio Number:1132050090410 Owner's Name: STEPHEN MARINO Job Address: 1249 97 Street Miami Shores, FL 33138- Contractor(s) NU SPACE INC Phone Owner's Phone: Total Square Feet: Total Job Valuation: Primary Contractor Yes 305 - 812 -0629 271 $ 82,000.00 Planning and Zoning Criteria and Comments Approved: No Date Denied: 2/4 /2009 Comments: A/C CAN NOT BE LOCATED IN REQUIRED 10 FOOT SIDE YARD PLANS WERE REVISED NC WAS MOVED 11/4/09 CHANGE IN FACADE IS OK Permit No: 09- 19) / Job Name: il... /6 , 2009 Miami Shores Village Building Department Building C itique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 „,,,ti Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Permit No: 09- ID Job Name: , 2009 Miami Shores Vuiiage Building Department Building C itique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 ((, . ,,Lea e).St.e..6 OWE- Miami oh Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viiiage Building Department RECEIPT PERMIT #: C OR I q2-1 DATE: gft- tO Aim] 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 11/1001 'Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) ba %/ .4 206 fl Address: 2 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Depa Acknowledged by: PERMIT CLERK I ing process. RESUBMITTED DATE: PERMIT CLERK INITIAL: 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)758 -8972 Folio Number:1132050090410 Owner's Name: STEPHEN MARINO Job Address: 1249 97 Street Miami Shores, FL 33138- Owner's Phone: 305 - 812 -0629 Total Square Feet: 271 Total Job Valuation: $ 82,000.00 Contractor(s) Phone Primary Contractor NU SPACE INC (561)319 -6883 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 9/9/2010 : Yes Comments: A/C CAN NOT BE LOCATED IN REQUIRED 10 FOOT SIDE YARD PLANS WERE REVISED A/C WAS MOVED 11/4/09 CHANGE IN FACADE IS OK 9/9/10 APPROVAL DOES NOT INCLUDE PATIO OR POOL DECK Permit No: 08 -1921 Job Name: November 21, 2008 Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Page 1 of 1 Building Critique Sheet Plans must be reviewed and approved by Miami Dade County DERM. Plans must be approved by HRS for the septic system. The pages approved have been revised and the revised pages must be approved. Provide receipt from Miami Dade planning and Zoning for impact fees. A demolition permit application is required. Corrections for mechanical, electrical and zoning must be completed. Provide a signed and sealed elevation certificate. Complete a substantial improvement verification form available at the front counte r. 18) The energy calculations do not match the plans. The sq foot does not match, the wall types do not match and the insulation values do not match. 9) Provide a note showing comer bars required in the foundation and beams. 10) The 2 columns at the rear (135 degree) are not identified. ) A special inspector form is required for the masonry. 12) The beam at the Master Bed is not identified. 13) The joist and beam connectors are not all identified, mark all connections. 14) Provide a detail for the out lookers. 15) The connection detail at the rear porch existing beam specifies a 5,7,8 connector but all 3 are different types of structure. 16) Please correct or detail. (j4- 17) The product approvals submitted do not match the window schedule. ,018) Provide a window permit and a roof permit. • 119) The plans submitted do not include the structural work for the garage enclosure. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Post -It® Fax Note 7671 Dateklov(Qk pages■ To C ,y o m,vva From Co./Dept. Co. Phone # Phone # Fax # % . 9 )9.19 Fax # • 11/24/2008 15:20 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES a001 *** TX REPORT m** TRANSMISSION OK TX /R% NO 2855 RECIPIENT ADDRESS 93059453929 DESTINATION ID ST. TIME 11/24 15:19 TIME USE 00'40 PAGES SENT 1 RESULT OK Miami Shores Village Building Department 10050 N.E. 2" Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Permit No: 08 -1921 Job Name: November 21, 2008 Page 1 of 1 Building Critique Sheet 1) Plans must be reviewed and approved by Miami Dade County DERM. 2) Plans must be approved by HRS for the septic system. The pages approved have been revised and the revised pages must be approved. 3) Provide receipt from Miami Dade planning and Zoning for impact fees. 4) A demolition permit application is required. 5) Corrections for mechanical, electrical and zoning must be completed. 6) Provide a signed and sealed elevation certificate. 7) Complete a substantial improvement verification form available at the front counter. 8) The energy calculations do not match the plans. The sq foot does not match, the wall types do not match and the insulation values do not match. 9) Provide a note showing corner bars required in the foundation and beams. 10) The 2 columns at the rear (135 degree) are not identified. 11) A special inspector form is required for the masonry. 12) The beam at the Master Bed is not identified. 13) The joist and beam connectors are not all identified, mark all connections. 14) Provide a detail for the out lookers. 15) The connection detail at the rear porch existing beam specifies a 5,7,8 connector but all 3 are different types of structure. 16) Please correct or detail. 17) The product approvals submitted do not match the window schedule. 18) Provide a window perrnit and a roof permit. i n\ •r9 1 . t •.... _1 .1 . • t .i .1 1 1 r .1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. c2A - 19 2 1 Job Name Date b?Crlrlo t' /4 /o& M14- STRUCTURAL CRITIQUE SHEET -1 4 - Cr G8`. a Co--n ee 6;14 ap,, i Qa /16`i Yltlesi 6-e 8x- 8 lrievi. 145's 0 'PoiI scheduled as 34” c'e71.p bet,- 44 /view) /1 $wiles / 2 " Co „`d ,b/ fii' d .Sec -kl o Y1 5 /O, li1, or /Z c 0,2 See. 1//4 -61 jdeila .6fih9 on i-/, h/ _ode, and shobv Ora TJ re 1'S +2€ 0-3.2. its h o )-ed a¢ kW 'orh er, e cils. pef"fee alL6 v a/4. 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 ge e5 /9 .z/ Job Name /1,4R ,Y(9--- ELECTRICAL CRITIQUE SHEET } � iI4/7/?e cA -s i- 03e 4-/Lc F,B4/JT PA,ei,' 1-.a, A Imp ja r1.e [?° 4 ZZ 11 Atee /p ie /ewe p L 7 'f l a'/2 0-e9,14/ J® c 17-1.4.1° !G / ! 59 7.46,t 4 ..? ./eP A z 49,-f Pe,' o .� G-1 ewe 19 >A Wel-9 12? rr ).1 edP 1? e- . )-' ? c- ,Z' "/moo • �r e &JP". 0 s � i`� � f(Pz e e 1,„11c ,1 i"s�i� ®, A ,®c Ate' 1.175 �.� `1-A e Miami Shores Building Department Process # 08 -1921 t Plans must be reviewed and approved by Miami Dade County DERM Response: Plans are approved, please see stamps on set. N Plans must be approved by HRS for the septic system. The pages approved have been revised and the revised pages must be approved. Response: New A -1 has been stamped by DERM 3* Provide receipt from Miami Dade Planning and Zoning for impact Fees. Copy of receipt is attached to the cover sheet of the set, stamp located on the back sheet. A demolition permit application is required. Response: Demolition permit application is submitted with the set. Please see envelope containing "various requirements ". Corrections for mechanical, electrical and zoning must be completed Response: Corrections are made. mob. Provide a signed and sealed elevation certificate. Response: Elevation Certificate is included in the set. It is attached to the cover sheet 'L Complete a substantial improvement verification form available at the front counter. Response: Form has been completed, please find it in the "various requirements" �8. The energy calculations do not match the plans. The sq. foot does not match, the wall types do not match and the insulation values do not match Response: Plans and energy calcs have been coordinated. The area of 557 s.f. denoted on the energy calcs respond to the fact that the new a/c provided will affect the new addition (271 s.f.) and part of the old bedroom, creating a new bigger area of 557 s.f. The rest of the house still keeps the existing system S. Provide a note showing comer bars required in the foundation beams. Response: Please see note on sheet A -5.1 under reinforcing steel section of the structural notes k The 2 columns at the rear (135 degree) are not identified Response: Columns at rear have been identified, please see updated column schedule on sheet A -5 11. A special inspector form is required for the masonry Response: The Special Inspector form is included, please find it attached to the cover sheet on each set. N. The beam at the Master Bed is not identified Response: Beam has been identified. See Roof Framing plan on sheet A -6 13. The joist and beam connectors are not all identified, mark all connections Response: All connectors have been revised, and a new sheet A -7 has been added with connection details itt. Provide detail for out lookers Response: Please see dtl. #3(Roof Comer Framing) and #7(section -1) On sheet A -7. 11. The connection detail at the rear porch existing beam specifies a 5,7,8 connector, but all 3 are different types of structure. Detail has been corrected, please see Response: Detail has been changed and connectors revised. Please see new detail on sheet 1/A-6 1N. Please correct or detail Response: plans have been corrected and comments addressed. N. The product approvals submitted do not match the window schedule Response: Please see corrected window schedule and new product approvals. NOA's are marked on the schedule as well. 1t Provide a window permit and a roof permit Response: Roof permit is included in the "various requirements" envelope that is enclosed with this submittal. Window permit is included as well. 1'Sk The plans submitted do not include structural work for the garage enclosure. Response: Enclosure work has been submitted, please see sheet A -2. Structural /1. Starter column at lower left comer of foundation must be 8 "X8" min. w/2 #5's ✓ vertical. Response: Column has been modified to include (2) #5's / 2. Footing "c" is scheduled as 36" cont. but on plan it scales 12" Drafting has been corrected to reflect actual footer dimension. Please see sheet A -5 t 3. Could not find sections 10,11 or 12 All sections have been coordinated, a new sheet A -7 with sections and details has been created for better clarity. / 4. On section 1 /a -6 identify the footing on right side, and show on plan Footer has been identified, and also a section is depicted on detail 1 /A -5.1 5. There is no 6/A -3.2 as noted at left corner Detail was not depicted correctly. All details have been coordinated. i 6. Columns "7" require 4 #6 vertical. '/ 4 #6's have been provided Mechanical 1. Missing copy of mechanical contract Copy of the mechanical contract is enclosed. Please find it in the "special requirements" envelope. Electrical 1. Is the existing electrical service 150 or 200 amps? 200 Amps 2. All bedroom circuits to be arc fault protected All bedroom circuits are arc - faults, please see corrected panel schedule. 3. Add combination carbon monoxide/ smoke detectors to code. Detectors have been added per code. 4. remove receptacle outside covered patio that is less than 10 feet from pool Receptacle has been removed 5. Where is the existing panel `B" Please see panel "B" located on sheet E -1, next to the secondary bathroom 6. What does panel `B" control? It controls lighting and receptacles for the 2 bedrooms and bathroom on the right side of the house. 7. Bathroom rec to be on 20 amp ckt. That is not to leave bathroom it is marked general lighting The bathroom receptacle has been modified, please see electrical panel. 8. Show location of receptacles in the dining room and family room and existing bathroom Receptacles are shown on plans. Miami Shores Building Department Process # 08 -1921 1. Plans must be reviewed and approved by Miami Dade County DERM Response: Plans are approved, please see stamps on set. 2. Plans must be approved by HRS for the septic system. The pages approved have been revised and the revised pages must be approved. •••••Response: New A -1 has been stamped by DERM • •••• • • • 3. Provide receipt from Miami Dade Planning and Zoning for impact Fees. . • Copy of receipt is attached to the cover sheet of the set, stamp locat4tQn the balk sheet. •••• ••••• • • 4. A demolition permit application is required. "' • •••• Response: Demolition permit application is submitted with the seat; V. ase se..:. envelope containing "various requirements ". 5. Corrections for mechanical, electrical and zoning must be completed • Response: Corrections are made. • •' • 6. Provide a signed and sealed elevation certificate. • • • • • • . •••• • • •• • • • • . •• •• Response: Elevation Certificate is included in the set. It is attached to the cover sheet 7. Complete a substantial improvement verification form available at the front counter. Response: Form has been completed, please find it in the "various requirements" 8. The energy calculations do not match the plans. The sq. foot does not match, the wall types do not match and the insulation values do not match Response: Plans and energy calcs have been coordinated. The area of 557 s.f. denoted on the energy calcs respond to the fact that the new a/c provided will affect the new addition (271 s.f.) and part of the old bedroom, creating a new bigger area of 557 s.f. The rest of the house still keeps the existing system 9. Provide a note showing comer bars required in the foundation beams. Response: Please see note on sheet A -5.1 under reinforcing steel section of the structural notes 10. The 2 columns at the rear (135 degree) are not identified Response: Columns at rear have been identified, please see updated column schedule on sheet A -5 11. A special inspector form is required for the masonry Response: The Special Inspector form is included, please find it attached to the cover sheet on each set. 12. The beam at the Master Bed is not identified Response: Beam has been identified. See Roof Framing plan on sheet A -6 13. The joist and beam connectors are not all identified, mark all connections Response: All connectors have been revised, and a new sheet A -7 has been added with connection details 14. Provide detail for out lookers Response: Please see dtl. #3(Roof Corner Framing) and #7(section -1) On sheet A -7. 15. The connection detail at the rear porch existing beam specifies a 5,7,8 connector, but all 3 are different types of structure. Detail has been corrected, please see Response: Detail has been changed and connectors revised. Please see new detail on sheet 1 /A -6 16. Please correct or detail • • • • • • Response: plans have been corrected and comments addressed. : .•. •••• • • •• • 17. The product approvals submitted do not match the window sched,41p• • . • . • • Response: Please see corrected window schedule and new product.aaprovals. . NOA's are marked on the schedule as well. • • • • •• • • • • • 18. Provide a window permit and a roof permit "" "" Response: Roof permit is included in the ``various requirements "•;erlope tlgar•,• •is enclosed with this submittal. Window permit is included as well.... • 19. The plans submitted do not include structural work for the garage enclosure, • • • • • Response: Enclosure work has been submitted, please see sheet A,-2r . • • • • • •••• Structural 1. Starter column at lower left comer of foundation must be 8 "X8" min. w/2 #5's vertical. Response: Column has been modified to include (2) #5's 2. Footing "c" is scheduled as 36" cont. but on plan it scales 12" Drafting has been corrected to reflect actual footer dimension. Please see sheet A -5 3. Could not fmd sections 10,11 or 12 All sections have been coordinated, a new sheet A -7 with sections and details has been created for better clarity. 4. On section 1 /a -6 identify the footing on right side, and show on plan Footer has been identified, and also a section is depicted on detail 1 /A -5.1 5. There is no 6/A -3.2 as noted at left comer Detail was not depicted correctly. All details have been coordinated. 6. Columns "7" require 4 #6 vertical. 4 #6's have been provided Mechanical 1. Missing copy of mechanical contract Copy of the mechanical contract is enclosed. Please fmd it in the "special requirements" envelope. Electrical 1. Is the existing electrical service 150 or 200 amps? 200 Amps 2. All bedroom circuits to be arc fault protected All bedroom circuits are arc - faults, please see corrected panel schedule. 3. Add combination carbon monoxide/ smoke detectors to code. Detectors have been added per code. 4. remove receptacle outside covered patio that is less than 10 feet from pool Receptacle has been removed 5. Where is the existing panel `B" Please see panel "B" located on sheet E -1, next to the secondary bathroom 6. What does panel `B" control? • • •' • "" It controls lighting and receptacles for the 2 bedrooms ani1 l t »oomion•: • the right side of the house. • • 7. Bathroom rec to be on 20 amp ckt. That is not to leave bathroonr1t is mji v • general lighting •••• • • • • The bathroom receptacle has been modified, please see elpotpmal pariel1 •, • 8. Show location of receptacles in the dining room and family roo•and existing bathroom Receptacles are shown on plans. • • • • • • • • • • •••• • • • • •••. • • • • •• • • •• • • •. • M iani Shores Village 9 Btildin g Department artment 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 20-0e IG 2./ DATE: D81'71(e Err 1,D ❑ Contractor ❑ Owner ❑ Architect Picked up 2 sets of plans and (other) C 0rw7)-0 —S Address:(2 '4G N 611 • From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to t e brought back to Miami Shores Village Building De p. e ii Acknowledged by: o continue permitting procss. PERMIT CLERK INITIAL* RESUBMITTED DATE: QQs1YY PERMIT CLERK INITIAL: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. C) ° 1124 Job Name All Memo(Re ?: Date 8010 STRUCTURAL CRITIQUE SHEET Sec. 4 I S14 A-7 X rtes 1, t /l z e u P4per 6ackcd te,pe/a1 la // A`° Stucco over ...If ctu pititv.00d e c. 8e4 O v/o iv be 0 ijetv 1s access 9mined Alz en cl. rani //, shei fh th y a/1 ofrou 1 ei 7 See 5. 