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RC-11-858Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NS P- 186322 Permit Number: RC -5 -11 -858 Scheduled Inspection Date: February 27, 2013 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Building Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND COVER PATIO ADDITION Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 26, 2013 For Inspections please call: (305)762 -4949 Page 17 of 25 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 181810 Permit Number: RC -5 -11 -858 Scheduled Inspection Date: December 06, 2012 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Truss Insp Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False 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- 179952. CREATED AS REINSPECTION FOR INSP- 179705. CREATED AS REINSPECTION FOR INSP- 179662. Post plans and permit. PERMIT PAPER WORK ON THE TABLE WOOD TRUSS SCHEDULE FROM ARCHITECT IS INSIDE PERMIT PACKAGE. 305.216.5193 Same comments, truss connections must match plans. NB December 05, 2012 For Inspections please call: (305)762 -4949 Page 16 of 31 December 5, 2012 Mr. Norman Bruhn Building Official Miami Shores Village Building and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Sotolongo Residence 1249 N.E. 100th Street Permit # RC 511858 As -Built Clarification (REVISED) Dear Mr. Bruhn: May this letter serve as a written clarification to the following item — installed (as- built) truss connectors for the rear covered patio trusses for the above referenced. "USP" connectors were substituted for the "Nu -Vue" and steel plate connectors as specified in the connector schedule on sheet S -2 as follows: Wood Trusses & Girders Connectors Schedule (B) DTC 1440# allow uplift 4 - 10d x 11/2 @ plate 9 - 10d x 11/2 @ truss (C) DTC 1440# allow uplift 4 - 10d x 1'/2 @ plate 9 - 10d x 11/2 @ truss (D) DTC 1440# allow uplift 4 - 10d x 11/2 @ plate 9 - 10d x 11/2 @ truss (E) DTC 1440# allow uplift 4 - 10d x 11/2 @ plate 9 - 10d x 11/2 @ truss & TA18 1205# allow uplift ( ) 9 - 10d x 1%2 @ truss (Please note that the uplift values for all of the installed 'USP" connectors surpass the required uplift loads for the trusses as per the previously submitted engineered approved shop drawing.) All connectors were installed with the proper anchoring as per manufacturers ( "USP") guidelines and as per the intent of the FBC, and as inspected and approved by my office. Please do not hesitate contacting me should you have any questions regarding this item or if you require further information. Respectfull itted, David Wf - re Johnson AIA NCARB Archit DAVID WEARNE JOHNSON AIA NCARB P.A. ARCHITECT 7740 SOUTHWEST 104 STREET SUITE 101 PINECREST FLORIDA 33156 TELEPHONE 305 661 8387 FAX 305 661 7621 E -MAIL davidjohnson_aia @bellsouth.net AR0008624 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CERTIFICATE OF OCCUPANCY/COMPLETION CHECK LIST Building permit card. Surveys (2 copies) Final as built - Required Items: Elevations of buildings showing all intended setbacks from property lines and other existing structures. Ingress+ Egress, required parking spaces, Wheel stops, stripping, and all paving to exterior. IC ' Certificate of Elevation - (Sealed by surveyor). Expiration date required on the form. ertificate of Insulation. Certificate of Soil Treatment (Final treatment- original)1 CHAPTER 2913 -5 TERMITE PROTECTION: "This Building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and law as established by the Florida Department of Agriculture and Consumer Services." Health Department Approval Letter (On septic or private water). Note: If the house is on septic tank, approval letter is required from Health Dpt. .............-111 Soil Compaction Letter (Density report is required) Final certification letter from the Engineer /Architect (on masonry, trusses, special structure, etc) "4'43ackflow preventor certificate (Required on commercial projects only) Certificate of use. (Recorded in Miami -Dade Clerk of Courts) PLEASE NOTE THAT THE SAME ITEMS ARE REQUIRED FOR TEMPORARY CO • Emergency CO (Without 24 Hrs Processing) Additional fee is $80.00. • Temporary CO (Up to 90 days max) $75.00. • Residential CO fee is $150.00 • Commercial CO is $200.00 7'7 January 10, 2013 Mr. Norman Bruhn Building Official Miami Shores Village Building and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Remodeling to the Sotolongo Residence 1249 N.E. 100th Street Permit # RC 511858 Dear Mr. Bruhn: As per our conversation, may this letter serve as a written confirmation that the above referenced remodeling project is designed and complies with the Miami Shores Village "Flood Plain Management Ordinance ". Please do not hesitate contacting me should you have any questions regarding this letter or if you require further informatio Respec�....