4.: 114- 3,2 \ d7 $ec. 4/A-7 z loom. wfi/ roo /th9 be a /,ecV Gvf fh /hilted .G /e apah c e t d wp ? Pull h 4 c. k /'Qi ieve/ er pre vi cr1 e flash/1192 or b ®f/7, 09/17/2009 10:50 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES @J001 $$$ TX REPORT $$$ TRANSMISSION OK TX /R% NO 4053 RECIPIENT ADDRESS 93059453929 DESTINATION ID ST. TIME 09/17 10:49 TIME USE 00'59 PAGES SENT 2 RESULT OK Permit No: o -)') ( Job Name: -G) (4se , 2009 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Permit No: 0 .jq) i Job Name: , 2009 M iami Shores Village Building Department ff Building1Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 09/17/2009 10:41 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES a001 * ** TX REPORT * ** TRANSMISSION OK TX /RX NO 4051 RECIPIENT ADDRESS 93059453929 DESTINATION ID ST. TIME 09/17 10:41 TIME USE 00'27 PAGES SENT 1 RESULT OK Permit No: 09- igY. Job Name: . ,. /.J , 2009 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 e a Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. OS- 1 c% 4 Job Name //l QYJ'ia (2 ems.) Date 8/18/0 9 h /3,f STRUCTURAL CRITIQUE SHEET Sec. 41574- A -7 ; Xvcc (Alan 6e '` P4 rd backed 24M/ lall-, 4.94." Stucco o e/e ...'.' Cojl; plywood 1e%,? Sam rote applies is 4ek ( Be 4 0-10 fa be remred coca hi/4 05 4 3 /As. /s access ymined A1z encl. wi/A sheAM /hy all efroui- c9. ? Secs. 6 VA- 302 /7 Sec • 4/4-7 z how w /dl roa /,h9 be afpl/ec/ bv// Ieinrted e /'ur -g ,,ce Shen/yin ? Pu // betc.k tar fcve/ f o (s h er /PrG vi ale flash 1492 or bed-h. Permit No: 06n)( Job Name: , 2009 Miami Shores Vivage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: Rcc- 1 1'2.-1 DATE: cn ) f) /01 I, i1411-12.10 ,Oivi j 4,( J ,Contractor Owner Architect �,�( y �� Picked up 2 sets of plans and (other) � ' � S (9-%) �i� ��� U p p � ) Address: 1a4°l01TS4. From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Dee ent t• . i I- I- i ng process. Acknow PERMIT CLEARK I RESUBMITTED DATE: PERMIT CLEARK INITIAL: Permit No: 09- ift)1 Job Name: , 2009 Miami Shores Village Building Department Building Critique Sheet 1-ocopa" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Q P. v p— ageeed f %l.R /lillL.u'�+..o•• 1-1--t-e. /0.[. ?yet, 1' (J Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 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 BUILDING PERMIT AIPLICATIO FBC 200. " °"= b.v��M�t0 JUN 10 2009 Permit Type: Plumbing Permit No. Pt— 110:614:1Z— Phone Master Permit No. oe Owner's Name (Fee Simple Titleholder) STta Jh�.t'1 i-{ 0 Owner's Address 1,2-401 NC et.)-4-41 der Phone # City (Y\1C,4Y1i S (1o_S State mil. Zip a3t3$ Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) 1 Z > t C t { 4 ' sNreer City Miami Shores Village FOLIO /PARCEL# I - 62- County Miami -Dade -cool ent to Zip a`1 Is Building Historically Designated YES NO Contractor's Company Name S L.p 2 Q.. e.of S1- 11.AgC-T Phone # tiJG 4-k2.63�� Contractor's Address 10-3!15 \ . SAA4 13S C..T City i .l tre■A Y State Zip 3316E Qualifier Name C Z. l G 5;Pr1.its—e—essra- Phone # State Certificate r Registration No CV-� 1 ^ -2.7 �'� Certificate of Competency No. E -MAIL: '�1 2.e'C CA ' J ' ' v Architect/Engineer's Name (if applicable) Value of Work For this Permit $ # Square / Linear Footage Of Work: Type of Work: ❑Addition MAlteration ❑New ❑ Repair /Replace ❑Demolition Describe Work: (ZQ,,&. ).■ S . C Th 710 e.iS T' lS Pe-ctsni T " C� c )R j CSIr c --. '-ed zzxzzzxxxrxxxxxxxxzzocxzxxic z xzzxrzx es °zz xzx z' xz**xxxxxxxxxxxxxxxxxxrxxxxxxx Submittal Fee $ . Permit Fee $ Notary $ Scanning$ Radon $ DPBR $ Zoning $ Training /Education Fee $ CCF $ CO /CC Technology Fee $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ '(0 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 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 e, such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature wner or Age The foregoing instrument was ackno day of , 20Gj , by S led d before me this who is personally know me or wh produced w i personally known to me or who has produced 'tificatio d who did take an oath. 23*-Cias identification and who did take an oath. Signature Contra The foregoing i s ument was acknowledged before me this 1 day of 20 SI by CYLA, I2_ C Zt', (' . NOTARY PUBLI : Sign: Print: My Com II?1►7d�11K :r • o r Jorge Ortigosa My Commission DD758384 440, opv Expires 02/07 /2012 x******** **xx*xx** *** &*.xxxx APPLICATION APPROVED (Revised 02/08/06) xxxxaexx sew NOTARY PUBL goTZ Sign: Print: eriii My Commission Expi s: xxxx*WXwxxxw xxxwxxwxxxx x xx *xxxx xxxx x xx xxxacxsjtxxx xxxx ./4/ Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 20(111 Permit Type: Mechanical n Permit No. RECEE VE aster Permit No. ec 010 tct2I JUN 10 2009 se Pa G. hIQ fila 40.1111,09 el. MP ell Si NMI MO Owner's Name (Fee Simple Titleholder) ST --phi ►9C:1rt110 Phone # �' Owner's Address I Z1/4A NE CA--A4.\ City I -4CCfI St- CS State T L . Zip ,3 13(P 1Tenant/Lessee Name__ Phone # E -MAIL: ,Job Address (where the work is being done) !City Miami Shores Village County Miami -Dade 1 LSE- 421* FOLIO / PARCEL # L I s 3a-CYT - c)9c3Lh c Zip 33 Is Building I{istorically Designated YES NO Contractor's Company Name 17-1-i (' C3 i p C Phone # Contractor's Address °let t° sv i said s-c-c City i .Cry- \ State L Zip 1(el'T !Qualifier Name c w.c) t- Cct Phone # 2k)° 10 State Certificate or Registration No. CC_ CD(e.t—iC0 tS 5 E -MAIL: Architect/Engineer's Name (if applicable) Certificate of Competency No. Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition Alteration ['New ❑ Repair /Replace ❑Demolition Describe Work: mmo 'e.1(.ts w( Pexct t , c3Lock J- 1 C-tt%��--e0l °h DCr L ort iaJ�. lf�i1� 3 w ww wWw w WX w ww*X X XZC Y. Y.9t X wwwww,tX Y. w W w w w w WY. Y. K %X Y.Y. %1: XY. Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training /Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Structural Review. $ Double Fee $ 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. 1 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 securer 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 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 a - , 2c , by e Y e'V: Signature .)a Contractor The foregoing instrument was acknowledged before me this OR day of 113- , 2O, by who is personally known to me or w . has produced who is personally known to me or who has produced As identific. ►on a d who did take an oath. as i. s n and ho did take an oath. NOTARY PU Sign: Print: My Commi x x X,: :,C 'x X X*yew Sign: Print: My Co Y Pie Notary Public Sta of FlofCa o o My Commission DD ,56364 it .�.i.: ..■ ....' _ ......i % Xxw x x x Wxx X xx X Xx X,: %%XY. Y. xx *%%%XW %X%xxY. XY. Xx %X Y. X % %X x%XY. %x* Xx ,XxWY.Y.Y. Y. XY. APPLICATION APPROVED BY: / 4 (Revised 02 /08/06) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2Q00 Permit Type: Electrical ECEOVED JUN 1 01003 Owner's Name (Fee Simple Titleholder) STC.Pi1 i H,P1 CvD Owner's Address t2`- -Cl T Permit No. eL vicno Master Permit No. er, O2 totzi Phone # City fYL1CA'a \ '11C State T-L_ ° Zip Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done)1.2 ilk, C1 r tt\ c P© 7— City Miami Shores Village County Miami -Dade Zip .3B13 FOLIO /PARCEL# 1.i "32.O - cc,at cY4io Is Building Historically Designated YES NO Contractor's Company Name El.- ec.441 CC& .e # Contractor's Address et -ICI 5V'/ L1/44 eg,(ee,r City t`-'t' £'` M State • Zip Qualifier Name SL.A.. lti IO Phone # (" Lizz 3 (jL4 State Certificate or Registration No. qi' Ececcso Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Phone # Square / Linear Footage Of Work: Type of Work: ['Addition . Alteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: Re,V 1S i,C h To P�S l 1- OU_) Q CAta"\Gire epc r xxacrxxxxxxxx Submittal Fee $ xxxxxxxxxx xrr. ** xxxxxr* Feesxxxrrxxxrxrrxxxxxxx >:xr.xxxxrxrxxr.rxxxxxxxxrxx Permit Fee $ /'''� Notary $ Training /Education Fee $ Scanning $ Radon $ Bond $ DPBR $ CCF $ CO /CC Technology Fee $ Zoning $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ 1 0 'CO 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 1 Application is hereby made to obtain a permit to do the work and installations as indicated. l 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 approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowl day of <OVI- , 20 di by . who is personally known to me or wh NOTARY PUBLI Sign: Print: My Com As,• entificatio ged before me this t_ Iti,V , has p • oduced and ho did take an oath. 1Pr�62 Notary Public State of Florida " Jorge Ortigosa o My Commission DD758364 xxpires U2/U//2U11 :Y. XXXX XT: Y.XY.Y. XXX X XXY.*w WX XXX X X X XX APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before e this day of 'JUN- , 2001 by "�f`, s le- CV1145.. who is personally known to me or who has prod ed; and who if e an oath. Sign: Print: My Com Note Public State of Flori Jorge Ortigosa iy My Commission DD756364 Expires 02/UplU12 Y..XXXXXY. X X • • X X X XY• . Y• • W 1r. ,SW X XX Y.Y. X XY. X Y.Y. X X X X Y.XX /s7; i Plans Examiner Engineer Zoning A jc c . . Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING RECEOVE PERMIT APPLICATIO JUN 10 2009 FBC 200* Permit Type (circle). Owner's Name (Fee Simple Titleholder) S Owner's AddresJ) % pl 7 S i . City d i P M S ej State s. es e+d 014 PO 4 w.w v,pwww.q Permit No. ac.- of Master Permit No. eC.. - � ` 1 c12-1 Phone # Zip 33' ae Tenant/Lessee Name Phone # Job Address (where the work is being done) 1 Z4ci t&C' °I 6 T t City Miami Shores Village County FOLIO / PARCEL # l t -v ZC- qCl 0'410 Is Building Historically Designated YES NO Miami -Dade Zip 3g 138 Contractor's Company Name NUSPC4Ce If1C • Phone # ► -OlLts 3cl 1q Contractor's Address l 1 C C.c 1l l r s �� Z City �3P� TSK' S Beacti State Pi Zip 88 f Qualifier Name l flO Q J%.iGo(i® Phone # State Certificate or Registration No. CC,C- 2 k 'Z.. Certificate of Competency No. 5 — oj'fS 39. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ❑Addition ,&iteration ❑New ❑ Repair/Replace ❑ Demolition Describe Work: R-E-V 5 Submittal Fee $ Permit Fee $ �� CCF $ AFC-E Notary $ Training/Education Fee $ Technology Fee $ 1 Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ CIO' 00 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 commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. n the abse such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged - fore me this CFI day of M , 200R, by S r A cr-tC-)A' who is personally known to me or who . s prod NOTARY PUBLI As identificatio ced Signature Contractor The foregoing instrument was acknowledged before this lR day of , 20 en, by 14M0 ( pro, who is personally known to me or who has produ n and who d. take an oath. o did take an oath. Print: My Co APPLICATION APPROVED BY: 7,498 (Revised 07/10/07) NOTARY PUBLI Sign: Print: My Co AO nto Notary Public State of Flo 0. Jorge • gosa ®a My Commission DD75636 Plans Examiner Engineer Zoning Miami Shores Village 66s* Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. /17 ' j Job Name 1-64- A; ELECTRICAL CRITIQUE SHEET r ), a I:- /) 11 E t 5i /67 ve '.. ? so N ; Au- E x t s-r t N 6 CUTLETS Stave OA IL/ 3d %D + R.e.vutoq EVE S4044)4 Permit No: 0 -je1( Job Name: 15r.2). , 2009 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 cv to"-AeLe, -2-te.d.- te doreyhteu..goe... Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Miami Shores Village 8°S C4 '1O Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Per- mitNo. icePa -%9'z/ Job Name , 04-fl, /- .0"- ELECTRICAL CRITIQUE SHEET 5 A a t‘' ,/)11 E Xe 157/ IL-, !J /Fe~ if° 72/9A-/ Miami Shores Village SEP 1 1 2009 J !� Building Department B Y: _:1! (0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 alciAk 01.)-7 Permit No. Master Permit No. RC O? " ►a121 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) SiC.(*1enG(i no Phone # Owner's Address IZ 4'I N4 gT St-reeT City Miami at—tort s state • Zip sal as Tenant/Lessee Name Phone # Job Address (where the work is being done) IZ.40L ME c(} •Treer City Miami Shores Vill. e County Miami -Dade Zip 3338 FOLIO / PARCEL # I ►— 32.05—. D°i " 041 O Is Building Historically Designated YES NO "" Contractor's Company Name NV S C4C e • Contractor's Address 11400 S A- • # 2.12, City sUMtrt ZSKS State Vt., • SR Qualifier Name V-( State Certificate or Re Architect/E q CtS -&3i Phone # 3AS— ot-ISSot Ic1 Zip 33 I (Do Phone # (314S 381411 Certificate of Competency No. p icable) 1.1Ctrl O ret.rN(41'1O Phone # 3 G14i aCtiq Permit $ ISIc o Type of i rk: ❑AdditionJ,,� ['Alteration Describe Work: W t nekadt aS Square / Linear Footage Of Work: ❑New I1Repair/Replace ❑ Demolition ******** * *** * ** ** * * *** * * ** * * * * * * * * * * * ** Fees************* ** * * * ** * * * * * * * * *** * *** * ** ** * *** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ 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 co mencement 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 a a einspection fee will be charged Signature Owner o gent The foregoing instrument was acknowledged before me this/ day of tO , 201%, by -9t 4*1ur1 nGA nb , hyv o is personally known to me or who has produced As identification and w . an oath. NOTARY PUBLIC: Contractor The fore oing instrument was acknowledged before me this WA-- of tO , 200CL , by nmO e.4.01 \•Cv O , who is personally known to me or who has produced as identification and who did APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 la AUG 14 MU BY: �' y Permit No. Master Permit No. 10124 Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) se'er, h° 1 C\c) Phone # Owner's Address 12901 NE C-s-rtrTer City -0-- .ACIiTt i 1 State FL' Zip 3`3 133 Tenant/Lessee Name Phone # Job Address (where the work is being done) 12'G t4 CO- City Miami Shores Village County Miami -Dade Zip 13 C` FOLIO / PARCEL # 1 32. Ccpc)'-1 le) Is Building Historically Designated YES NO 1uo • sCo • (00.591 Contractor's Company Name N- SF4CQ_ • Phone # WS- —014 5 2 1� Contractor's Address 1 �' LXD Cam(, l ill S • W- aka. City SOfl nL1 State ' Qualifier Name fr1CitYl• State Certificate or Registrat Architect/Engine Value Typ Describe Zip Ping- Phone # Z05—ciL4 - -3G Lei Certificate of Competency No. Phone #� Square / Linear Footage Of Work: DAlteration DNew - Repair/Replace ❑ Demolition *** * * * * * * * * ** * * ** * *** *** * * * * * * * * ** ** Fe * * * * * * *** * * *** *** ** * * ** * * * * ******* * * *** * * ** b Submittal Fee $ Permit Fee $ CCF $ • C-OIG — Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 6 o• GO # 60,-, • / 120' " 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 Alik DAVIT: 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 tjte absence o such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent — Contractor The foregoing instrument was acknowledged before me this I Li The foregoin: instrument. as acknowledged before me this l mil' day of S"r , 20C'l , by � l v t mac, , day of _Air_, 204A, by O‘)3 who is ersonalnown to me or who has produced who is personally known to me or who has pr As identification an who i id take an oath. as identification and w o did . e an oath. NOTARY PUBLIC: NOTARY PUBLIC: COO Sign: Print: My Co ssion xpires: votary Public Sta e Ort.osa * * * * **** ******** * ******* ***+x*a ***************** ****** **x:**:*****a:*** *** ** **** **: x**** *** * **** * *****m********* APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Ack%\r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATIO FBC 2004 Permit No. 2C-)J-O&' 1 q2 1 aster Permit No. Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) .S +E`Q1t ..) %1 1,t.Jt7 Phone # 305 ' 8i. 2 - b(o2 9 Owner's Address j '4 9 u E City nth" ( 6itfl/ State ;FL,,. Zip 33 (3 $ Tenant/Lessee Name Phone # Job Address (where the work is being done) )2149 E 97 sr. City Miami Shores Village County Miami -Dade FOLIO / PARCEL # .j% " �% SOS' - OU J - O Y / Is Building Historically Designated YES NO Contractor's Company Name f C) rv' pA-C Contractor's Address J Z 1 bb A.11 City .5u ij u t( 15 1.C....5 -2.e state PC. Qualifier Name I A1z.. to 7Zj17 ,A ,tJ L2 State Certificate or Registration No. fiffGG o bZ 1 co 2. Zip 33(33 Phone # 3O 5 q q& 9 t q ra, Z 1 Zip 33 1.6o Phone # 306 - (tti5 .3 4 19 Certificate of Competency No. Architect/Engineer's Name (if applicable) 1'l lk.1O IZ• '11 1 A *i 0 Phone # 305 - Q Y5 -39 j Q Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: EAddition ❑Alteration New Describe Work: x d r,'II .0-6 Re•air/Replace ❑ Demolition Submittal Fee $ Notary $ Scanning $ (.0 .00 Permit Fee $ Training/Education Fee $ Radon $ DPBR $ Bond $ Code Enforcement $ Structural Review. $ CCF $ Technology Fee $ Zoning $ Double Fee $ ,r� Total Fee Now Due $ 4i DO 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 commencement must be posted at the job site for the first inspec io which occurs seven (7) days after the building permit is issue In the absence of such posted notice, the inspection will no ./ a - . p • nspection fee will be charged. Signature Signatur er or Agent °" Contractor The foregoing strument was acknowledged before me thi The fo going in ent w- knowledged before me this, day ofa' , 2( 2, by , day of 20 '•y who is personally known to me or who d who is personally known to me or who has As identific • on and who did take an oath. take an oath. NO NOT Sign: Print: My Commission Expires: Sign: Print: Notary Public Sta`t"e of Florida Jorge Ort gosa My Commission 00756364 My Commission Expires: i YfYIFIF*lF1k1F1t1FiiiFiC*lFlhvF*lYfF1' r*** IF***** 1FfiltiYlhitlFi [1FiI*]Fif1Y*'lFili4**i; tiltlFie*Ik**ih**** *9' d11F*] Fit*ie*illF' lFfYlk*dr*lYfFit*1FfY ]t*** **illFtleif******'k#'** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP-99087 Permit Number: RC -11 -08 -1921 Scheduled Inspection Date: June 04, 2009 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: Roof Sheathing Work Classification: Addition Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Building Department Comments (3 gio Passed Failed 6-ef-e? Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments 4A, Nu Space design-1-1m ild AR- 0017106 CGC- 062162 June 3, 2009 Village Miami Shores Building Department 1050 N.E. 2nd Avenue Miami Shores, FL 33138 RE: Marino Residence Roofing Modification Dear Sirs, The purpose of this letter is to certify that in my professional opinion it is acceptable the field change that has occurred at the Marino residence, 1249 N.E. 97th Avenue, Permit # 08 -1921, where 10d ring shank nails were changed for 10d nails to secure the roofing plywood sheathing to the trusses. Sincerely, Mario R AR- 0017106 NuSpace, Inc. 17100 Collins Avenue • Suite 212 • Sunny Isles Beach • FL 33160 Ph: (305) 945 -3919 Page 1 of 1 • SEP 1 ? 2009 BYae -e -e -eves° BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Outswing Aluminum Casement Window — L.M.L APPROVAL DOCUMENT: Drawing No. W03 -36, titled "Ahura. Outswing Casement Window (L.M.I.) ", sheets 1 through 6 of 6, dated 05/28/03 with revision B 06/20/07, prepared by Al- Farooq, Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement. "Miami -Dade County Product Control Approved ", unless otherwise noted herein. WAL of this NOA shall be considered after a renewal application has been filed and there has been ange in the applicable building code negatively affecting the performance of this product. ATION of this NOA will occur after the expiration date or if there has been a revision or change to 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 distributers and.shail be available for inspection at the job site at the request of the Building Official. Tits NOAirevisesiand renews NOA # 03- 0612.04 and consists of this page 1 and evidence pages E -1 and .. . . . . ... . yv�e�l a��ppr�svat dpcfent mentioned above. omitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode • • • • • o. • .• • • •••• • • • • .. • • • •. • • .. .•. • • • • • ..•. • • • • .. • .••• • • •••• • • •. .. • • . NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Page 1 NoroviE-o . • .. •• • • Mt #&70 GO.l %I �o •• • . • • • • •. • •• • • • •• • • • • • • • ;•• • • • •• • • • • • • • •.•• • • . A • • • • •••• - j• ie- • • I • • •••• • •• •• • • 0 • • • •• •• • •• • • • • •••• • • • • • • •••• • • • • • • • •• • • •• • • • Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -36, Sheets 1 through 6 of 6, titled "Alum. Outswing Casement Window (L.M.I.) ", dated 05/28/03 with revision B dated 06/20/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -03 -1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1752 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 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 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1230 dated 6/23/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 4. Test reports on :1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI -02 -1751 dated 12/3/02, signed and sealed by Rafael Droz, P.E. (Submitted under previous NOA #03- 0612.04) 5. 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 along with marked -up drawings and installation diagram of an aluminum casement • • • • • yiny.l wipcppw „grepared by Hurricane Engineering & Testing, Inc. Test Report No. • • ▪ •• SEU- 02:1235 dated 7/3/02, signed and sealed b Rafael Droz, P.E. • • • • • ; • : • (Sit nz r vier previous NOA #03- 0612.04) • •. • • • • .. • • • • • • .• • • • ... •• • • • •• • • • • •. • ... • • • • ... • • • • • • • .. •j •.• • • • • • • • • •• •• • • • ... • • • ..• • • • • • • • • • • • .• • E -1 Manuel P , P.E. Product Control : , miner NOA No. 08- 0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by A1- Farooq Corporation, dated 6/18/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0916.02 issued to Nebula Glass International, Inc. for their "Glasslam Safety- Plus - Laminated Glass" dated 10/23/03, expiring on 09/09/08. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. F. STATEMENTS 1. Statement letter of conformance, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated June 18, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0612.04, issued to Florida Window Systems for their Aluminum Casement Window, approved on 09/18/03 and expiring on 09/18/08. ....... • • • • • . • .. • • • ••• •• • • • •. •• • • • • • • • • • . • • • • • .• • • • • .. • • • • • • • • • • • •• • • • • • • • E -2 • • • • • • .•. • • • • • • • • • • • .•• • • • • • • • • • • • • • .. • • • • • • • • • • • • • • .•. • • Manue Per a. Product Control Exa NOA No. 08-0604.01 Expiration Date: September 18, 2013 Approval Date: October 02, 2008 • • ee • •• •4 • •e • ••4 • 13 1/2° MAX. • ••••• HEAD /SILL • • •• • • •• • •••• A • • • • • •••• • • •• •• ••4 • • ••4 •. •• •• SILICONE DOW CORNING 895 GE 4000 1/8° ANN. GLASS .080" INTERLAYER GLASSLAM SAFETY —PLUS 1/8" ANN. GLASS .010" PET FILM .090" INTERLAYER 080" INTERLAYER SAFLEX /KEEPSAFE MAXIMUM GLASSLAM SAFETY —PLUS 1/8° ANN. GLASS 1/8" ANN. GLASS / •r •, t r•• • / I• ••• ___.• • = •\ 1 1 • • _: •❑ \ 30 15/18" D.L OPG. 35 7/8" VENT WIDTH 37° WINDOW WIDTH SINGLE VENT WDW. 5" MAX HEAD /SILL CORNERS —® 1 ANCHOR RECD. AT EACH SIDE OF IMPOST SURFACE APPUED FALSE MUNTINS OPTIONAL 13 1/2" MAX. 5" MAX. HEAD /SILL CORNERS SILICONE TREMCO TREMGLAZE 5 -500 SILICONE DOW CORNING 995 GE 4000 GLASS TYPE 'Al' SIUCONE TREMCO TREMGLAZE 5 -500 GLASS TYPE 'A2' GLAZING OPTIONS 74° WINDOW WIDTH DUAL VENT WDW SILICONE DOW CORNING 995 GE 4000 1/8° HEAT STREW°. GLASS .080" INTERLAYER GLASSLAM SAFETY —PLUS .010" PET FILM .080" INTERLAYER GLASSLAM SAFETY —PLUS 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 995 GE 4000 GLASS TYPE 'B1' THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUi tHS ARE NOT REQUIRED. ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPUES TO SINGLE VENT OR DUAL VENT WINDOWS WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT /CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITEO TO AL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. Env: WI. HU AYY FAR000 nA. PEA 16557 C.A.N. 3538 PRODUCT' OVMD camglyitp with thewhh the nerida Btddhrs eel ArrestensA No Sete ZNO Dads Pooled 0 go ot HZ - 3 zz 0 0 yo D 5 ° A B c 1i 1 drawing no. W03 -36 sheet 1 of 6 • ••• • • • ••• •• • •4 • ••■ • ••4 • •A •.I DESIGIj 10 • CAPACITY - PSF FOR ( B ) SIZES DFM8. GL68 TYPES 'AI'. &•'112' GLASS TYPE '91' � •9,,1,5,�50W • •9101H 1O0111• EAT. ( +) :1N7. 1-r. Ext. ( +) 1NT. (-) 19•1/8" • • • 55.0 •55.0 • 75.0 80.0 1 &861/2° • 2 • • .55.0 • 55.0 • 75.0 80.0 37° (3i 55.0 • 511.0 • 75.0 80.0 19 -1/8" • 55.0 • m0 • • 75.0 80.0 • 118W1/2' 38 -p3/8' •55.0 6!0 • • 75.0 80.0 • •i% !4Z• y55.0 • i • TYPICAL ANCHORS SEE ELEV. FOR SPACING •. •• . • • •• • • •••• • • • • • • •• • • • • • • • • • IBY -WOOD BUCK • • • • •••• • • •. • • 0 0 •••• 0 • • •••• • 12 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE I • It J ttww -,111L'il 10 A 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING M MI —DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS_ SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4° TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 3/16' TEKS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N10 SMS OR SELF DRILLING SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = .0901 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/4° MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. SEALANTS; ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR /ALUMINUM COLORED SEALANT. Engn OR. HWAYOUN FAR000 FL A. T 7 tt855 PRODUCT REVISED aeompMhe1IWDmMAD 8711139$CCaaddvo AsealecTrx NO as Dale 0/ Div V- z 1 rco ot got u. i 8 c 0 o� 0 Yy� a 1 drawing no. W03 -36 (sheet 3 o 6 • • ••• • • • • •• • OAP OIAX. •• • • TYPICAL ANCHORS • • • FOR E)I•EV. • 1 • � g • ••• I, • • • e11— ••• •••: 7� _ 1/2° X 8/8° X 2° LONG • •ALUM BARS. 2/ VENT • • AT r FROM TOP & BOTTOM • • • • •FASTENED w/ (2) #8 X 1 ° FH sMS ••• •••• • • Medal • STRUCTURE 1/4° MAX. 1BY WOOD BUCKS 1/4' SHIM SINGLE VENT WINDOWS 1/2° X 8/8' X 2° LONG ALUM BARS, 2/ VENT AT 8° FROM TOP & BOTTOM FASTENED W/ (2) /8 X 1' FH SINS TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING SEE SHEET 2 FOR CAPACITIES (STEEL TO BE PAINTED WITH A HEAVY BODIED BITUMINOUS P061 OR BE GALVANIZED) MIAMI -DADE COUNTY APPR,D MUWON SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1/4° MAX. WINDOW WIDTH v TYPICAL ANCHORS • SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS EKE DR. HULAYOUN FAROOO STRUCTURES FLA. PE Y 18587 C.A.N. '3838 PtR1 DUC9';wAWEEIG eO&ylAv. ott, aa:r 1 P 8 z 8 D- M 1 drowtng no. W03 -36 (sheet 4of 6 •• • • I•• • • •• ••• • • • ••• 1218 • ••• • • • •FAME • ••• VENT 4.6E6 IMPOST .621 130 ,750 .050 } J .745 GLAZING BEAD REINFORCING CHANNEL 36 KSI STEEL ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP. /SUPPLIER /REMARKS 1 FWS -009 4 FRAME 9083 -T6 - 2 FWS -011 4 VENT 6083 -18 - 3 FWS -010 1 CENTER POST 8063 -T6 - 4 FWC -009 AS REDD. GLAZING BEAD 6063 -76 - 8 - AS REVD. FRAME ASSEMBLY SCREWS ST. STEEL 110 X 3/4' PH SMS 6 - AS READ. VENT ASSEMBLY SCREWS ST. STEEL 110 X 1 -1/2' PH SMS 7 E102 AS REED. FRAME WEATHERSTRIPPING (.078 X .300) VINYL ULTRAFA8 8 E206 AS READ. VENT WEATHERSTRIPPING (.187 X .350) VINYL ULTRAFAB 9 34,12,00,100 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (8) 18 X 3/8' SS SINS 10 30096 2/ VENT LEVER TYPE FACE MOUNT LOCK STEE11. TRUTH, AT I2' FROM TOP AND BOTTOM 11 21087 2/ VENT LOCH KEEPERS, AT FRAME JAMB FACING LOCK STEEL ATTACHED 2/ (2) 110 X 3/8' SS SINS 12 40086 1 ROTO OPERATOR STEEL TRUTH, ATTACHED W/ (4) BB X 3/8' SS SYS 13 - - .057 THICK CORNER KEY ST. STEEL 1 -1/2' X 1 -I/2' X 1/2' 14 - 2/ LOCK LOCK INSTALLATION SCREWS - ,12 X 1/2' PH SUS 18 - AS REDD. CENTER POST REINFORCING STEEL - PTAOGUCT REVISED as cam MINK with 6se Eke* 411044/11 0359 A00 01ara No atla9 ' y-u J 6 drawing no. W03 -36 (sheet 5 of 6 sheet 6 of 6 ) • •• 1 • 1 • ••1 •1 ••E • ••1 • ••, • • .., • ••• ••• • • ••• • ••• ••• IMPOST CORNER VENT CORNER AU. FRAME AND VENT CORNERS TO BE SEALED W TH WHITE/ALUM COLORED SEALANT. PRODUCT REM O) 89 LINO 00:4 wlffi Qm Limp F�'l6;q rani! DWG `CiriL .. 8 8 a 0 J 8 O 8 5 z 0 c 8 drawing no. W03 -36 TY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE Pino's Window Corporation 7191 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -18A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, dated 12/07/95, with last revision C dated 05/05/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This IV:CA i'e$ise4 anll gels NOA # 07- 0322.12 and consists of this page 1 and evidence pages E -1 and E- 2,•as wei as a�' pcoiraCdocurnent mentioned above. The slabiiittet dceumenlation was reviewed by Carlos M. Utrera, P.E. OA MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode •• • • •• •• • • • • • • • ••• ••• • • • • APPROVED 1 • •' • • •• • • • • • • • .•. • • • • ••• • • • • • • • • • • • ••. • ♦•• • • • • • • • • .• •• • • • • ••• • • • •% • • •••• • • •..• •• • • • • ..•• • • • • •••• • • •••• NOA No. 08-0514.10 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 Page 1 Aperzo yEA7 Nj{ERl0 'Rom IRrlO Af - o 0 11 I D(� • •• • •• • • • •• •.... .. • • • .. • • .... • . • •. . • • • • • . • • • ••• • .... • ••• • .. .. • .. • .% • • • • ••••• • •••• •••• .. •••• • . .. • ... • •• • • • •••• • • • .• • • • • • • •• •• •••• . • • • •••• • .. • • • •• • • •• .. . Pino's Window Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95 -18A, titled "Aluminum Tube Mullions ", sheets 1 through 4 of 4, dated 12/07/95, with last revision C dated 05/05/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of Aluminum Fixed Windows Mulled Together, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5562, dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. C. CALCULATIONS 1. Mullion clip anchoring calculations, prepared by Al- Farooq Corporation., dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 2. Anchor and mullion calculations, prepared by Al- Farooq Corporation., dated 02/24/07, signed and sealed by Humayoun Farooq, P.E. "Submitted under NOA # 07- 0322.12" D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance issued by Al- Farooq Corporation, dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 05/02/08, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance statement issued by Fenestration Testing Laboratory, Inc., dated 03/29/08, signed and sealed by Carlos S. Rionda, P.E. G. 0 HER 1. Notice of Acceptance No. 07- 0322.12, issued to Pino's Window Corporation, • . s aapto :ed obi 05/24/07 and expiring on 03/28/08. • ......... • . •• ••• •• • • • •• •• • ••• ••. •• • • • • • • • •• • • • . •• • • • • • • • • •• •• • • • • . • • • • . E -1 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • arlos M. Vrera, P.E. Product Control Examiner NOA No. 08- 0514.10 Expiration Date: March 28, 2012 Approval Date: June 26, 2008 sheet 1 of 4 ) • •' • • • • • • • • • •••• • • • •• • • •• ••• a060-J MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING el r MUWONS 8083 —T8 MIN. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESON LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MWII —DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION 10 MUWON AS PER PRODUCT APPROVAL, USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH 06512N RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE .125 L- --ao03 ANGLE CUP 0:Q3—T5) MUWON CUP (6083 —Te) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. 356 .125 TYP. MUWON CUP LEGS REMOVED RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED YD COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING COIN: 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HYF2). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHAM BE BEYOND WALL COVERING (STUCCO. 111.E ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN AU.OWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING our NOT UNITED TO S1EEL/MEp1. SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATTRIILLS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. Ear DR. HUMAYOUN FAR000 FLA. { 113557 CAN. 31338 Ir 0 8 2000 PRODUCE REVISED asawriptylag with the Florid* Acceptance No ./D z z o Eg 81 a el agog g� 2tli ALUMINUM TUBE MUWONS .8 c 5 a k i drawing no. M95 -18A • • •• m .N O. LL� ••••a • • m • •• •1.0■ • •••• • J▪ 0 • • • • m 20 1 "x 2 "x 1/8" TUBE MULL • • P 1X2 a m m 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 2" x 4" x 1/8" TUBE MULL 90 M1..■■,..■00 MUMMEMMMEAMM EMEMEMEMEMEM 001E0110000MM 100110310■■■■..■ WINIME■LIME■,. mummi ■m.■■■il Wmilimmommmom mmummummom mu■LI■■mu■■Eo lommummEmmilm MENIM■■ ■ ■EM ■■ MEMMEMEMEMEM ■■R■■■\\■■■■ ■■\■\\■■►\ME 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 80 m • PIX3 1 -x 3 "x 1/8" TUBE MULL LL' a ea i O' 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES m. (0 a w J 190 H N Oe 2" x 6" x 1/8" TUBE MULL 80 P2X6 1"■' ■„■■k IMMEMMEMMIIM ■■, MM AM,■■.■■, .,'0„0„00„■■ ."■.■.'■.W■ MEMMENUMMINI IMME 00,00, .,IMMOMM.■■, ■NEME,■■, MM■ IMMIOMMOMM MUMWM ■,■■, EMMEMINIMMIll EMMINIMMEMM ■OM O ■EM ■ ■M\ MENMEMMOMM MMEMMEMMUM /4" 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 80 m m m 20 1" x 4" x 1/8" TUBE MULL IMMINIMMEMM ■OMMU■■■■ 30 40 50 60 70 TRIBUTARY WIDTH - INCHES B0 W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MUWON ,/ PRODUCT VERTICAL MUWON $ PRODUCT PRODUCT W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MUWON ,/ PRODUCT "; • $ P LAZING E MAAOIND MUWON SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) = WT W2 2 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS Ergm DR. HIMAYOUN FAR000 R.A. PE 1 18657 CAN. 5538 MAY 082008 J Oong ALUMINUM TUBE MULLIONS Sn 0 Z 8 fV drawing no. M95 -18A (sheet 2of 4 • • •2 • • • • • • • 01m W a m •••• • • • • • AI,CHORS T mummeemaeaem ►mraeeee■eue■ 1\ I�\lJl1�T�TJ4"f WMAMM MWELIMMEMEMEM mannsmemumm mumilimmumumm inimmummummo 1\lltUMMMileeee■ RUMMWNWIRIUMM mmamommusimm MitIMMMIMIMMMEM MMMEMeAwUeee miummommamm MUIN i�s'►SIMMe \e■ MMWOMMUMMERM ■WOOMMEEe■ee MEMEMMIMMMOMM MMOMMMEMSOMM MEMEN`\\\\O\\ ■■MM\\O\\M\O 20 30 40 60 60 70 TRIBUTARY WIDTH - INCHES ANCHORS TYPE ABORC GLAZING PRODUCT —MULLION CAMINO PRODUCT WI \roman BOR C W2 80 ANCHORS TYPE "A2" m N. H m ���� NEWMMeeMM WIIMMMIWOMMEMM 1\I\\mmumm■m■ nmumnimmumm mmumnimmomm ammimmummilm MMWKWIMMMEMME \1\\\\EMP \ee \e■ MMEMIROMMEMOM RUMUMB„■■■, MMUMMEMMOMUM ■""MEHMMO■■ IIMMWWWWWWMOM MME \M\ \M\\\\ MMOMMEOMMINM eeeeMEM\NAee IMMEMNMERWROM e■eee z namom MMEMEMORNSCR 20 AHCHOIS TYPE AB OR C PA2 30 40 60 60 70 80 TRIBUTARY WIDTH - INCHES HOMZ00TAL WJWON ARCHES TO BE 015001800 rosmo RE0TANOULAR SWAPS O ..."4... . .,'% PRODUCT :. l i; `, t PRODUCT ANCHOR' PRODUCT g ANCHORS NPE A60RC MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) W, + W2 2 m J• HID W 0 01 m ANCHORS TYPE PB MLIMMOMMEMWM VIIMMMUMMEMEM \\\i\\1\\\M ■MEM■ \II\\ EMWE\ee\■ UWWWWWIMMEMO 11\1\\MMEMM \MME UNORMOIMMEMEM NO \I\\YrOMMEe■ MMWMUMMWMOM ■"„ O, ■, , ■, IIMMWOMEMMOM ■"„ O,■,■„ ee\\\QM\ \,e► ■■E.\`.!i`a. MOMMe MEMMOUNMWMO MEMMIRMWROMO e■■■ ■e \e►`= 20 30 40 80 60 70 TRIBUTARY WIDTH - INCHES ANCHORS TYPE "C" 80 30 40 60 60 70 TRIBUTARY WIDTH - INCHES 80 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD,. SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Eno OR. HUWUN FAROCO SRRICAYOIURE`3 FLA PE / 10507 CAM. s30 -- MAY 0 6 2008 azelt ifi eFibdle Ate.. 0 0 ,lj +`rF Produe, Control t ,3, 40“ ALUMINUM TUBE MULLIONS pT 1 drawing no. M95 -18A (sheet 3of 4 sheet 4 o 4 ) ANCHORS TYPE 'A' •••• • • • 1�7►l�! • • • • • a /a• 0 TAPCON • • 1/ ANGLE • • • • • • • •••4 •• • • �Qy••• 2 AL0y11" i /dEI Ea � 14 S. 2/ ANGLE • a• • •••4•• •••• • • A•IWON• • •• • • ••• • • • •••• MUWON 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG 1BY OR 2BY WOOD SLICK MULLION 2 X 2 X 1/8' ALUM ANGLE MAX. r t 1.500 O 14 S.MS. 2/ ANGLE • 14-3/4' MIPL 8 • m'cASr CONC. 4a .1-3/4' MIN-. NOTCH ANGLES TO MISS MARBLE SILL OR TRIM 1/4' 01A. TAPCON 1 -1/2' MIN. EMBED 1/ ANGLE /UVCHORS TYPE B' ANCHORS TYPE 'C' V' FLOATING MULLION CUP OPTION FOR 1BY TUBE MUWONS VERTICAL OR HORIZONTAL Oilio z 0 3 Id ALUMINUM -, MUWON ANCHORS TYPE 'A2' 2 X 2 X 1/8" ALUM ANGLE r� 1.900 MM. '2 - -1/A': HIM PRECAST CONC. O 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS MARBLE SILL OR TRIM . '2 -1/2! MIN 1/4" DIA. TAPCON 1 -1/2' MN. EMBED 1/ ANGLE TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. Oft HUOY'AN FARouo INTO METAL STRUCTURE = 5/8° MIN. SIRUCIUII80' CAM 3� ANCHOR DETAIL #1 WOOD BUCKS NOT BY PINO WINDOWS MUST SUSTAIN LOADS IMPOSED. MAY 0 6 2008 PROD rR8VISRD >rlmwitbtSeMaKm BuIldingCode ''1 0 7rz1[%'7AF 4. Redact Cmdhoi `0 rig A is 0 k 4 drawing no. M95 -18A BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 4000 Aluminum Picture Window APPROVAL DOCUMENT: Drawing No. 08 -005, titled "Series 4000 Impact Picture Window ", sheets 1 through 6 of 6, prepared by Tilteco Inc., dated 01/16/08, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. I1 SFECtION:.A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors apd shit borlil4blt Qr kspection at the job site at the request of the Building Official. 7 its rj,QAMvises-O - ]0.07,04 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Igbal Shaikh, P.E. 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 www.buildingcodeonline.com .. • . • • • • • • • • • • • • .. • • •• • • ... • • • • •• • • • • • • • • • • ••• • • • • • • • • • • •. •. • • ....• ... • • • • • • • • • • .••. • • • • • • • • • •. • ..•. • • NOA No. 08- 0204.03 Expiration Date: February 23, 2011 Approval Date: April 03, 2008 Page 1 ATI 10 PO\IED A1- oon io 0 M14glO iZUMIM)0 •• • •• •• • • • •• • . . .. •• .... • • • • • • • •• •• • •• • • •• • • •••• • • •••• • • •••• • • • • • .. • • •• • • • • • • • • •••• ••• • • • • • • • .••• • • • • • •••• • • • • .• • • • ••• • • • • • • •• •• •. • •••• • • • • • • • •••• • •• • • • • • •• • • •• •. • Florida Window Systems Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. 08 -005, titled "Series 4000 Impact Picture Window ", sheets 1 through 6 of 6, prepared by Tilteco Inc., dated 01/16/08, signed and sealed by Walter A. Tillit Jr., 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 along with marked -up drawings and installation diagram of aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ATLSF- 0802.01- 05, dated 09/06/05, signed and sealed by William R. Mehner, P.E. (Submitted under NOA #05 -1107) C. CALCULATIONS 1. Anchor calculation and comparative analysis, prepared by Tilteco Inc., dated 08/10/05, signed and sealed by Walter A. Tillit Jr., P.E. Complies with ASTM E1300 -98 (Submitted under NOA #05 -1107) D. QUALITY ASSURANCE 1. Miami -Dade county Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "Sentry Glass ® Plus ", dated 01/03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of Code Compliance and no financial interest, dated 09/12/05, signed and sealed by Walter A. Tillit Jr., P.E. (Submitted under NOA #05 -1107) G. OTHER 1. Letter from the consultant, dated 01/11/06, stating that the product is in compliance • • • • • • with the Florida Building Code (FBC). (Submitted under NOA #05 -1107) • ••. ••2:•: ; 1ii0A# 05- 1107.04 1���` (f .. ... •• • . . .. ,fit vl •• • ••• ••• •• • • • • • • • • • •• • • • • •• • • • • • • • • •• •• • • • • • • • - • • • ••• • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • E -1 Mohammed Iqbal Shaikh, P.E. Senior Building Code Compliance Specialist NOA No 08- 0204.03 Expiration Date: February 23, 2011 Approval Date: April 03 2008 GE R '"MITES: • i ' IES 4000'PTCTUI& WIND021 IJ1RG�E•MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. D.) HAS BEEN VERIFIED FOR COMPUAt110E•IY ACCOR Wfry THE 2004 EDITION OF THE FLORIDA BUILDING CODE, WITH THE 2005, 2006 AND 2007 SUPPLEMENTS. DOW MAP E INSTALLED AT HIGH VELOCITY HURRICANE ZONES. • •'b1'SiGN WIND JAS SHALL B DETER INED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON ' • THIS P.A.D., TESTED, WER TRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYSIS. • A DURATION FACTOR CD= 1, Ai ED TO VERIFY FASTENERS IN WOOD. • • •IfI WIND O ACY F0R' �? AND CYCUC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE • • *CALCULATIONS, P €RF PEEDP P SECTION 1612 , F202, ORIDA,BPER AG CODE. REPORT 0802.01 -05 AND AS PER SUBMITTED STRUCTURAL • •••• 2. MAXIMUM' DE3tG� PRESSIBE TANGS FOR THESE WINDOWS SHALL BE AS PER SCHEDULES SHOWN ON SHEET 6., • • • IfITERIA Rift ADDRESS�IiO p FTERENT SHAPES IS AS EXPLANED ON THIS SHEET (l). 6! CRIS WI / ,1, WILL NOT. Rhe®YIRE A HURRICANE PROTECTION DEVICE, • 44. THIS WINaGi`fV I$ APPtViO'COR AIR AND WATER • INFILTRATION. ••••• •••• • • 5. ALL ALUMii41•40.1SIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T5 ALLOY AND TEMPER, WITH Fy= 16.0 kei MINIMUM. THE THICKNESS OF • ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 6. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR .CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ket YIELD STRENGTH AND 90 kat TENSILE STRENGTH. 7. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE. WOOD BUCKS MUST BE SOUTHERN PINE, G =0.55. WOOD BUCKS NOT BY FLORIDA WINDOW SYSTEMS CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 8. ANCHOR NOTES: SEE SHEET 2 FOR MAXIMUM SPACING. EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY WALL FINISH. (A) TO EXISTING POURED CONCRETE: (Min. fro = 3 MO, MIN. EDGE DISTANCE = 3 °. — 1/4 °0 TAPCON ANCHORS 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO TEXTRON (COMPONENT()), THRU 1° P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M. C -90 CONCRETE BLOCK WALL. MIN. EDGE DISTANCE = 3 °. — 1/4 "4 TAPCON ANCHORS W/ 1 1/4° MIN. EMBEDMENT, AS MANUFACTURED BY ELCO TEXTRON (COMPONENT®), THRU 1° P.T. WOOD BUCK. (0) TO EXISTING 2° P.T. WOOD BUCK. MIN. EDGE DISTANCE = 1°. — 1/4 °0 TAPCON ANCHORS W/ 1 1/2° MIN. EMBEDMENT, AS MANUFACTURED BY ELCO TEXTRON (COMPONENT()) (D) TO EXISTING ALUMINUM (6063 —T5 ALLOY) OR STEEL (Fy =36 kai MIN.). MIN. EDGE DISTANCE = 12° — 1/4 °0 -14 TEK SCREWS, MIN. 1 1/2" LONG, AS MANUFACTURED BY ITW/BUILDEX (COMPONENT 9A ) 9. PROVIDE 1/4° MAX. SHIM SPACE (TYP.). 10. REMAINING COMPONENTS FOR THIS WINDOW'S SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS, SHEET 5 OF THIS DRAWING. 11. WINDOW'S MANUFACTURER LABEL SHALL BE PLACED ON -A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: FLORIDA WINDOW SYSTEMS CORP. MEDLEY, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; L.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. •(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBIUTY. (c) THIS P.A.D. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. (d) ORIGINAL PAD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. * MAXIMUM DESIGN PRESSURE RATING (P8f) FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE DETERMINED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE (e x b) OR RECTANGLE (o x b) AS SHOWN IN DOTTED UNES AND OBTAINING MAXIMUM DESIGN PRESSURE RATING (pet) FOR THOSE ALTERNATE SHAPES FROM SCHEDULE ON SHEET 8. JAN 1 7 MR FLORIDA PRODUCT REVISED as Y 1 kWh the Ftw1da Butlid,i Ca' koo iliDato No Embolic& FO•:siawa i _ Liao Dade FradMM t C O UfrOI C:v4non -=o,3 BUILDING CODE (High Velocity Hurricane Zone) 0 2000 T1_7EC0 ER:. IL ECOINC. TIUIr TE$TNM • ENWP4WIING COMP �I A :IfI .ICt IMAm" a -mat: 10fe &.. 4, 187 �t 1 TALLER A 44 BERMS 4000 IMPACT PICTURE WINDOW FLORIDA WINDOW SYSTEMS CORP. 7101 NW 77 =RACE MEDLEY, R. 33160 MOM (300)625 -6426 8/00(305ie36 -6424 IR ON DO E.E. 1 /16/00 OATS I. m 1 mxerxe I Oae l a r 1 aoeraa I em 08 -005 MOM Na v .I 010 06 -273 (1n0fi61 i I I ONEET 1 OF • • • • • • • •S" =*Mox. At:CM9 ACING •••• (See schedule) • A/3 "a" frame width short aide (see schedule) ,CASE 1: RECTANGULAR * SCALE: 1 /2 " =1' -0 MAXIMUM ANCHOR SPACING SCHEDULE "B "= Max. ANCHOR SPACING (See schedule) A/3 "a" frame witdth short aide (see schedule) CASE 11: ROUND TOP * SCALE: 1 /2 " =1' -0 TYPICAL EXTERIOR ELEVATIONS * SUBSTRATE ANCHOR TYPE HEAD SILL JAMB CONCRETE OR BLOCK 1/4 °9 TAPCON 10 "0.C. STRAIGHT 8 O.C. CURVED 10° O.C. 11° O.C. WOOD 1/4 °0 TAPCON 10 "0.C. STRAGHT 9 0.C. CURVED 10° O.0 10" O.C. METAL 1/4 "0 TEKS 9" 0.C. 9° 0.C. 9" 0.C. * WINDOW SHAPES SHOWN ARE AS PER PERFORMED TESTING. SEE NOTE 2 ON SHEET' 1 FOR CRITERIA TO FOLLOW FOR QUALIFYING ALTERNATE SHAPES. JAN 17 2008 'S "= Max. ANCHOR SPACING (See schedule) CASE 11: EYEBROW * SCALE: 1 /2 " =1' -0 MAX. DAY LIGHT OPENING (See schedule on sheet 6 for Max. a and b values). DLO (a) =a- 3.598° (Short side) DLO (b) =b- 3.598" (Long side) PRODUCT REVISED es complying %Wild's Florida BchdiagCode 08 —o 2oy -o3 ExphndO Na t77-/ 2-1 11 By Mi!md IJado Product Control Dlvbi+m FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02008 TU.TH 0 PC. IL ECO,Nc.\ TRAIT TEMPO & ENGINEERING COMPANY e -nMrh 0.t- rtptllmpLLo81G7jJgar�eam FUNRDDA us. 1 441 1 ORES 4019) IMPACT PICTURE WINDOW FLORIDA WINDOW SYSTEMS CORP. 7161 NW 77 TERRACE MEDLEY. FL 33166 PHONE: (3011)8011-04213 rAxd3016606 -e424 MTN Btt R.6 1 /16/66 DATE 121101111191011 OXIB 08 -005 DRAMS R" to at=fiA II/14A7I ± 1 I MEET 2 Or 6 • • • • • •• •••• • • • •• • •••• • • •••• • • • • •/8' MIN. THICK • • •7& STRUCTURE (SEE N • • • •• • • • •• • • • • • • • • • • •• •• • ••• • • • 0 w 2 x P.T. WOOD BU (SEE NOTE 4/1) POURED CONCRETE OR CONCRETE BLOCK REO'D. Ix P.T. WOOD BUCKS (SEE NOTE 4/1) 0 'tail'. 0 cam fir•' "i o r "b" fi 0 o �M 0 1 x P.T. WOOD BUCKS (SEE NOTE 4/1) SECTIONS A -A SCALE: 3/8' ■1" 1I —' 0 0 POURED CONCRETE OR CONCRETE BLOCK RE0'O. 2 x P.T. WOOD BUCK (SEE NOTE 4/1) 1/4' Max. SHIM SPACE 0 1] o0 0 0 POURED CONCRETE OR CONCRETE BLOCK RE0'0. 1/4" Max. SHA1 SPACE 0 0 1 1/4" MIN. EMBEDMENT 1 I IME ao "a" frame widt 1/4' Max. SHIM SPACE oc) 1x P.T. WOOD BUCKS (SEE NOTE 4/1)) JAN 1.7 2008 "a" frame width SECTION B- SCJLLE: 3/8' -1" 1/8" MIN. THICK METAL STRUCTURE (SEE NOTE 80/1) PRODUCT REITLWD ea complying with 11m Plorlda Il1110 11:.C•uda tvx,axamoo No 0 m2. k • 03 Daz l/ Mn iami Dade Product Caalrol Division FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02008 TII]E00 TKO. SERIES 4000 IMPACT PICTURE WINDOW / IL E C O Ipe. \ FLORIDA WINDOW SYSTEMS CORP. ruff TESTING • ENGINEERING COMPANY 7161 N• 77 10888108 8� xx. TaE. p,, bti. alt WO(M 8 $ Snag )803-Y FL 33186 War i (» I- 1- b0Renolli a earn IF8151 REM (305)802 -84.20 FA7C(309J689 -2424 • ER ALTER A 8 A 19 44187 xx11a I 0 -27 I am I •w x� WIN= aae WALTER A Jr. 44167 1 an at -273 Ine/Ge 3 oW N en R.E. 1/16/08 GATE 08 -005 0WYGHG Ma SHEET 3 OF 8 • • • • • • • • • • • • • • •• ••• ••• • ••• • •••• • •••• • • ••• • • •• • •• • ••• 0 BILL OF MATERIALS • ITEM • DESCRIPTION SIZE & QUANTITY MATERIAL/ MANF. /SUPPLIER /REMARKS •C1� FRAME DIE d' 5336 SEE DETAIL SHEET 4 6063 —T5 EXTRUDED ALUMINUM 1 Q • • • • FRME• 8ACR CUP DIE #5239 • • • • • SEE DETAIL SHEET 4 6083 —T5 EXTRUDED ALUMINUM 4" LONG 8' STRAIGHT SILL, HEAD AND JAMBS. FULL LENGTH CO CU ED SILL, HEAD AND JAMBS. LOCATE AT EVERY n OR 1 U i iii • DIE #5029 SEE DETAIL SHEET 4 6083 —T5 EXTRUDED ALUMINUM GLAZING BEAD •® CORM ,SSEMBLY SCREWS 2 — #8 x 1 1/4" ® EACH 90' CORNER ZINC PLATED PANHEAD SCREWS 1. WEL✓8BD9IOINTS TOQ'D. AT HEAD ROUND AND EYE BROW CONNECTION ER4043 ALUMINUM WELDING WIRE 1 © SCHNIE MOREHEAD ACRYL —R SM5504 I REQ'D. AT ALL JOINTS — — — — — • •O7 •® GLAZIIIG BIITFONS • • 1/4°0 HALF SPHERE, CLEAR 3° FROM CORNERS Max. AND 12" O.C. (Max.), AT MID — GLASS BITE ELEVATION, BY FRANK LOWE RUBBEL AND GASKET FLB -28, CLEAR GLASS 1 /4 °HS + .090° INTERLAYER SOP + 1 /4"HS. DU01 -120 01 GLASS PLUS INTERLAYER W/ NOA 0 ANCHORS TO CONCRETE, BLOCK OR WOOD 1/4 "0 F.H. TAPCONS MANUFACTURED BY ELCO TEXTRON. SEE MAX. SPACING AT ELEVATIONS ON SHEET 2 ® ANCHORS TO ALUMINUM OR STEEL 1/4 "4 F.H. TEK SCREWS MANUFACTURED BY ITW /BUILDEX. SEE MAX. SPACING AT ELEVATIONS ON SHEET 2 CI BOSTIK CHEMCAULK 915 SEAL FRAME TO EXISTING STRUCTURE OR BUCK SEALANT J GE SILGLAZE II 2800 CLEAR AT GLASS AND GLAZING BEAD JOINT GLAZING SEALANT GLAZING DETAIL (SECTION) SCALE: 1•_in MODUCT REVISED complying with ibo Ftostda Building Cods p g .. 0 20 03 MMiin of Dade P+odua Com1d Division FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02008 ELTECO BC. / 11L ECO,NC.\ 11WT TE8TIN0 • EMCEEING COMPANY u"WNW 1m'1r aart®atIlimee 0-800: tOtemOademn FLOORIDA A21a, 144187E SERIES 4000 IMPACT PICTURE WINDOW FLORIDA WINDOW SYSTEMS CORP. 7191 NW 77 TERBACE M ILEY. FL 33164 PHONE (305)805 -9420 FAxe(322)822 -9424 DRAWN 9r R.E. 1/19/08 DATE M. R1 t Mf!?i• 1 DAR 1 2C. r 1 a221264 1 aq 08 -005 0964081 No 1 a 1 ar9 OS-9/3 11/19/001 3 I I SHEET 4 OF 5 • •. • • •• •• • • • •• •• • • ••• • • • • • • . T . C CORNERS ENT THAN 90' z�ia x 1 1/4' PANHEAD ONLY ® EACH 90' CORNER a0 0 a m 0 0 COMPONENTS 1.499 1.128 -- 1 0.062 -1 N N 0.125 — —°l 0 co 0 n g Or d a-1 o 1 1.375 it I 0 II ^I" lJ L0.094 1 0c� — —0.094 0.090 1 143 0.703 1.344 0.703 — 2.750 JI 0 FRAME DIE # 5336 SCALE 1 " =1" / 6063 —T5 ALLOY 0. l✓ N 0 v) 0 0.082" a I— —1.280 — 1403' 0 n 0 FRAME BACK CLIP DIE #5239 SCALE 1 " =1" / 6063 —T5 ALLOY 4" LONG ® STRAIGHT SILL, HEAD AND JAMBS. FULL LENGTH l9 CURVED SILL, HEAD AND JAMBS. PRODUCT REVISED as complying with dm Florida — 0.500 — Beam Code Axrpi. co No Or-0 2 0 IE�T. ZPlion De10 0.082 (Typ.) — — cett esol Dade Product Ceehe) CVAdaine 1 O U- CHANNEL DIE #5029 SCALE 1 " =1" / 6063 —T5 ALLOY FLORIDA BUILDING CODE (High Velocity Hurricane Zone ARCH CORNER CONNECTION Jiff. N.T.S. 90' CORNER CONNECTION, DETAIL 1 N.T.S. FLORIDA WINDOW SYSTEMS CORP. 7191 Nw l 1ERRA@ 103 318Y, FT. 33188 PHONES (3118)808 -9428 FAX4N13)888 -8414 9RawN en R.6 1/18/x DATE 08 -005 DRAWN* Ne • • • • •• ••• •• • •• • ••• • ••• •• • ••• • •••• • .• •• • •••• • • • • • • • • • • MAXIMUN FRAME WIDTH ( "a ") AND LENGTH ( "b ") VERSUS MAXIMUM DESIGN PRESSURE RATING ( "W ") SCHEDULE a b DO DLbO re :Vol psf 18" 6 04•18120 814.402 • 73 • - 70 • • 24" 14.402 620.402 8 •/e • • •70 • • 30. 14.402 •28.402 1. 478 • • 70 • 38" 14.402 •32.402 es • { • 70 • • 42° 1402 38.402 • •7• • • •70 48" 14.402 •••• 44.402 78 •• ••• 70 •• 54." 6 14.482 50.402 70 70 72' 80° 1402 56.402 ; 74' • • 70 • • 68' ' II 64ta• •62.402 070 •70 84" 72° •0482• 68.402 70 70 18" 78" 14.402 74.402 70 70 96' 84" 14.402 80.402 70 70 102" 90" 14.402 86.402 70 70 108' 98" 14.402 92.402 70 70 114" 102• 14.402 98.402 70 70 120" 108° 14.402 104.402 70 70 128" 114" 14.402 110.402 70 70 132' 120" 14.402 116.402 70 70 138" 126' 14.402 122.402 70 70 144° 132" 14.402 128.402 70 70 36' 138" 14.402 134.402 70 70 42' 144" 14.402 140.402 70 70 48" 24° 20.402 20.402 70 70 84• 30" 20.402 28.402 70 70 60" 38' 20.402 32.402 70 70 66' 42° 20.402 38.402 70 70 72° 48" 20.402 44.402 70 70 78' 84• 20.402 50.402 70 70 84" 68" 20.402 58.402 70 70 60° 88" 20.402 82.402 70 70 98" 72" 20.402 68.402 70 70 102" 78" 20.402 74.402 70 70 24" 84. 20.402 80.402 70 70 114" 80" 20.402 88.402 70 70 120" 08" 20.402 82.402 70 70 128' " 102" 20.402 08.402 70 70 108" 20.402 104.402 70 70 114° 20.402 110.402 70 70 120° 20.402 116.402 70 70 128' 20.402 122.402 70 70 132° 20.402 128.402 70 70 138° 20.402 134.402 70 70 1441 20.402 140.402 70 70 a b DLO a DLO b W psf + W pat - 30' 28.402 28.402 70 70 36' 28.402 32.402 70 70 54° 42° 28.402 38.402 70 70 48° 28.402 44.402 70 70 54" 28.402 50.402 70 70 60" 26.402 58.402 70 70 42' 68° 26.402 82.402 70 70 72' 28.402 68.402 70 70 68' 78' 26.402 74.402 70 70 84" 28.402 80.402 70 70 30" 60' 28.402 88.402 70 70 6913/16" 96' 26.402 82.402 70 70 102" 28.402 88.402 70 70 108' 28.402 104.402 70 70 114" 28.402 110.402 70 70 120" 28.402 116.402 70 70 48' 128" 28.402 122.402 70 70 132' 28.402 128.402 682 88.9 138" 28.402 134.402 65.7 85.7 144° 26.402 140.402 62.5 62.5 36' 32.402 32.402 70 70 42' 32.402 38.402 70 70 48" 32.402 44.402 70 70 84• 32.402 90.402 70 70 60" 32.402 88.402 70 70 66' 32.402 62.402 70 70 72° 32,402 88.402 70 70 38. 78' 32,402 74.402 70 70 84" 32.402 80.402 70 70 60° 32.402 86.402 70 70 98" 32.402 02.402 70 70 102" 32.402 98.402 70 70 108" 32.402 104.402 70 70 114" 32.402 110.402 70 70 120" 32.402 118.402 65.9 88.9 128' " 32.402 122.402 82.2 02.2 a b DLO a DLO b W psf + W psf - 42" 38,402 38.402 70 70 48" 38.402 44.402 70 70 54° 54" 38.402 50.402 70 70 60' 38.402 56.402 70 70 08' 38.402 82,402 70 70 72" 38.402 68.402 70 70 42' 78" 38.402 74.402 70 70 84" 38.402 80.402 70 70 68' 00" 38.402 88.402 70 70 88" 38.402 62.402 70 70 68, 102' 38.402 99.402 70 70 6913/16" 108' 38.402 104 402 88.2 881 48" 44.409 44402 70 70 84° 44.402 50 402 70 70 80" 44.402 58402 70 70 86" 44,402 62.402 70 70 48' 72" • 00 .402 68.402 70' 70 • 78" 44.402 74 402 70 70 84" 44.402 68 402 70 70 90" 44.402 68.402 70 70 98' 44.402 82.402 70 70 JAN 17 2008 a b DLO a DLO b W psf + W psf - 54" 80.402 50.402 68.3 65.3 80" 80.402 56.402 55.3 55.3 54° 68° 50.402 82.402 55.3 55.3 72° 50.402 88.402 85.3 55.3 78" 50.402 74.402 55.3 85.3 84° 80.402 80,402 55.3 55.3 B0. 58.402 58.402 44.8 449 88• 58.402 62.402 44.8 44.8 68' 72' 58.402 88.402 44.8 44.8 78' 58.402 72.402 44.6 44.8 68, 88° 62.402 82.402 37 37 6913/16" 62.402 86.215 37 37 RECTAPIQLE/ SQUARE DIMENSIONS LEGEND b f DL01(a) n 0 A PRODUCT REVISED 93 complying wilt Ora No d& Baddiag Coda Aces/dame No 63 Expiration Data niveL0-9.- Miami Dade Product Control Division FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 0 2008 193000 INC. IL EC min tE65NO • 8N61N06ONO COMPANY 5335 PI.V. 5112.,_11‘ffia. 3119, MOM COMA 1.1. 531511 • ;' a -mdh 8Rmo9aol.wm 8201 A. 1.. 8 44 67 FlARIM Ua. 9 44187 8BR(ES 40003CPACT PICTURE WINDOW 08566 88 RR. FLORIDA WINDOW SYSTEMS CORP. 7191 N• 77 nom !®IAY. FL 33166 Rae (305)60S-9420 F010(306)E25 -0424 1/16/08 0A/E na ®1 smso• 1 •N 1 a. r 1 ooarmt 1 mm 08 -005 00685(6 No 1 1 OW m -973 11 *61 3 9 4 60001 6 OF 8 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77th Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series FWS -300 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -80, titled "Series FWS -300 Alum. Horiz. Sliding Wdw. (L.M.I.) ", sheets 1 through 7 of 7, dated 10/15/07, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 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. • :Ibis TOA :conrsastt o tbis page 1 and evidence pages E-1 and E -2, as well as approval document mentioned • MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.gov/buildingcode • • aboyg. ••• • • ••• • • ThpAuMg tetl dodunkutatlon was reviewed by Manuel Perez, P.E. • • • • •• • • • • •.• ••• ••• •• • • • •• • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • ••• • • • • • ••••• • • ••% • •••• •• • • • • •••• • • • • • • • • • •• • ••••• • •••• NOA No. 07- 1025.09 Expiration Date: May 1, 2013 Approval Date: May 1, 2008 Page 1 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -80, Sheets 1 through 7 of 7, titled "Series FWS -300 Alum. Horiz. Sliding Wdw. (L.M.I.) ", dated 10/15/07, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -07 -4417, dated 12/13/07, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1944, dated 12/13/07, signed and sealed by Candido F. Font, 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1439, dated 12/13/07, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 10/17/07, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). •• ••• • • • • •• • • • • • • • • • •• ••• •• • • •• •• • ••• • • •• • • • • • • • • •• • • • •• • • • • • • • •• • • • • • • • • • • E -1 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • Manuel ' erez, P Product Control Exam i NOA No. 07- 1025.09 Expiration Date: May 1, 2013 Approval Date: May 1, 2008 Florida Window Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex 11IG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 03- 0415.13 issued to Solutia Inc. for their "Vanceva Composites used for lamination of glass" dated 12/11/03, expiring on 12/11/08. F. STATEMENTS 1. Statement letter of conformance, dated October 17, 2007, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 17, 2007, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. None. •. ... • . • • .. • • .. ... .. . • • .. .. • ... • • • • • .. • • • • • • • • .. • • • • • • • • • • .. • • • • .. • • • • • • • • • ... • • • • • • • ... • • • • • • • • • • • • .. • • • ... • • E -2 Manuel Pere Product Control E NOA No. 07 -1 9 Expiration Date: May 1, 2013 Approval Date: May 1, 2008 •••• • • • •• • •••• • • •••• • • 74' • •• • • • • • • • • • • ••%AU • •HCADAEIIL • CORNERS WINDOW WIDTH 9' MAX. MTG. STILES 13 1/2' MAX. HEAD /SILL • • • • • •• •••• �•• • • �, • •••• ••• — • ••• •••• • • •• • c• FALSE MUNTINS MAAYRFBE USED APPUED) 1 I 1 33 1/2' I I D.L. OPO 37 1/8' VENT WIDTH SERIES FWS -200 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-WE COUNTY APPROVED MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF 33 7/8. D.L OPO. B' MAX. HEAD /SILL CORNERS TYPICAL ELEVATION$ WINDOW WIDTH 13 1/2' MAX. HEAD /SILL 9' MAX. MTG. STILES I I I jI D qi> n n II 1 % - =sin =� -� o 1 II II II IA = u II II II 33 1/2' 0.L OPG. 37 1/8• VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 33 1/2' D.L OPG. 33 1/2' D.L OPG. 37 1/8• VENT WIDTH gkrap: DR. HST� FAR000 FIA. ;1938 Approved ascompry th tegwithe Cagle NOA9 �T•i ANCHORS INTO WOOD ONLY. MME' ""' pnsdad " "'' • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WIN OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. OCT 1 9 200 u z 1 N 0 g UJ 3 m zM el z o 0 c 1 drawing no. W07 -80 sheet 1 of 7 ) . .... • • RESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) • • • • • • • W[1909 l .• A • • GLARE TYPE 'A' "WITHOUT REINFORCING GLASS TYPE 'B' WITH REINFORCING T(0 888.08 cm ITTH 888A8 CUPS 5/0 SHEAR CLWS 9008 mien CUPS WIDTH HEIGHT SKT.(44) INTO-) EXN.( +) INT.( -) EXT.( +) INT.( -) EXr.( +) INT.(-) 26 -1/2" 37" 53 -1 /S: 74" • 28" • •1*')• • • • 4 4 7 • •/g70 66.7 75.0 80.0 100.0 80.0 100.0 4 86)70 •810 88.7 75.0 80.0 100.0 80.0 100.0 8 :6.7N JO 88.7 15.0 80.0 100.0 80.0 100.0 6 68.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 29 -1/2' 3Y • 53 -1/8" 74" ! • S� • (3) • 4 8 • 75,0 68.7 75.0 80.0 100.0 80.0 100.0 4 • 99•7• • 415.0 68.7 75.0 80.0 100.0 80.0 100.0 8 IN 750 88.7 75.0 80.0 100.0 80.0 100.0 6 68 7. • • 75.0 68.7 75.0 80.0 82.1 80.0 100.0 28 -1/2" 37' • 53 -1/8' 74' • • • • 1/8: (4) • • • • • 4 • • tot 66.7 75.0 80.0 100.0 80.0 100.0 4 157 • i5.0 66.7 75.0 50.0 82.8 80.0 100.0 6 648• 64! 68.7 78.0 64.8 84.5 80.0 100.0 8 54% 54 88.7 75.0 54.9 54.9 80.0 100.0 26 -1/2I, 37" 53" 74' • • • • 63' (5) 4 68.7 75.0 68.7 75.0 80.0 82.6 80.0 100.0 4 62.3 62.3 86.7 75.0 62.3 62.3 80.0 100.0 6 47.2 47.2 86.7 75.0 47.2 47.2 80.0 100.0 6 38.2 38.2 68.7 70.1 35.2 38.2 80.0 92.8 24' 38" 48° 80" 72" 24 (2) 4 86.7 75.0 68.7 75.0 60.0 100.0 80.0 100.0 4 66.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 4 68.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 8 86.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 6 88.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 24' 38" 48" 60" 72" (3) 4 88.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 4 68.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 4 68.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 6 68.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 6 88.7 78.0 66.7 75.0 80.0 88.9 80.0 100.0 24" 36" 48' 80' 72" 48' (4) 4 68.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 4 68.7 75.0 68.7 75.0 80.0 90.8 80.0 100.0 4 66.7 74.4 68.7 75.0 74.4 74.4 80.0 100.0 8 65.6 85.8 66.7 75.0 65.6 65.8 80.0 100.0 8 81.0 61.0 68.7 75.0 81.0 61.0 80.0 100.0 24' 38" 48• 60' 72" 60 (8) 4 68.7 78.0 88.7 75.0 80.0 85.5 80.0 100.0 4 68.7 87.7 66.7 75.0 67.7 87.7 80.0 100.0 4 54.2 54.2 68.7 75.0 54.2 54.2 80.0 100.0 6 498 48.5 68.7 75.0 46.5 48.5 B0.0 100.0 8 419 41.8 68.7 75.0 41.8 41.8 80.0 100.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB SILICONE DOW CORNING 795 1/8" HEAT STREN'D GLASS .090' INTERLAYER SAFLEX PVB BY 'SOUTH' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795 1/8" HEAT STREN'D GLASS .075" INTERIAYER VANCEVA STORM COMPOSITE BY SOLUIA' 1/8' HEAT STREW() (LASS SILICONE SILICONE DOW CORNING 795 DOW CORNING 785 GLASS TYPE 'A' GLAZING OPTIONS ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPUED RISER AT FRAME SILL FOR STD. SILL (NO RISER) UMIT EXTERIOR( +) LOADS TO 66.7 PSF SEE DETAIL ON SHEET 4. NOTE: GLASS CAPACRIES ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 GLASS TYPE '8' Frgr: OR YOUN FAR000 NA. PE 16857 C.A.N. OCT 1 9 2007 Approved as sa nplyireOH tits Florida Bolding Cade Date INdxAO Mla RI I?* !L!. u 2 8 1 5 a 1 z I m A 1 O z °c 2 Ic drawing no. W07 -80 (sheet 2 ot 7 • • • •••6 • •• ••••4 •••• • • •••• • • •• •••• 11 .... ,ESIGN LQAD CaLCITY - PSF ()C0X SIZES) • • • • • WINDOW 1118• • • A • ELA88 • -l'YPE 'A' Wrr'HOUT (i1NFORCING GLASS TYPE 'B' WITS REINFORCING W /0688.08 CLIPS WITH SHEAR CLIPS 9/0 BRIAR OAPS WITS SHEAR CLIP9 WIDTH men. EXT +, :44,4 IXI.( +) Wt(-) EX1.( +) IM.(-) EXT.( +) INT.( -) 74" 6108 -1/4' b 111" , • 4 88.7 75.0 66.7 79.0 80.0 100.0 80.0 100.0 • 88e • 16.0 • 86.7 75.0 80.0 100.0 80.0 100.0 • • • • 8 8811• • • 68.7 75.0 80.0 100.0 80.0 100.0 74' T109 -1/4' • 111' • j • • i4 88.7. • Z941 88.7 75.0 80.0 100.0 80.0 100.0 • 4 681 75.0 • 8 75.0 77.5 77.5 80.0 100.0 • 6 68.7 6. '?3.8 68.7 75.0 80.0 81.7 80.0 100.0 A 74' 1 106 -1/4' 111' 90 -b• /8' {4i .. • • 4 864 • •WTI • 75.0 75.0 67.6 67.8 80.0 100.0 4 55.4 • 47.4 75.0 55.8 55.8 80.0 100.0 •8 •:919'1 54.9 84.9 68.7 79.0 54.9 54.9 80.0 100.0 74° , 11' • 0 • • • 4 •4 49e 491! 68.7 78.0 49.8 49.8 80.0 100.0 4 39.1 • • •38.2 • 78.0 68.7 75.0 80.0 100.0 80.0 8 38.2 66.7 68.7 70.1 38.2 38.2 80.0 92.8 72' 84' 98' 108" • • 24" (2) 7 88.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 9 86.7 75.0 68.7 75.0 80.0 100.0 80.0 100.0 9 68.7 75.0 66.7 75.0 80.0 100.0 80.0 100.0 9 86.7 73.0 66.7 79.0 80.0 100.0 80.0 100.0 72' 84' 98° 108' 38' (3) 7 68.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 9 68.7 75.0 86.7 75.0 80.0 100.0 80.0 100.0 9 66.7 79.0 68.7 73.0 80.0 92.0 80.0 100.0 9 66.7 75.0 69.7 75.0 80.0 80.0 80.0 100.0 72° 84" 96' 108' 48' (4) 7 86.7 74.4 88.7 75.0 74.4 74.4 80.0 100.0 9 66.7 88.0 88.7 75.0 88.0 88.0 80.0 100.0 9 83.7 83.7 68.7 75.0 63.7 83.7 80.0 100.0 9 81.0 81.0 68.7 78.0 61.0 81.0 80.0 100.0 72' 64' 98' 108" 80' (0) 7 542 54.2 86.7 75.0 54.2 54.2 80.0 100.0 9 48.7 48.7 68.7 75.0 48.7 48.7 80.0 100.0 9 44.7 44.7 68.7 75.0 44.7 44.7 80.0 100.0 9 419 41.8 66.7 75.0 41.8 41.8 80.0 100.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) a N0. OF ANCHORS PER JAMB (1 /N) 4 (1/39) (1/39) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH DESIGN LOAD CAPACITY - PSF ()COX SIZES) WINDOW DIMS. A GLASS TYPE 'A' WITHOUT REINFORCING GLASS TYPE 'B' WITH REINFORCING 9/0 SHEAR CUPS WITH SHEAR CUPS 6/0 SHEAR cups WITR 8111148 CLIPS WIDTH HEIGHT EXL( +) INT.(-) EXT.( +) INT.( -) EXL( +) NT.(-) EXT.( +) INT.( -) 74" 108-1/4" .111' �Z) 4 88.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 4 86.7 75.0 89.7 75.0 80.0 100.0 80.0 100.0 8 89.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 74' 108 -1/4' 111' 38 -3/8' (3) 4 99.7 75.0 68.7 78.0 80.0 87.8 80.0 100.0 4 85.7 75.0 88.7 75.0 80.0 92.9 80.0 100.0 8 89.7 75.0 88.7 75.0 80.0 88.5 80.0 100.0 74' 50-5/8" (4) 4 68.0 66.0 88.7 75.0 88.0 86.0 80.0 100.0 74' 9) 4 47.4 47.4 89.7 75.0 47.4 47.4 80.0 100.0 72" 84" 98' 106' 24" (2) 7 68.7 75.0 69.7 75.0 80.0 100.0 80.0 100.0 9 88.7 75.0 89.7 78.0 80.0 100.0 80.0 100.0 9 86.7 78.0 68.7 75.0 80.0 100.0 80.0 100.0 9 66.7 75.0 88.7 75.0 80.0 100.0 80.0 100.0 72" 84" 98' 108" 38' (3) 7 68.7 75.0 68.7 75.0 80.0 95.7 80.0 100.0 9 69.7 75.0 88.7 78.0 80.0 92.6 80.0 100.0 9 68.7 78.0 68.7 78.0 80.0 80.0 80.0 100.0 9 68.7 78.0 68.7 75.0 80.0 99.6 80.0 100.0 72" 84' 98" 4) 7 68.7 72.9 69.7 75.0 72.9 72.9 80.0 100.0 9 66.7 88.4 88.7 75.0 68.4 88.4 80.0 100.0 9 81.5 61.5 68.7 75.0 61.5 61.5 80.0 100.0 72' �) 7 81.7 51.7 68.7 75.0 51.7 51.7 80.0 100.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMS (1 /4W) 4 (1/218) (1/418) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR( +) LOADS TO 66.7 PSF SEE DETAIL ON SHEET 4. NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Faro 0R. HUYAYOIIN FAR000 ST88 # s M 19857 8 / 16 OCT 1 9 2007 Approved emptying lPlogwh61110 Data L R g 1 Igo i� g4 ciPd4 in 0QQ O7 1 drawing no. W07-80, sheet 3 of 7 sheet 4of 7 ) •. • • • • • • 14PICAL ANCIARS • • SEE ELEV. FOR SPAWN • • • •••• • • • • fR. e • • p• • • • • • • 1BY W000 BUCK • SHEAR CLIPS 2" LONG AT ANCHOR LOCATIONS SEE SHEETS 2 & 3 FOR CAPACITY • • • • • .• TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAI. ANCHORS SEE ELEV. FOR ''•...� 0 MIAMI —DADE COUNTY APPROVED MUWON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/18" X 1" RISER ADHERED TO SILL WITH SILICONE jeXt- 1 /2PEERCLIP REINF. WOWS ONLY) 110 x 3/4" FH 525 2 PER CUP REINF. WOWS. ONLY) REINFORCED SILL INSERT SEE SHEETS 2 & 3 FOR CAPACITY 1l14 N1 MVI� l�ii■ I i�� 52 iTTI■ TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" TAPCONS BY 'ELCO' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 112 SMS OR SELF DRIWNG SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SELF DRIWNG SCREWS INTO DADE COUNTY APPROVED MUWONS (MIN. THK. = .090") (NO SHIM SPACE) ( EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -5/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4° MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SEALANT. WEEPHOLES: W1 = 1° X 1/4" WEEPHOLES AT 5° FROM EACH END Env: 09A. HppUEEMA��YO��UNN ggF7AR000 STRUCTURES CAPL X38 F6mroa B t w�61• OCT 1 9 2007 NOA HIV l 8 drawing no. W07 -80 • • TYPICAL. I : • • SEEN CHpt15 FOR SPACING •• , fi`rm)' \j1 • • • 3iIiiF • ▪ telt • . •ME • • • • • •• • •••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING •••• ,1 BY .WOOD BUCKS �I1O X 1' SMS AT 3' FROM ENDS AND 9' O.C. MAX 3/19' MAX SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH XO LAYOUT OX OPPOSITE I/4' SHIM MAX I X 2 X 1 /13' AWM TUBE ACCESS HOLE WITH PLUG REINFORCED WIG. STILES SEE SHEETS 2 & 3 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH OPTIONAL TO SPRING LATCH SERE X0X LAYOUT 5 c 0 2 1 drawing no. W07 -80 (sheet 5 o 7 • ••• • ••• • •• ••• •• ••• • ••• • ••• • • • ••• •••• • • • • • - .414 .082 1.x80 RAIL 1TEN PART 1 QUANTITY DESCRIPTION MAT6ffiA(. YANP. /80PPI.Q:6/REYABSB r: .r jam- .• I • - 888 • • • • • • • 682 ••• • • • • • • • 11.0 I. • • • • • • Y • 1 FWS -022 1 FRAME HEAD 6083 -75 - i•• 1.875 r• • • • r F • P • 3 I • I • 1.250 2 FWS -026 , FRAME 591. 6083 -TS - Z 0 g I c 0 IZ y 8 n C n 046 �; 44 1 i i t a 1 a 3 FWS -019 1 FRAME JAMB VENT 8093 -TS - �- Li25o � 0 VENT TOP /BOTTOM 4 FWS- 1 FRAME JAMB FIX. 8093 -T5 - • • • •••• -LEAD 5 FWS -025 1/ VENT FIXED RAIL 8083 -TS - • • • • 1280 • FRAME •I 6 FWS -024 1/ VENT VEND NESTING NAIL 8083 -T8 7 FWS -018 2/ VENT TOP AND BOTTOM RAH. 8083.75 - 8 FWS -023 1/ VENT JAMB STILE 8083 -TB 1.785 - •� 9 FWS -029 AS RE00. GLAZING BEAD 8083 -T8 - 10 FWS -0156 1 8' LONG SILL TRACK INSERT 8083 -T5 AT FIXED RAILS ONLY • r 9 • • • 1.383 1.383 • •�� • • • • • • • • 11 - AS REGIS. SHEAR CUP 2' LONG 8063 -T8 AT ANCHOR LOCATION 12 FWS -018 2/ VENT VENT LATCH 8063 -T6 AT 10 -1/2' FROM ENDS 1280 Fl, 1.813 1TA - 2/ VENT TYPE SWEEP LOCK ZAMAK AT 13 -7/8' FROM ENDS 13 14 -8010 t/ LATCH VENT LATCH SPRING ST. STEEL - ■ • • 3.037 425 S ••• • • .� 2250 • • 14 RH -2500 2/ VENT ROLLER HOUSING & GUIDE PLASTIC PLASTIC Mai PLASTICS 17 FW5 -075 AS REOD. BAFFLE NYLON /WI PLASTICS 1.758 • .082 1.250 -.825 JAMB STILE 18 /8 X 1 -1/4' AS RECD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 19 /8 X 3' 2/ VEND FOX RAIL S91 SCREWS (SILL END) CRS P.H. 5MS 20 - AS RECD. GLARING GASKET VINYL - 21 E -205 AS RECD. BULB YYSTRPPINO FLEX PVC 1.785 - 082 1.875 1 22 •23211N0 AS RECD. WOOLPII.E WSTRIPPING - ULTRAFAB OR EQUIV. 25 1/ VENT 8/18• BOX SCREEN OPTIONAL 2.895 FRAME SILL 1.082 �r Qe MEETING .094 - 1.454 - II - 1.180- -I FLAIL 1.540 }I 2.085 - r1 1 1.21I30 8 ,140��jj1 8 111111 1•438 Pi, ', SILL TRACK 2 0 .082 SHEAR CLIP .911 L- -1.440 FIXED MTG. RAIL 1. 000 Finn' EMI' - 790 .780 t2 VENT LATCH 2.789 - .082 - 2.789 .082 - --- 1.25D '' [ANON/ .050 - L- .584 '6� GLAZING - - rL .419 BEAD i i --,- -. h &go DR. HUYAYCUN FAR009 STRUCTURES RA. ``b7 cwN 3638 OCT 1 92007 1.250 Approved as c�plylmgwRh FtsrWu .. .,:. B. :.;:, tiO f10A8 �Yrl1:iT-Z�•L L-1.375 0 FRAME JAMB (FIX) , 379 Q FRAME JAMB (VENT) drawing no. W07 -80 (sheet 6 of 7 •• • • • • 8 •• • • •• 8 • • • • 8 •• •••• • • • ••e••• •••• • a • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • •• • • • • ••. • • • •••• VENT TOP /BOTTOM CORNER FIXED MTO. RAIL CORNER FRAME BOTTOM CORNER E^9ll DR. KURA TATTOOS STRUCTURES RACA.N.PE V3136557 OCT 1 9 2007 approved CIS with the Storala hnne�r Cede 'Date.,, NOA9 ,� rire.Wl:1[• By A,`u Z F 8 c 2 i drawing no. W07 -80 street 7 of 7 Miami Shores Villages �"' 0/ 0 3 2308 k Building Department e� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit No. Master Permit No. PC a. 9,9,( Permit Type: Electrical �jy� Owner's Name (Fee Simple Titleholder) -e h_ ,y1 I f p}'rf (101lane # Owner's Address fay io G) �j'-' 5-1-(e e..-I-• City Mittel/1i Shores State Zip 33138 Tenant/Lessee Name Phone # E -MAIL: Job Address (where the work is being done) &.) e ° ,S+reCA City Miami Shores Village County Miami -Dade Zip 33138 FOLIO / PARCEL # 1 (— 3aoS• aD 1 O'-1io Is Building Historically Designated YES NO t/ Contractor's Company Name Et T2lc r c i .14. S7 issL . C.. Contractor's Address Phone # 3IZ –Va3 ,aopfs City 42/AL/ State r"L Zip 3_4/ yr Qualifier Name 0 6 vALr 0 12.0 oitt a z Phone # - cfc'z -a. -3 O5 State Certificate or Registration o. lid 0 0 Certificate of Competency No. g 9-e ofXdo,3 E -MAIL: (j SS (C� to e"-' ,',et 4-e AM' r e C° Architect /Engineer's Name (if applicable) Phone # 3°67— �r�+ Q ---6S'% 3 Value of Work For this Permit $ 11 Sob Square / Linear Footage Of Work: Type of Work: [Addition Etkiteration ['New ❑ Repair/Replace 1=1 Demolition Describe Work: 1 V4,r i o ( r-e n O V/ P, -h O 'i Curl a- L cLC 41 o r\ r******** r******* wwwwwwwwwwww wwwwww**Feeswwwwwww**w, w wwwwwwwwwwwwwwnw wwww****wwwww*** Submittal Fee $ Permit Fee $ 2 g6 >me Notary $ Training /Education Fee Scanning $ $ I - x Bond $ cem ent $ •)11131e Fee $ p - Total Fee Now Due $ CCF $ 4-0,0 CO /CC Technology Fee $ Zoning $ Structural Review. $ MI,M I S;-i0PIES VILLAGE Reverse side -a 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 Y -OUR 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 at4b day of , 20 IR, by c P1-0—r) fl")a.lr Inch who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: OTARY PUBLIC -STATE OF FLORIDA ,, " " "/j4 Carmin Tillit Commission #DD568163 1. Expires: JUNE 26, 2010 Sign. Print: �, MANTIC BONDING CO., BM VI Y:I; 1 C.A►'in yin I L-1/1.4— My Commission Expires: .xxW,CWWWWXxxxxxx * x xx W xx xx x x xxx x x x xx x xx APPLICATION APPROVED BY: (Revised 02/08/06) Signature --� Contractor The foregoing instrument was acknowledged before me this /1 day of / , 20, , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUB IC: N gielY "th - `6iA E arieta Reyes Vazquez issioa 9 DD5514 Sign: Print: F My Commission Expires: xrxxxxxxxxxxxxx xxxxxxxxxxxrxxrxxxwxx xXx xx XXXxxxx xx x** Xx W xxxxxW x w cx Plans Examiner Engineer Zoning Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305). 762.4949 BUILDING PERMIT APPLICATION FBC 20 NOV hr-73r*ITCW`E. 2 5 2009 jb BY: t_J Permit No. ' — jq 23 Master Permit No. C, ' 161.24 Permit Type: ELECTRICAL Owner's Name (Fee Simple Titleholder) ,1--ei feN rS rt0 Phone # Owner's Address `2-1/4 o--- City PM CAN SitOrR.S. State • Zip S Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Village County Zip °aawal. FOLIO / PARCEL # Phone #':> 2`f°l w- W .e- rCtc4, 1 1 v20 szpoop 41 0 Is Building Historically Designated YES NO Contractor's Company Name 6i. Contractor's Address City Flood Zone eel 6'Ma Phone # c=' '' SS State F--e. Qualifier Name 676,. , State Certificate or Regis Contact Phone ,4O Architect/Enginee Value of Wor Type of Wor Describe W Zip Phone # c-5 Certificate of Competency No. -mail 141•x! s "-w Jd /.1hich o, r � pplicable) Phone # mit $ ition ❑Alteration Square / Linear Footage Of Work: ['New ❑ Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * ** * * * * ** * * * * * * * ** Fees************* * * * * * * * ** * * * * * * * * * * * * * ** * * * * * ** Submittal Fee $ Permit Fee $ J,/ e0G) CCF $ Notary $ Training/Education Fee $ Scanning $1.00 • Radon $ Double Fee $ Structural Review. $ DPBR $ Violation date: CO /CC $ Technology Fee $ Bond $ Total Fee Now Due $ M.00YEC 03 r3 See Reverse side a 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 MR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work willbe 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 nob oa,rove, a re- inspection fee will be charged. 4' d caner or Agent Signature The foregoing instrument was acknowledged before me this day of 10/1(04 241_, by who is personally known to me or who h roduced As identification • who did take an oath. NOTARY PUBLIC: Sign: Print: My Co Notary Public State of Florida P1be Ord osa �+ �a My Commission D0758364 of op, Expires 02/07/2012 * * * * * * * * * * * * * * * * * ** APPROVED BY /// * * * ** Signature Cod actor The foregoing ins ment was acknowledged befo e me this day of , 20 7, by who is . ally known to me or who has produced entification and who did take oath. NOTARY Sign: Print: My Commission ' ariela Reyes Vatgle. Co m:sfion # DCW1465 ne ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 4Plans Examiner Zoning Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Clerk checked Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 150203 Permit Number: EL -11 -08 -1925 Inspection Date: August 19, 2010 Inspector: Devaney, Michael Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ELECTRICAL MASTERS INC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Phone: 305 - 265 -7996 Building Department Comments INTERIOR RENOVATION AND ADDITION Passed Inspector Comments CREATED AS REINSPECTION FOR INSP- 99140. Need access to jacuzi motor. ' . -7 / a, /K)2 1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until August 19, 2010 For Inspections please call: (305)762 -4949 Page 1 of 1 111131 °a Ur'1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit No. 1 NOV 0 3 2009 {��oe aav000m mom. Master Permit No. gt - OSAe%12,1 Permit Type: BUILDING n OOFINr Owner's Name (Fee Simple Titleholder) -1---ep1n-e, (\ 0"101(1 110 Phone # Owner's Address 12,4°i N1✓ CIS Si(€ C-T City VIN C.4(Yv Sf State Zip 3' 3B Tenant/Lessee Name Phone # Email Job Address (where the work is being done) MLR NE oi- s- steep' City Miami Shores Village County Miami -Dade Zip latj FOLIO / PARCEL # 11- 2ZC.S- c c -CDLl� Is Building Historically Designated YES NO Contractor's Company Name -) -Sf"4C0._ () C Contractor's Address i'91 C.Q L t '4(r) City SUf C\L..4 State Phone # Ae i 2_12 Flood Zone Qualifier Name 1-1cs 1® - 0(y\ i Cfl o Zip , 33 l (ac, Phone # 34==:%106 State Certificate or Registration No. C Q 2- IC=. 2. Certificate of Competency No. 'Contact Phone`°15 E -mail 1'Y1.0 ricD@ rl.VS :t om c�rY� Architect/Engineer's Name (if applicable) MARI0 R VM 1 N O pp g (• Pp � ) � Phone �z0Od't-�` Value of Work For this Pe Type of Work: Describe Work: 2,o0. 3iot4O Square / Linear Footage Of Work: 4IPr . Alteration ❑New ❑ Repair/Replace ❑ Demolition Ti vE 4-fQg.12 -OAJT — /54#111 m.)41 JAJ FA-CA-AE. 3 'I( W ► 3, If _A I rya s6 ■!Ifs !- ** * * * *** * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Notar Scanning $ Radon $ Double Fee $ Permit Fee $ Training/Education Fee $ Structural Review. $ CCF $ DPBR $ Violation date: CO /CC $ Technology Fee $ Bond $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) N/P Bonding Company's Address 1414" 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 mencement must be posted at the job site for the first inspection which occurs seve ' ays after the building permit is issued /In the e o y, ch posted notice, the inspection will not be approved a - inspection fee will be charged.. AGM Signature er o : ent Signature The foregoing instrument was acknowledged before me this A day of �r , 2t , by who is personally known to me or As iden NOTARY PUBLIC: as produced d who did take an oath. jr _ unor.r.kei� Print: 'ICI% i ", ?1 hrgtat VW. My.CoIs n( s o. x', Contractor The foregoing instrument was acknowledged before me this day of CC( , 2009, ,by who is personally known to me or -who has , odu ed as identification and ho ' d take an oath. NOTARY PUBLIC: APPROVED BY Xi6'4•vs'. Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked Apr 03 2009 12:23PM NuSpace DB July 20,2008 305 945 3929 p.1 RE AGENT LETTER The purpose of this letter is to inform you that t t.phen Maim have authorise Mario Ruseiano to act vs my agent in meters penaining to obtaining a construction permit on my residence located at 1x491 M.E. 97' Street, Mmini Shores, Florida. • STATE OF FLORIDA COUNTY OF , ag. $wont to (or affirmed) ed) and subscribed before me t - day of "- , 20_411, by (name of person making statement). 1111111111111111111111 1111111111 11111 0111111 Retum to: CFN 2OO5F0)34599O OR Bit 2324E Ps 0198 (1 e) RECORDED 04/07/2005 1010:34 DEED DOC TAX 4449.00 HARVEY RUV!N, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE Instrument Prepared By: CHRISTOPHER P. KELLEY, Esquire 11098 Biscayne Boulevard, Suite 205 Miami, Florida 33161 Folio No. 11- 3205 - 009 -0410 WARRANTY DEED THIS INDENTURE, Made this 34 ° day of March, 2005, Between JOHN RANIVAND, a single man, GRANTOR, and STEPHEN A. MARINO, JR., a single man, whose post office address is 1249 N.E. 97 Street, Miami Shores. FL 33138, GRANTEE, WITNESSETH, That said GRANTOR, for and in consideration of the sum of Ten and 00 /100 Dollars, and other good and 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, Tying and being in MIAMI -DADE County, Florida to -wit: Lot 15, and the West 'A of Lot 16, in Block 3, of EARLETON SHORES, according to the Plat thereof, as recorded in Plat Book 43, at Page 80, of the Public Records of Miami -Dade County, Florida SUBJECT TO: Applicable zoning and/or restrictions and prohibitions imposed by govemmental authority; Conditions, Restrictions limitations, reservations, easements, and other matters appearing on records, if any; Utility easements of record, taxes for the year 2005 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. and delivered in our presence: Print Ft (ruAale,o(Q.le 1 L 333oy STATE OF FLORIDA COUNTY OF /q, - 4 de, ) HEREBY CERTIFY that on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to tike acknowledgments, personally appeared JOHN RANIVAND, who produced P4 F4- GM as identification, and who executed the foregoing instrument and acknowledged before me that he executed the same. WITNESS my hand and official seal in the County and State last aforesaid this 3� 4day of Act.-0( , 2005. My commission expires: __1_0\nA !11_ -AAA N • ARY PUBLIC, State of FL • RI r at Large ,r c " "'ropharP Wei �' bhcron Do284e211 a►' Expo M 21 /'fir\ IJLI1AnP_nn A 1_'AAn — A _r A Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 07, 2009 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: Footing Work Classification: Addition Phone Number 305- 812 -0629 Parcel Number 1132050090410 Building Department Comments Inspector Comments Passed 0/(1112)74.1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 06, 2009 Page 13 of 21 GEOTECHNICAL ENVIRONMENTAL , HYDROGEOLOGY ASBESTOS ,�il�".7%fark� r - --z -- minim vonut tasati�� J siolz,su DYNATECH ENGINEERING CORP. Miami, April 1, 2009 Mr. Mario Rumiano NUSPACE, INC. 17100 Collins Avenue, Suite # 212 Sunny Isles, FL. 33160 Re: Addition @ 1249 NE 97th Street North Miami, FL. Dear Mr. Rumiano: TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING As per your request and authorization, a representative of DYNATECH ENGINEERING CORP. inspected the soils at the above reference property. It is our professional opinion that the existing soil inspected is suitable for support of the proposed construction and that the bearing capacity of the soils found meet or exceed 2000 PSF. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, Wis Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspection No. 757 WN /sk 750 West 84 Street, Hialeah, FL 33014 -3618 o Phone (305) 828 -7499 ° Fax (305) 828 -9598 DYNATECH DATE: CLIENT: PROCTOR COMPACTION TEST April 1, 2009 NUSPACE, INC. ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 PROJECT: Addition @ ADDRESS: 1249 NE 97th Street, Miami Shores, FL. CONTRACTOR: Nuspace, Inc. MATERIAL DESCRIPTION: Tan sand w /rock fragments SAMPLED BY: RN TESTED BY: RN TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE 4.9 7.8 11.4 DRY DENSITY 103.9 109.8 107.4 Optimum Moisture 8.2 Percent 100% Maximum Dry Density 110.2 % Passing 3/4" Sieve 88 Sampled By: RN Tested By: RN Checked By: RN lbs. /cu.ft. Percent As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 110 108 106 104 102 4 6 8 10 12 MOISTURE Respectively submitted, Sam 14 Wis •' Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: April 1, 2009 CLIENT: NUSPACE, INC. PROJECT: Addition @ ADDRESS: 1249 NE 97th Street, Miami Shores, FL. CONTRACTOR: Nuspace, Inc. Test No. 1 Location: West side footer Test No. 2 Location: East side footer Test No. 3 Location: Center footer Test No. 4 Location: North side footer Test No. 5 Location: South side footer Description of Material: Tan sand w /rock fragments TEST NO. 1 2 3 4 5 DEPTH 12" 12" 12" 12" 12" FIELD DENSITY 108.2 108.6 108.1 109.1 109.3 MOISTURE CONTENT % 6.7 6.9 7.3 7.1 _ 6.5 MAX. DENSITY IN THE FIELD % 98.1 98.5 98.0 99.0 99.1 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 110.2 110.2 110.2 110.2 110.2 OPTIMUM MOISTURE ( %) P P P P P ' Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Sampled By: RN Tested By: RN Checked By: RN Respectfully, submitted, (Sc moo., - issam Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. ff +rex� �9t�t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 2204 Fax: (305)756 -8972 Scheduled Inspection Date: April 21, 2009 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Building Department Comments Permit Type: Residential Construction Inspection Type: Slab Work Classification: Addition Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Passed Rid Failed �S Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. nspector Comments CREATED AS REINSPECTION FOR INSP- 99077. etea April 20, 2009 Page 12 of 20 DYNATECH DATE: CLIENT: PROJECT: PROCTOR COMPACTION TEST 4 -16 -09 NUSPACE, INC. Addition @ ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 ADDRESS: 1249 NE 97th Street, Miami Shores, FL. CONTRACTOR: Nuspace, Inc. MATERIAL DESCRIPTION: Gray sand w /rock SAMPLED BY: JA TESTED BY: JA TEST RESULTS Sample Number 1 The following compaction test was conducted in accordance with the Standard Methods for Moisture Density Relations of soil using a 10 lb. Hammer and an 18" drop AASHTO designation T- 180 -C. % MOISTURE DRY DENSITY 4.1 6.8 12.0 104.7 108.5 106.6 Optimum Moisture 8.7 Percent 100% Maximum Dry Density 109.6 lbs. /cu.ft. % Passing 3/4" Sieve 94 Percent Sampled By: IA Tested By: JA Checked By: IA As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for use, publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. 111 109 107 105 103 101 4 6 8 10 12 14 % MOISTURE Respectively submitted, Wissam aamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 D R Y D E N S I T Y DYNATECH ENGINEERING CORP. 750 WEST 84TH STREET HIALEAH, FLORIDA 33014 (305) 828 -7499 FIELD DENSITY TEST OF COMPACTED SOILS DATE: 4 -16 -09 CLIENT: NUSPACE, INC. PROJECT: Addition @ ADDRESS: 1249 NE 97th Street, Miami Shores, FL. CONTRACTOR: Nuspace, Inc. Test No. 1 Location: East side of east pad underslab Test No. 2 Location: West side of east pad underslab Test No. 3 Location: North side of west pad underslab Test No. 4 Location: South side of west pad underslab Test No. Location: Description of Material: Gray sand w /rock TEST NO. 1 2 3 4 DEPTH 12" 12" 12" 12" FIELD DENSITY 108,1 107.1 109.1 108.3 MOISTURE CONTENT % 9.5 10.3 8.7 9.0 MAX. DENSITY IN THE FIELD % 98.6 98.2 99.5 98.8 COMPACTION REQUIREMENTS BY SPECS. % OF MAXIMUM DENSITY 98% 98% 98% 98% 100% MAXIMUM DENSITY (LAB) 109.6 109.6 109.6 109.6 OPTIMUM MOISTURE ( %) P P P P P Proctor T -180 A.A.S.T.O. METHOD C REMARKS: ALL ABOVE TEST RESULTS COMPLY WITH SPECIFICATIONS Re lly,,sugqbmitted, Sampled By: JA Tested By: JA Checked By: JA_ Wissam l+(aamani; P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 *A density test determines the degree of compaction of the tested layer of material only. In no way shall a density test replace a soil bearing capacity determination. As a mutual protection to the clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statement conclusions or extracts from or regarding our reports is reserved pending on our written approval. 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213 / Miami Florida 33165 -0213 Tel. (305)552 -0141 / 1 -800 782 -9284 FAX (305) 227 -1797 WEB PAGE: www.al- flex.com / E -Mail: al- flex @bellsouth.net Project Name: NEW CONSTRUCTION Lot 0 Block 0 Model: Partial Treatment Notice Property Address:1249 NE 97 ST MIAMI Service order by: NEW SPICES DESIGN 17100 COLLINS AVE # 212 SUNNY ILSE BEACH, FL. 33160- Permit #: FL Date: 3/27/2009 Time: 1:00 PM Applicator: CASIMIRO Product Used: PROBUILD T.C. Chemical Used: CYPERMETHRIN (active ingredient) Number of Gallons applied : 40 Percent Concentration: 0.25 Area Treated : Sq. Feet Tamp: Y Linear feet Treated : 100 Stage of Treatment : Verticla (Footing Only) This is not valid without a company seal 1. The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract, Al -Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only. The perimeter of the above structure must be treated at final grad accordance with pesticide label and Florida Statue. Warranty and treatment certification will be issued upon completion of final treatment. This form should not be accepted as proof of complete treatment for Certificate of Occupancy or Closing. NOTICE TO BUILDER: It is the responsibility of the builder to notify AL -Flex Exterminators should treatment be required for patios, driveways and entryways. Al -Flex Exterminators must be notified at final grade of structure so final treatment can be completed warranty issued, and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY ac-n- et-192% Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 136405 Permit Number: PL -11 -08 -1924 Scheduled Inspection Date: March 01, 2010 Inspector: Hernandez, Rafael Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SLAZAR CONSTRUCTION INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Phone: (365)412 -6355 Building Department Comments INTERIOR RENOVATION AND ADDITION Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 99132. 3///rev February 26, 2010 For Inspections please call: (305)762 -4949 Page 10 of 19 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:, 305) 795 2204 F'ax° (3.45,)56.8972 Al RECENED 2 009 BUILDING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING • �-eP�� ,�,� JaPhone # Owner's Name (Fee Simple Titleholder) k Owner's Address 12A-°t N.E. °I % St" Permit No. ?Um m I i• 016 1°124, aster Permit No. RC ' I l -O U' teat City f omi Shp s . State koc2--kdok .. Zip X313 Tenant/Lessee Name ! Phone # Email Job Address (where the work is being done) la-4c\ IJ E cl;. k City Miami iShores Village County Miami -Dade Zip 1 FOLIO / PARCEL # , - ` D_CS - - 04 ,® Is Building Historically Designated YES ' NO • " Flood Zone C Contractor's Company Name 3`��Q � � ,it. .Phone # 3O 4 k rO 855 5 Contractor's Address k•CY ak ' 3S C LD City. en t ko`r1 State T. Qualifier Name C- State Certificate or Registration No. Cie 1411101S Contact Phone 205- 4 12 635S E -mail Zip Phone # 3 s s Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # • Val ,e of Work For this Permit $ Square / Linear Footage Type of `fork: Addition DAlteration ❑New Describe ff Work: 0 Repair/Replace ® Demolition ******** ** * **** **** * * * * * * ****** * *** * ** Fees *** * * * ** ** * * * ** * * * * * * * * ** * * * * * * * * * * * * *** * Submittal Fee $ Permit Fee $ CCF $ CO /CC Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ • Double Fee $ Notary $ Scanning $ Bond $ Structural Review. $ ' Total Fee Now Due $ See Reverse side —3 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) .,Mbrtgage Lender's Address City w . 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 inspec on which occurs seven (7) days after the building permit is issued. ' In t ' • • sence of six • osted notice, the inspection will • o . e ap • a reacts • ction fee will be charged. Signature Owner or Agent. The fore_ • ing instrument acknowledged before.me thisPCJ day of __Peak 20 0 , by , 4 b n,t , who is personally known to me or who has produced As identificatioimadntgelirfAMONERRIDA Carmin Tillit :Commission #DD568163 �„�..•' Expires: JUNE 26, 2010 BO ��IDTHRIIATLANTICBONDINGCO.,INC. h rl� c l .� My Commission Expires: *o to mama DIINVILV MI aacoma .r :, zdxa .. Iss tuinop.: . 1I1ILL ulurat3 • °' MIM 30 a,Lv,LS- oI7Slid I',LON Signature Con The foregoing instrument was acknowledged before me this day of 6 , 20 M, by € f -- who is personally known to me or who has produced as identification and who did take an oath. NOTA PU 3 LE APPLICATION APPROVED BY Plans Examiner Engineer • (Revised 07/10/07) Zoning Clerk checked . Miami Shores Village Building Department ge of Contractor /Architect Permit No 1' L• t k" oS • 4°12`1 Owner's Name (Fee Simple Titleholder) Owner's Address 12.44 /I ( r City rVlt dyflA, SicltoreJs State c , Phone # hone# zip 3313 Job Address (of where the work is being done) 12. Adel 0 6 j 7 3f- lint 44%04 S HvYeJS 3313 Contractor's Company Name N C tic ?tomb, r1'1b, hone # 30 • S 3 'c318Q Contractor's Address 10i-(S 13'-t City 3O (-L- % Y� � ,� State Qualifier l CO Laii. t.11,a kj e2_ Architect/Engineer of records name Address City Describe Work: State Zip I hereby certify that the work has been abandoned and/or the co actor/ unwilling to co j ; • _ con a t. I hold the Building Offici harmless fro ,�i leg . invo ent. Signature r Agent The fore :. mg instrument was acknowledged before me this 'q day of k4 (CJ ,200 By PvtA124o l-t% rvvt,6 who is personally kno to me who has uced as identification and who did take an oath. or AI•�� Print: ' � w My Commission Expires: NOTARY P NOTAUB ��,,OoRIDA ' nITillit 1, Commission #DD568163 Expires: JUNE 26, 2010 BONDED THRU ATLANTIC BONDING Ca, INC. Chg4 /18/08 • is unable or 'ami Shores The foreg • ing instrument was before acknowledged ' before me this day of A t C.�• , 20 I1 By 1614842-0) gthr t.oW. 3 who is personally known to me or who has o ucec as identification and who did take an oath. OT•' ' 'UB II �/r1 j>> _�.�� Si 1 .� �. �- -._ Print: CA 4'' My Comm m i rH ,t* Carmin Tillit ,C mmissionn # DD568163 Expires: JUNE 26, 2010 nag 11111 aATLANTICaONDnvaC4., M design +bui d huidiam April 7, 2009 N.C.H. Plumbing, Inc. 1045 NW 134th St. North Miami, FL 33168 RE: Marino Residence Master Permit# RC -11 -08 -1921 Sub Permit# PL -11 -08 -1924 To whom it may concern, P is Please be advised that we will be processing a change of contractor with the Village . of Miami Shores for the above mentioned property. If you should have any questions, please don't hesitate to contact us at 305 -945 -3919. Sincerely, Mario Rumiano NuSpace, Inc. 17100 Collins Avenue Suite 212 01 Sunny Isles Beach n Florida 33160 ph: 305 945 3919 f fax: 305 945 3929 www.nuspacedb.com SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY • 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 mailplece, or on the front if space permits. 1. Article Addressed to: NC�k :Piumbit<ixt, loqs Nun 134441 l‘Ax411 Yrltaamt 3303 2. Article Number (Transfer from service label) PS Form 3811, February 2004 . Received by (Printer Name) D. Is delivery address different from item 1? Cl Y == If YES, enter delivery address below: D No 3. Service fl Mall 0 ExprethOpil Don Registered m Receipt for Merchandise 0 Insured Mall 0 C.O.D. 4. Restricted Delivery? Pita Fee) 0 Yes 7007 2680 0002 2741 6239 Domestic Return Receipt '41 6E U.S. Postal Service,. CERT,jIFIED MA TM RFCEIPT (Domestic Mali Only: No Insuranc Covers. e Provided) For delivery information visit our website at www.usps.comoRIPPIr Postage Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees Sent T crto &9L) $ Here Sleet, Apt No4 If(U- " "-� o r PO B o x N o 10 y 5 �. � State, -- } - - -�. R PS Con 3806Y midi? Y12'006 us 3y`4" St- Re' tr , See iierse'�'for Instructions 102595-02 -M -1540 BUILDING PERMIT A FBC 2004 Permit Type: P Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PLICATION umbing ILECEE EMT la Nov 0 3 zoo8 BY: Permit No. Master Permit No. PI Owner's Name (Fee imple Titleholder) 5-k (L.e.4y1 max' t O l&ihone # Owner's Address o� N c G 41�-�- city in 1 aryl t S14-9 (-elate Zip 33)38 Tenant/Lessee Name E-MAIL: Phone # Job Address (where t City Miami FOLIO / PARCEL # e work is being done) Shores Village /L) € q74-4) County Miami -Dade Zip 3.3 138 11- 32 -0S-- ooq - 04)0 Is Building Historically Designated YES NO ✓— Contractor's Company Name /V (2,14 ?)U ni bin 5 T t= Phone # Contractor's Address 1 0 45 N w 13,1441 city N . (a'1 i £.m 1 State {� Zi p 33 / GS Qualifier Name Gh ci,ye. Z._ Phone # State Certificate or R gistration No. Certificate of Competency No. E -MAIL: Architect/Engineer's Name (if applicable) Phone # 305--883- 3100 Value of Work For t Type of Work: Describe Work: his Permit $ (4)00r Square / Linear Footage Of Work: Addition Alteration DNew ln.1 -Grro( remo vo. -ho►� �] Repair /Replace ❑ Demolition DcAr4. a.et ik t.+7 0 n Submittal Fee $_ Notary $ Scanning $ Bond $ Structural Review. oYxx'xxxx rY*** **dr4cieet*xoYa:9r*********** **** 3r+ Yx �irx+ YOY****'** ******xoY****s4xnYd:xxxxx****xx Fees' Permit Fee $ 2 CCF $ a 40 CO /CC Training /Education Fee $ 0 'SO Technology Fee $. 5 Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ 2&p�5s' Total Fee Now Due $ See Reverse side -4 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant roust 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 'f 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 ex aD day of , 20 0 ', by S who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC-STATE OF FLORIDA Carrnin Tillit ' ommission #DD568163 "� a' pites: JUNE 26, 2010 AILANTICEICKDINGCNIK Signat The foregoing instrument day of ntractor as acknowledged before me this 9139 ,20O Si, by IUiC 1OJ Ck VVPJz who is personally known to me or who has produced as identr 1 r erty pAdi ,F loe an oath. TE A NOTARY PUBLI - ,'. Carmin Tillit mmission #DD568163 Fires: JUNE 26 2010 '�TI4NTICBONDINGc0, ic. NOTARY PUBLIC: Sign: Print: Mryn l T(-- My Commission Expires: t,Ztol j0 w******* **************************** wwww** *** .**************************** , if /ow- My Commission Expires: APPLICATION APPROVED B (Revised 02/08/06) gi=tp l 1 *** xxx*** **f:xxx, Plans Examiner Engineer Zoning Air -Q, Inc. 9010 S.W. 32nd Street Miami, FL 33165 Name / Address Nu Space Design Build Jorge Ortigosa & Mario Rumiano 17100 Collins Avenue Suite# 212 Sunny Isles Beach, Fl. 33160 Estimate Date Estimate # 11/5/2008 155 Ship To Marino Residence Renovation 1249 N.E. 97th Street Miami Shores, Fl. 33138 -2559 Phone # Fax # E -mail Project Marino Residence R... Description Qty Cost Total 1.5 Tons Air Handler Carrier (Payne). Model# 24ABA318A003 1 525.00 525.00 Air Handling Unit Installation 1 450.00 450.00 Air Handler Units Stands 1 55.00 55.00 Safety T Switch, SDSS3 1 25.00 25.00 Digital Non - Programmable Thermostat 1 45.00 45.00 Refrigerant Lines Installation, 5/8" INSULATED SUCTION, 3/8" 1 550.00 550.00 LIQUID 1.5 Tons Condensing Unit Carrier (Payne). Model# FY4AF018000 1 1,475.00 1,475.00 External Condensing Unit Installation 1 350.00 350.00 Concrete Pad 36 "x36 "x4" 1 55.00 55.00 Installation of Air Ducts and Supply Plenum, OUTLETS 4 250.00 1,000.00 Installation of RETURN Air Ducts 1 450.00 450.00 Bathroom Exhaust Fan, 50 cfm, WITH BACK DRAFT DAMPER 2 95.00 190.00 Installation of Exhaust Fan WITH 4" METAL DUCT WORK UP 2 250.00 500.00 TO ROOF Relocation of Extemal Condensing Unit 1 175.00 175.00 Miami -Dade County Sales Tax 7.00% 0.00 Thank you for your business. Total $5,845.00 Phone # Fax # E -mail 786 -486 -7810 786 - 363 -8810 airginc @yahoo.com Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 144593 Permit Number: MC -11 -08 -1926 Scheduled Inspection Date: June 01, 2010 Inspector: Perez, JanPierre Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Project: <NONE> Contractor: AIR Q INC Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number 305 - 812 -0629 Parcel Number 1132050090410 Phone: (786)486 -7810 Building Department Comments INTERIOR RENOVATION AND ADDITION 62,9 /l m Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 28, 2010 For Inspections please call: (305)762 -4949 Page 21 of 22 BUILDIN PENT A FBC 004 Permit Type: Owner's Name (Fee Owner's Address City I/11 r,wLA Tenant/l,essee Name E- MAID.: Miami Shores Village Building Department 1005, N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PLICATION echanical �1 imple Titleholder) ST' fte-40 MAP() 0 Phone # Permit No. Master Permit No. brEVMEWIE ia Nov o 3 2008 j. BY: S hO Y€ State Zip -3313S Phone # Job Address (where the work is being done) City Miami Shores Village FOLIO'' PARCEL # Is Buildng Historically Designated ContracItor's Compan ContractOr's Address City V4--Z.- 644t. Qualifier Name State Certificate or Re E -MAI : A rch i te t/Engineer's County 11- 3205- YES Name 6.1.1 - ( ;-i VJ C • JU E g s+r.- Miami -Dade Zip 009 QL4t0 33138 NO 40 10 S u i? S'L. State k • Phone # 1$6 -4jt -1-2(D Zip .3 (6S Phone# ' N A -Lt 2.6 - -2t D istration No. Certificate of Competency No. D6 14 0 Q B B S S ame (if applicable) Phone # Value o Work For this Permit $ (o, Do- Square / Linear Footage Of Work: Type of Work: Addition) Iteration ['New Describ Work: r a va ) l'3 n ❑ Repair /Replace ❑ Demolition a, oLcl�.t -4-7 o ( xxxxxxxzxxx4cxxxxxxxx xxxxaYxxx*xxxa:xxxxxx Fees'rx xx *xxxx**xxx'xxx't***xxx°44exxxxx* veD 1. SubmittzI Fee $ Notary Scanning $ ?'OQ Bond $ Structural Review. $ Permit Fee $ Training /Education Fee $ Radon $ Code Enforcement $ CCF$ Technology Fee $ DPBR $ Double Fee $ co /cc 5 (00 Zoning $ Total Fee Now Due $ Q 5 9O 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. l 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 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 `Owher or Agent The foregoing instrument was acknowledged before me this t.)15 day of Signature Contractor The foregoing instrument was acknowledged before me this (a ,20bg,by ez)C;0,-0 !4 orusnD, , 2008, by he,f1 (n an n4 day of who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC STATE OF FLORIDA " " %, Carnun Tillit Commission #D0568163 ,' ires: JUNE 26 201 Sign: , ";°": Exp C BONDING C0 Ana Print: NOTARY PUBLIC: 'rent u My Commission Expires: (:) t2.40 (i 0 who is personally known to me or who has produced x*****xzx*** xx x xx*****xxx x•x xx *lc* x xx vex,: xxx x x WW x x x x x x x x xx APPLICATION APPROVED BY: (Revised'02 /08/06) as identificaimMeakkeoriegiDA NOTARY PUBLIC: �r ° "'' '''••,n Tillie rC .111 sion #DD568163 ,,•r : "pins: NNE 26, 2010 ATLANTIC BONDING MAC. Sign: Print: O/_ : 41 C1vrni,n 111;i4— My Commission Expires: 6)'240 J)o xxxrxxxxxo:xx xxxxxxx *rxxx'x'xdeaYxx k'xx.**'x'xxxxxx aYa' **** 1 1 1)0 Plans Examiner Engineer Zoning Owners Address City l R N 1 S 1A10: is State fly Zip 23 Tenant/Lessee Name Phone # Phone # BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. Kf 0R-10 PERMIT APPLICATION FBC 2004 Permit Type (circle: Building �- ` n� f�. G Owner's Name (Fee Simple Titleholder) e 14 C J E�' f 1 i I.✓ 0 .u. �' (.. 12 401 In r3o 2009 BY: 1( Master Permit No. 124, D — �l ci4 Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Xt i20 County Miami -Dade Zip Contractor's Company' Name Tsi Contractor's Address \-2S-V2--N Phone # -2.>\5•-• . City \--k\ State Qualifier Name State Certificate or Regi tration No. ��Z� -- �CN561 Certificate of Competency No. Zip Phone # Architect/Engineer's N me (if applicable) Phone # Value of Work For thi.$ Permit $ RiAvZS::1•`Z)V) Type of Work: Addition ❑Alteration Describe Work: Li /' Alt Square / Linear Footage Of Work: \-2, ❑New ❑ Repair/Replace ❑ Demolition * * * * * ** : *** * * ** * * * ** x******** * * *** **Feeess:x *� *** *** * ** * *�x�x:x� * ** * * ** * ** *** ** * * *�x�x�x�x� * ** Submittal Fee $ Permit Fee $ a7J — Notary $ Training/Education Fee $ 8. 00 Scanning $ - (n Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ a M; ' (7 See Reverse side --> CCF $ 3 i� C Technology Fee $ (0. 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 properly 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: NOTARY PUBLIC -STATE OF FLORIDA e "' Elba I. Pouso t Cammission #DD803602 ,)` ,. i Expires: OCT. 04, 2012 Print: BONDED THRU ATLANTIC BONDING CO., In My Commission Expires: Signature Contractor 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: NOTARY PUBLIC -STATE OF FLORIDA Elisa I. Pouso Sign: ,, = Commission #DD803602 Expires: OCT. 04, 2012 Print: BONDED THRU ATLANTIC BONDINGCO.,INC. My Commission Expires: * * * * **********+x******** *** ******* **************** *** ************ **:x**•xa * ** ************* ::x***** * *.x*********** APPLICATION APPROVED BY: (Revised 07/10/07) Plans Examiner Engineer Zoning 2 Ca SECTION R4402.13 •••••HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS.1a10TIFIc4'I'1bN • . . • • FOR ROOFING CONSIDERATIONS •••••• ...... • R4402,13.1 Scope. As it pertains to the section, it is the responsibility of roofing contract !ro provideorhto vner with the required roofing permit, and to explain to the owner the content of the section. Tile' �ovisions 15f Section 4402 govern the minimum requirements and standards of the industry for roofing syst•riri�stallatiorrs'. • dditionally, the following items should be addressed as part of the agreementbetweertir, ow e• ner ant • ntractor. The owner's initial in the designated space indicates•that the item has been Cxplaine. • 2. •••• ••.. • • .. • • Aesthetics - Workmanship: the workmanship provisions of SectioR�4482 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 betwee the owner and the contractor. • • • 000000 • • ...... • • 00000 • 00000 ...... • 000000 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the curt;erit 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 74- 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. 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. IC 5. ! Ponding water: The current roo drain well and may cause water to pond (' Ponding can be an indication of sta F t professional structural engineer. of the new roofing system. Pond system is removed. Ponding condi Ni() 6. C 7. and /or deck of the building may not in low -lying areas of the roof. may require the review of a life expectancy and performance evident until the original roofing Overflow scuppers (wa the roof is not overloaded from a buil extension may block this discharge if ov rrequired that rainwater flow off so that Perimeter /edge wall or other roof ow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure 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. Date Contractor Signature Date ROOF ASSEMBUES AND ROOFTOP STRUCYURES Master Permit No. e o ^ i_ Contractor's Name !% PA/ I (2,0 t I (% ?_0 Job Address n-14% ti 6 $t t\ ROOF CATEGORY C9' Low Slope ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General information) Process No. • • • • • •• • •••••. • •••••. •••. • • •••• ••••.• • • •• •• •••••• • • • • . • • • •• • • •• •▪ ••••: • • • • • ••• • •••• •• • • • • • •• • • ••.• •. . • • • • • •• • • •••• • ••.. 000000 •• • •••.•. • • •..•.• • l• ••••• • • ••.•• •••.•• • • •..•.. CoitAavctiolv i c- ❑ Asphaltic Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE •••• ❑ Mortar /Adhesive Set Tile ❑ Wood Shingles/Shakes ® New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) 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, clearly identify dimensions of elevated pressure zones and location of parapets. Total (SF) [ No Subject ] - Yahoo! Mail Page 1 of 3 ••. • • . •• • • • • • MAIL •••••. Classic • • •••• • [NQ•Subject] ••• .. • • • • • • From: • "Roberto F; rondez" <envirotech2007 @yahoo.com> • • • •_ • • •••• • „ • ••••• • • • ••.••• •• • • • • • • • • • • • •• ••••• • • •• • •• Thursday, January 29, 2009 12:49 PM • • • • • •• • •••••• • •••••• •••• • • ••■• Florida Building Code Edition 2004 • • • • • • High-Velocity Hurricane Zone Uniform Permit Application Form. • Section C (Low Sloaeplication) Fill in specific roof assembly components and identify manufacturer (If a component is not used identify as "NA") System MarrufaetureraF + � A ;72wiis re Product Approval No. IS-N °N-7—:\t'\ Design Wind Pressures, From RAS 128 or Calculations: ?maxi :'yam!'- 2 Prn2z2 ?8 2',v Pmar3"/ 2y- Max. Design Pressured from the specific Product Approval system: 1 5 2 • S Deck: Type: GaugeJThickness• Slope: Anchor/Base Sheet & Igo. of P1y(s 7 /� /i Jjfr -5-e Anchor/Base Sheet FaStenetlBonding Material: / OIL/ ', e/ /7, 5.1,4t Ca/ J.-'4 � !s //4 Insulation Base Layer. 3ase Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top insulation Layer Top insulation Size and !Thickness: Top Insulation Fastener/Bonding Material. Base Sheet(s) & No. of Ply(s): Base Sheet FastenerBo ding Material: %� Ply Sheet(s) & No. of Ply(s):(7) 6 //Q j 4,4F Pry Sheet FastenerB ®din Material • ,�. ... -,A� -p ei r-- •Tyra .. u Top Ply: "- 1it•'e r -4J ('3p ;heel' Top Ply Fastener/Bonding Material: /"f1pe-�, l — Surfacing: ••• • • •••• _.•,• • • • . • • • • •••• •• • • • • • •• • •••••• •' •••.•• • • •.•••• • • •.••• • • •...• •••••• •' ..._ • • •••••• • • • . •••• Fastener Spacing for AAChor/Base Slot Atmo eo °r: • . . • • ••••• Field: 9 " oc @ Lap, # Rows 4' @ y " oc Perimeter: Y " oc @ Lap, *Rows @ (o " oc Corner: " oc @ Lap, n Rows -/ @ 6 " o: !dumber of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Cornponents Noted and Details as Applicable: 1Noodblocking, Gutter, Edge Termination, Stripping, Rashinc. Continuous Cleat, Cant Strip. Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness. Fastener Type, Fastener Spacing or Submit in 0.0 Lmtz__ li r+ 1 G.C. 1,2 „ L.t celtet 04. tAV U1L. FT. F FT . 4. Parapet Height Mean Roos Height MIAMIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 • • • • • • • •••• . •. . MIAMI -DADE C liNTY, FeORJVA METRO- DADEWARIER BUILDING 140 WEST FLAGLER S:1 RAT, SUI'PB 4603 MIAMI,.+ FDA 331301563 (305) 375 -2901. • TM (305)3-2Q8 • •• ••.•.• • .. • • • • • ▪ • •• •••• •••• • •• • • . 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 Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Decks. 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 renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. MIAMINDADE ■ UNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 •••••• .• •••••• • • •••••. • ••.•. • • ••••. •••••• • • • •.•.: ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Roofing BUR Wood •••. • ••. • •••.• . 0.0.00 •0•••. •..••. •• . • • • • . • • • •• 0.00:. • •••• • • •••• •••• • •••• •• • • • • • •• ••.••. • . •• .. -75 psf " "• • • • • • . • • •••• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY A•PLICANt: •„ • TABLE 1 ••••- Product Leak BusterTM Matrixm 307 Premium Asphalt Primer GAF Mineral ShieldTM Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROIDfe Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 Mr , VD • ' E ! LINTY APPROVED Test Dimensions Specification 3, 5, 55 gallons 60 & 100 Ib, bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons 5 gallons Product Description ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieldTM Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fbered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 000000 • • •0000 • • ••... 000.0• • • •000.0 • • • Deck Type 1: Wood, Non- insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: (optional) Base sheet: • • • . • •• • ..•••• • OOOOOO •••• • • •••• •••... • • •• •• •••• • •••• • • . • .• • •...• •• • • • • • •• eeeeee • .. • • • • . •••. • •••• FireOutTM Fire Barrier Coating, VersaShield ®Non- Asphaltic Fiberglass`pa14d Underlayment or SecurockTM, GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT+) EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- We1dTM Smooth or RUBEROID® Heat- WeidTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID® 20, RUBEROID® Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c, in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure --60 psf, See General Limitation #7) MJAMIOADE COUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 17 of 19 ••.••. • • • OOOOOO • • •S•.•. •..•. • • •.•••• • • OOOOOO • • •••... • Ply Sheet: Cap Sheet: Surfacing: ••••• GAFGLAS® #75 Base Sheet or any of above Base sheets attaa ;LI deck *jth' • Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill- Tac.Tl'rsT-el plate Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is irtke.2" side dpi • The other rows are equally spaced approximately 9" o.c. in the field of th'e sll et. (Maximum Design Pressure —75 psf, See General Limitaiiori 1P/ • • • • One or more plies of GAFGLAS® PLY 4, #80 ULTIMA, RJROID® MQP Smooth or RUBEROID® 20 adhered in a full mopping of airovvt1 aspll{t •. applied within the EVT range and at a rate of 20- 40lbs. /sq. •. • • : •••• (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or • • •' GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB+, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCotelD roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 18 of 19 . • • .... • .•• •••• ' •• • ...... •• . • ...... • • . • • • •• • WOOD DECK SYSTEM LIMITATIONS: . 1 A slip sheet is required with Ply 4 and Flex P1yTM 6 when used as a mechanically fastener base o'r�dctchor : " • ... sheet. ... • • 2. Minimum 1/4" Dens DeckTM or ' /Z" Type X gypsum board is acceptable to be insthtled•ciirectlk 8ygr the ...... wood deck. • • • . . • •••• • • • • GENERAL LIMITATIONS: • • • .. • • • 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials•1J4rectory • for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (Le. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 •a 2004 ROORING MATERIALS AND SYSTEMS D ROOF COVERING MATS (TBVT) RooEh); Systems (TGP J)--Continued ASPHALT FELT SYSTEMS WITH HOT . •Oi3F NG ALT or Type G2 asphalt, aunt ba¢e sheet (° „GAFGLAS 080 UIfIMA" ) is a Suitable alternate for type * •� fiber ply shat ("GAFGLAS Ply 4't 4�'GA. GLAS Ply 6" ) in the a4. or C roof systems indkaied.below. : mat base The roof su tav E Imivaa Base et � t • or :"GAF street "GAF Stmtavmrt Sheet (N�ler • Pr ted 'o be Strataverrt F.16o+bratoi 1(etathig side dolvri.; mopped and nobble to be 'attached granule As an tier Type G2 . mat base sheet ( "GAFGLAS 175 Base Sheet "GAFGLa1S#80U'aUTI A'"erAPStsa Vent l? Nuii i Base Sheet (Nafiable)" may be substdbzted for GI aaphait glass fiber ply ( "�G� Ply 4" or "GAFGLAS 'Ply 6 ") as the Trailed base p in the Wowing Bottom ply or base sheet may be solid mapped, spot mopped or mechani- cally fastened. be hot m ex Urdess otherwise Indicated, all insulations may opped • mechani- cally be LAS Flashing" or "Rubebid" may be used for flashing in any of the Class A, B or C systems fisted When "perlite" Is referenced, includes "GAFPEMP PERMA7 " or an other Ulu perUte of the Clans A. Crushed stone of deg arerttta mt,T;s for gravel any B °r C systems �d6 sulteble to be Structural k cement � j °0�listed over. C -15 or NC. asadeckhnElre�C±ae� ,.BPrC• The use of gypsumtbwad of the QQgo tg C i ssA, B or appears clad lher 1/2In.•trdn gypsum boas is an does not advoxsdy serest C -1$/32 dedm• The • �use of ystyrdire board between actin 3/4 is • • a liaard and deck w It paper 1aperr/ /pesuoe) suitable alternate isocyanurall boaid in the Clans •` ,. B or C RA ", "BM 1ICA1hP1 RA" and "ERVICA ) Be uardE be far an7': A -a- b Tnimbull "Tema " maybe with any of the fotidwing "Asphalt G�FG _ C'. AFGi.AS � Base Sheet may be used in any of the f�iowarg systems. . "GAFGLAS Hex pry 6" Is a Suitable alternate to "GAPGLAS Ply 6 ". GAFIEMP P Recover Board" say be used in lieu of any perlite insulation in any of the 1 illowing ]. C>essi6Catiorie. • ,Clam! A,13 and. ( felts or modified bitumuert Hot roofing asphalt, for use with organic and glace membranes. be u In lieu of Ruberoid Heat elekr'ME roofing membrane be used "'Ruberoid Mop" SOS products eery applicable • (lass •A 1. Deck C-15/32 • . • Incline: 3 ' Insulation (Optional): One fir• tame lawyers p ' wood Hoer. �/ fiber, b� aaefhutel pgciita�/ °heztopiia any urethane composite, wood fibei/isoeyait . thickness. ! " ,� Pyy •4" or Fly Sheet Three or more 'layers Type GI "GAFGLAS' Ply 6 ", hot mopped.. •- Surfadng: Gravel. ,7ndinet 2 Z Insulation (Optional): One !sr, more layers partite,. wood Oben glees fiber, isocyantuate, urethaneylperlite /isocyanurate a° �"' te/ , urethane composite, wood 5ber/isoeyaaurate composite, phenolic, • Play thickness. c oT anon payers Type GI "GAFGLAS Ply • 4" or "GAFGLAS. Pp Sheel layer Type. G3 "GAFGLAS Mineral Surfaced Cap Sheet". .. 3. Dedc NC Inge' 2 Insulation (Optima: One r more layers perlUte, wood hirer, �/ fiber, isoeyantual , urethane, peslite /%oeyanreate composite; e/ urethane composite, wood ibec /isocyanutate composite, Ply Sy heek I vo or more layers Type GI "GAFGLAS Ply 4" or "GAR GLAS Ply 6 ". Surfaced Cap CaP Sheet: One layer Type- G3 "GAFGLAS Mineral. Sheet". .. ,,• 1. npetr wr . 7. DIRECTORY . • •; • • ROOFCOVER� • 7 l I A L S (T n, •' 173 • f O ••• ..•___�• • • •••rr' Systems • 00 • •• ••• • •• UL classified Ai:faced Class a asphalt glass tar Ply Sheet Any • • rnat system. ! "• • •. • •' Decic C-15/32 • •t nclIn�'ly • • • • Slip Sheet (Optirmalk Red roctll As, f° • .%ri et7f`1 eC•�JS Bet Sheer :Moe oe el Roofing 00000 Base Sheet One layer Type G2 •••• Tailed). I "GAFGLAS Ply 4" or GAFGLAS Ply Sheet One or more layers Type Ply 6 ". Cap Sheet One layer Type G-3 ' �GAFGLAS Mineral Surfaced Cap Sheet". Incline 3 Babe Sheet: One layer Type G2 " 1175 Base Sheet ". Ply Sheet One or more layers GI "GAFGLAS Ply 4" or "GAF - GLAS Ply 6 • G 3 AFGLAS Mineral Surfaced Cap Cap Sheet: One layer Type �' Shed "' Incline 2 Deck C- 15 /32>aTG gate, ure- thane, One or mwre• layers p composite. phe- nolic, peritte/ te 6 i et nolic, LO tn. min (olbret bout G joiner ol). Base Sheet One or largo GI, (3_....,r. or Granule), "Ruberold red luV' (granule), layers Mop" (Smooth or Granule) or isubeoid Mop Pb" (granule). Cap Sheet "GAFGLAS Mineral Cap Sheet", hot mopped. 8. ' Deck C -15/32 Incline 2 . or layers petiite, wood -fiber, glass I her, i be (Optlte. urethane, orate conrposlte, polite/ unahane �' Pia orate composite. P leewnposite, wood Hber /isocysn phenolic, any G2 or r,3 Base Sheet Two or more layers Ply Sheet (Opt One or more Rath" (Smooth or Granule), GL "Ru er d One Plus" (g anule)), •d Mop" (Smooth or Granule) or ' Ruber T Mop ). Cap p Sh eaoid Cap Shy'.', hot mopped. Cap Sheet Class B 1. Deck: C -15/32 partite, wood fiber, glass Insulation (Optional): •One or more - P t �.P�m/ • fiber, ieocyanurate, rudhane, per ire/ to composite, com phearohc. any / urethane composite, wood Ober/ •FIfcicneas' r 1 "GAFGLAS Ply 4" or "GAF - Ply Shed: Two or more layers Type � Type G3 "GAFGLAS *evil Surfaced Cap. Sheet", hot 2. Deckz C-L5 /32 livable: 3-1/2 wood fiber, ere/ Insulation (Optional: One or more P eta fiber, Lsocyanurat . die, pears/ *rate canposmp site, te/ thane composite, wood fiber/ thidme s. Base Sheet Two or nurse layers T ," or Granule), Mernbuuser One or more yaw "Ruberoid'lbuch Plus" ( ). "Rubeid Mop" or Granule) or "Ruber1 Mop•): I Cap Sheet", hot mopped. Cap Sheet "GAFGLAS � Surfs Indite 1/2 e,' wood 6be4 1. Derek: StIOU (2 Ineotlstion (Opdona lk One or more 1 F orate, urethane, perlite/ to composite, perbte/ u thane composite, wood fiber /isocyan to composite; Phenolic, any t}hickn • Type GI "GAFGLAS ply 4" or PI Sheet Three or more lay S��( nv "Special Roofing Bid" 22lbs/ swrfaclr►gs "Fpecial COAL TAR FELT SYSTEMS WITH HO ROOFING COAL TAR 1. Do su a ion (2 Incline 1/2 wood other, g Insulation (Optional): One or snore ,1a> layers comoosite. oerllttY fiber, isocyanuratd. urethane, Fedi • • • Florida Building Code Edition 2004 •••••• High- Velocity Hurricane Zone Uniform Permit Application Poore!. • • Section 9 (Low Sjope Apiolication) Fill in specific roof assembly components and identify manufacturer (If a component is not used identify as "NA") System Manufacturer: a- // 11 4/.44 /4' t r/? Product Approval No. b`! Design Wind Pressures, Frorn RAS 128 or Calculations: Pmex1 :''/l• 2 Pmax2' ' 2' Pmax3: / 241 . 3 Max. Design Pressure, from the specific Product Approval system: rj 2 • S Deck: Type: Gauge/Thickness: Slope: Anchor/Base Sheet & No. of Ply(s )0%5F•e /1 t3 /1s6. Anchor/Base Sheet Fastener/Bonding Material: t /y" a ,, , - lh•orIA C017 ,,tad %. Insulation Base Layer. 3ase Insulation Size and Thickness: Av /A Base Insulation Fastener/Bonding Material: P/A ,op Insulation Layer `v /A Top Insulation Size and Thickness: Too Insulation Fastener/Bonding Maierial:4, Base Sheet(s) & No. of Ply(s): Base Sheet Fastener/Bonding Material: W �4 /A Ply Sheet(s) & No. of Ply(s):7),//20 42,4E ' 1A Ply Sheet Fastener/Bonding Material ......A pk .� .TgP6. Top Ply: Art; f7 e rA ! COP tea` ee-i Top Ply Fastener /Bonding Material: Surfacing: „4„5„:4; ••••• • • •••• •• i • -• • • . •• • •••. ' •••• • • • •• • • • • • • • • • • ••••• • • • ••••• • • Fastener Spacing for AtnhoWBase Sliest Attscamenti • • •• •••••• • Field: 9 " oc et Lap, # Rows ,_,Z,41.1 " oc • Perimeter. (P " oc @ Lap, t Rows (o " oc Corner: /' " oc G Lap, # Rows 471 0 Number of Fasteners Per insulation Board: Field Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, F1ashi i; . Continuous Cleat. Cant Strip. Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness. Fastener Type, Fastener Spacing or Submit FT. F FT. 4. Parapet Height Mean Roof Height ..•••• • 000000 • • •••.•. • • 00000 • • 00000 000000 • • • 000000 • • 0...•. • ••• • • ••••• • • •• • • • •• • • •••• • • •• • • • • • •••• • • •• • • • • • • • '•0 • ....•. • .0000. .00• • • •••• •.•••• ••• ••• 000000 • • • • • • • • • • •• BUILDING PERMIT FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PLICATION Permit Type (circle Owner's Name (Fee Simple Titleholder) Owner's Address t D-Le City ikiCuvL. Div "t'"' ` Tenant/Lessee Name State FOITLYM BY: Permit No. V\IS O - ISO Master Permit No. EC) OKI" 1 ct-1 Roofmg ken Max �M axi rashone # 7 S+(ee4- Zip 33 ► 38 Phone # Job Address (where th work is being done) / g _f q 'T City Miami Shores Village County Miami -Dade FOLIO /PARCEL # 11— 30c4"-- 00`i - Lf / c Is Building Historically Designated YES NO V Contractor's Company Name 'v J S ec-— Contractor's Address )-7/06 Zip 33) 38 Phone # c oLLAs , al a- 30s':--`3Y5--39/1 City Sll el (t 9 l-9-4 State T� Zip 3 3 ) ,/� Sot = �-1 r -3�t 1 Qualifier Name i'Vl� -t � K11f'bL� GfA�IGA Phone # State Certificate or Registration No. C &C! o62 / a' Certificate of Competency No. I ,,�5- "..19 " 3 9 / ArchitectJEngineer °s. Name (if applicable) %i%�`n —t D ��'�a✓� Phone # 3w Value of Work For this Permit $ 1 S, b d Square / Linear Footage Of Work: Type of Work: ❑addition DAlteration ❑New Describe Work: ‘&12.4)3 I Akip &k (!J l t o 1.S 6 4 rU OA-' rte ❑ Demolition Submittal Fee $ Permit Fee $ %'0 CCF $ 9. CO /CC Notary $ Scanning $ 9'00 Training/Education Fee $ 8`00 Technology Fee $ I ®• ►e-� Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ P , do 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 CONDmONERS, 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. er or :ent The foreg,, o instrument was acknowledged before me this 4 day of -eh , 20 01 by IM, D ge.)iiU.Q U4 who is�erso known to me or who has produced pi13LICSTATE ON FLORIDA As ide on anpldiSi t ath. aCOmmission #DD568 06 46_0 1 r Expires: JUNE 26, 2010 NOTARY PUBLIC: Sign: Print: C,�YiNL) IL) 11 My Commission Expires: fs /1 APPLICATION APPROVED BY: 49.0/ (Revised 07/10/07) Signature Contracto The foregoing instrument was acknowledged before me this a' day of - 46'b , 20 01 , by i'V 49Lf b ) l f4 fl 1 who is personally know tci me or who has produced NOTARY PUBLIC-STATE OF FLPRIDA as iden 'fIL" jon anC gAllcj'i e an oath. NOTARY PUBLT , " sion #DD568163 p : JUNE 26, 2010 C BONDING CO., INC. Sign: ••• ,.••' Ex AO IDTHRII�� Al. Print: C -oud A) My .Commission Expires: li o )?J z 1-/'1O9 s >Lr�te ; Plans Examiner Engineer Zoning Inspection Worksheet Miami Shores Village i} -"- 10050 N.E. 2nd Avenue Miami Shores, F Phone: (305)795 -2204 Fax: (305)756 -8972 Scheduled Inspection Date: March 30, 2009 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Terrace Miami Shores, FL 33138- Project: <NONE> Contractor: NU SPACE INC Permit Type: Demolition Inspection Type: Final Work Classification: Building Clowasor Phone Number 305- 812 -0629 arcel Number 1132050090410 Building Department Comments APR 0 2 ENT'D Inspector Comments Passed �� g Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 27, 2009 Page 3 of 21 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT AA)PLICATION FBC 2004 -M AXii10 Roofing ItS0 ItitIO 0 S-r Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address c �f City tit IAM 5 – I"ES Tenant/Lessee Name f` C 2009 BY: - Permit No. CeM0 0c1 141 Master Permit No. 08- )si 2 Phone # (w»I2- 062`j Job Address (where the work is being done) City Miami Shores Village FOLIO / PARCEL # Is Building Historicall y Designated YES Contractor's Company Name Contractor's Address City SL � S Qualifier Name' M State Certificate or Reg VVIS Zip jJ t334 • Phone # S�t"rcek• County Miami -Dade Zip OtOf-- 04i0 NO) Phone # ZZ AC. State fl/ Zip ,SS 12I,0 -v 'A-00 stration No. C' 06 2 1 Z Certificate of Competency No. 1 Phone # Architect/Engineer's Name (if applicable) A, ( R1O (Z4 JM I A00 Phone # Value of Work For this Permit $ 4, SOO (786) 41'1— 3e21po Square / Linear Footage Of Work: 400 . Type of Work: ddition , I ❑Alteration DNew ❑ Repair/Replace ❑ Demolition Describe Work: �� D(.'t Si-t• g14Gi� QT �c 1 C TQ 19"GGO/rrit�/�D�Z • :t, 0 t1N ce- q2/ Submittal Fee $ Notary $ *******************************Fees********** /W412 Training/Education Fee $ ° 0 0 Permit Fee $ Scanning $ .6 ° CC Bond $ Radon $ *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ CO CO /CC Technology Fee $ '610 DPBR $ Zoning $ Double Fee $ Total Fee Now Due $ 9 ° �( See Reverse side - Code Enforcement $ Structural Review. $ "fir 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 AF}IDAVIT: 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. / n the ch 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 1.5441 , 20 09 , by S'' }1N M FER-K) 0 , who is personally known to me or who has produced As iden d -d - an oath. Signature :. / / L%v / 1 The foreg ng instrum Contractor was acknowledged before me this day of , 206/, by 946 tom v. who is personally known to me or who has produced NOTARY P it i yr °ue,_ Notary Public State of Florida Jorge Ortigos it My Cornrow i• • 6756364 r e , 01 Wia.,-*, NOTA Print: My Commission Expires: 7:re Public State of Florida Ortigosa Print: My Commission Expires: an oath. *********************************************** ***** *** * ******:x*:x**** **** ** * *** * * *:t< ****** *** ** *** **.** ** *** APPLICATION APPROVED BY: 41 (Revised 07/10/07) J 06 L /341 a5 tYL-4,-/-° Plans Examiner Engineer Zoning January 15th, 2009 Village of Miami Shores Building Department RE: Partial Demolition of Residence located on 1249 N.E. 97 Street 1, Stephen Marino, owner of the residence referenced above authorize NuSpace Inc. with license # CGC 016262 to partially demolish the rear of my residence as depicted on sheet A -2.1 of the plans submitted for permit # 08 -1921. Sincerely, Stet—DI-err Marino Notirized By: Commission Expires/ Steven Marino is personally known to me. ,'7 l ux`' •(o, Notary Public State of Flonda Ana Maria Asack zr My Commission DD795846 v'or 10. Expires 08/0812012 \u Space cl esign +bu i ids January 30, 2009 City of Miami Shores Village Miami Shores, FL RE: 1249 NE 97th Street Miami Shores, FL 33138 To whom it may concern: The following is to confirm that we are the General Contractors for the above mentioned property. Please be advised that the scheduled date for demolition is February 5, 2009. If you should have any questions, please don not hesitate to contact us. Thank you for your prompt attention to this matter. Sin e,: - ly, ario ' 'ano Presid CG 162162 Sworn and subscribed before me in Miami 1~lorida, on the O'day of & JO 200R by MPtavo P-O N'A cAdt^A> wile is personally known to me 0;A, NOTARY PUBLIC -STATE OF FLORIDA Carrnin Tillit Commission#DDS68163 •.,,,,;,;,: Expires: JUNE 26, 2010 BONDED run ATLANTIC BOBBING COm Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 124966 Scheduled Inspection Date: September 21, 2009 Inspector: Bruhn, Norman Owner: MARINO, STEPHEN Job Address: 1249 NE 97 Street Miami Shores, FL 33138- Permit Number: RC -11 -08 -1921 Project: <NONE> Contractor: NU SPACE INC Permit Type: Residential Construction Inspection Type: Roof Trusses Work Classification: Addition Phone Number 305 -812 -0629 Parcel Number 1132050090410 Building Department Comments INTERIOR RENOVATION AND SECOND FLOOR ADDITION Passed W.A/(j5.. Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 124012. CREATED AS REINSPECTION FOR INSP- 99086. All ok except triple joist requires new detail and bucket. NB Need to pick and pay for revision. bg 9/17/09 September 18, 2009 For Inspections please call: (305)762 -4949 Page 20 of 23 Clesigri +bu ilci AR- 0017106 CGC- 062162 15 September, 2009 Village Miami Shores Building Department 1050 N.E. 2nd Avenue Miami Shores, FL 33138 RE: Marino Residence Roof Structure Modification Dear Sirs, The purpose of this letter is to certify the changes for the above residence on 1. An existing girder joist in the master bedroom was augmented with one 2"Xl 0" on each side making that girder beam a three 2 "X10 ". Structurally that member will resists the required uplifts with a double 2 "X10" girder, the third piece was only added to augment the existing damaged single joist. 2. A MSTAM -24 strap can be added at the end of the existing joists that do not have a strap already to satisfy the code and uplift calculations for this residence. This strap applied at the end of the joist will have 67% of its nominal capacity , or 67% of 1500 lbs= 1005 lbs. This surpasses the needed uplift requirements for these members. 3. The plans call for a mgt connector where the parallam beam in the master bedroom meets the exterior north wall. This is a mistake, that mgt connector was replaced by an engineered piece depicted on detail 5/a -7 "Parallam Wall Anchor Detail" Sincerely, 'o R ano AR- 0017106 NuSpace, Inc. /. Miami Shores Village BLDG DEPT_ OBJECT TO COMPLIANCE WITH ALL FEDERAL 4f n cr,p,jnCci1.J,. v rl_�LFC nr.n D�_pTiO�1S 17100 Collins Avenue • Suite 212 • Sunny Isles Beach • FL 33160 Ph: (305) 945 -3919 Page 1 of 1