�r.xk.: s) itted, David W ohnson AIA NCARB Archite DAVID WEARNE JOHNSON AIA ARCHITECT 7740 SOUTHWEST 104 STREET SUITE 101 PINECREST FLORIDA 33156 TELEPHONE 305 661 8387 FAX 305 661 7621 AR0008624 January 10, 2013 Mr. Norman Bruhn Building Official Miami Shores Village Building and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Remodeling to the Sotolongo Residence 1249 N.E. 100th Street Permit # RC 511858 Dear Mr. Bruhn: As per our conversation, may this letter serve as a written confirmation that the above referenced remodeling project is designed and complies with the Miami Shores Village "Flood Plain Management Ordinance ". Please do not hesitate contacting me should you have any questions regarding this letter or if you require further informatio Respectfull s David W =;:tea ohnson AIA NCARB Archite DAVID WEARNE JOHNSON AIA ARCHITECT 7740 SOUTHWEST 104 STREET SUITE 101 PINECREST FLORIDA 33156 TELEPHONE 305 661 8387 FAX 305 661 7621 AR 0008624 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 185069 Permit Number: RC -5 -11 -858 Scheduled Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Special Inspector Letter Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)7624949 Page 42 of 45 December 12, 2012 Mr. Norm Bruhn Building Official Miami Shores Village Building and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Sotolongo Residence 1249 N.E. 100th Street Permit # RC 511858 Dear Mr. Bruhn: I hereby attest to the best of my knowledge, belief, and professional judgment, that the structural envelope and components of this structure are in compliance with the approved permit plans and other permit documentation including. Also, the approved permit plans represent the "as-built" condition of the structural envelope and components of the structure. This statement is in accordance with the FBC, Chapter 1. It shall be noted that Engineering and Architectural general administration of the construction contract with visits to the site have been provided, however, the General Contractor and his sub - contractors /suppliers were solely responsible for carrying out the work of the construction contract in accordance with our contract drawings, the Florida Building Code, appropriate agencies, required inspections, and for all construction means, methods, techniques, sequences, and appropriate construction procedures. If I may be of any further assistance, please do not hesitate calling my office. Resp y ,s• ,'tted David ear Johnson AIA NCARB Arch DAVID WEARNE JOHNSON AIA NCARB P.A. ARCHITECT 7740 SOUTHWEST 104 STREET SUITE 101 PINECREST FLORIDA 33156 TELEPHONE 305 661 8387 FAX 305 661 7621 E-MAIL davidjohnson_aia@bellsouth.net AR0008624 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 185069 Permit Number: RC- 5- 11-858 Scheduled Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Special Inspector Letter Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)762 -4949 Page 42 of 45 December 12, 2012 Mr. Norm Bruhn Building Official Miami Shores Village Building and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Sotolongo Residence 1249 N.E. 100th Street Permit # RC 511858 Dear Mr, Bruhn: I hereby attest to the best of my knowledge, belief, and professional judgment, that the structural envelope and components of this structure are in compliance with the approved permit plans and other permit documentation including. Also, the approved permit plans represent the "as- built" condition of the structural envelope and components of the structure. This statement is in accordance with the FBC, Chapter 1. It shall be noted that Engineering and Architectural general administration of the construction contract with visits to the site have been provided, however, the General Contractor and his sub - contractors /suppliers were solely responsible for carrying out the work of the construction contract in accordance with our contract drawings, the Florida Building Code, appropriate agencies, required inspections, and for all construction means, methods, techniques, sequences, and appropriate construction procedures. If I may be of any further assistance, please do not hesitate calling my office. Respe - �r fitted, David Warr Johnson AIA NCARB Archit DAVID WEARNE JOHNSON AIA NCARB P.A. • ARCHITECT 7740 SOUTHWEST 104 STREET SUITE 101 PINECREST FLORIDA 33156 TELEPHONE 305 661 8387 FAX 305 661 7621 E -MAIL davidjohnson_aia@bellsouth.net AR0008624 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 185068 Permit Number: RC -5 -11 -858 Scheduled Inspection Date: February 04, 2013 Inspector: Hernandez, Rafael Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)762 -4949 Page 41 of 45 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Parcel Number Applicant 1249 NE 100 Street Miami Shores, FL 33138- Owner Information Address 1132050080060 Block: Lot: SERGIO SOTOLONGO Phone CeII SERGIO SOTOLONGO 1249 NE 100 Street MIAMI SHORES FL 33138 -2603 (305)206 -1767 1249 NE 100 Street MIAMI SHORES FL 33138 -2603 Contractor(s) Phone CHAPMAN SEPTIC SERVICE, INC. (305)815 -9901 CeII Phone Type of Work: SEPTIC AND DRAINFIELD Type of Piping: Additional Info: Bond Return : Classification: Residential Scanning: 1 Fees Due Bond Type - Contractors Bond CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount 1500.00 $1.80 $4.50 $4.50 $0.60 $300.00 $3.00 $2.40 $816.80 Pay Date Pay Type Invoice # PL -8 -12 -45052 08/13/2012 Chepk #: 16090 $ 816.80 $ 0.00 Bond #: 2154 Amt Paid Amt Due Available Inspections: Inspection Type: HRS Approval Final Applicant Copy For Inspections, Call (305) 762 -4949 or Log on at https:// bldg .miamishoresvillage.com /cap /. Requests must be received by 3 pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that may be ,found in GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT the public records of this county. DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. alk,.lot 1 3 9n49 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 185068 Permit Number: RC -5 -11 -858 Scheduled Inspection Date: February 04, 2013 Inspector: Hernandez, Rafael Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: HRS Approval Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)762 -4949 Page 41 of 45 STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DIPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL PERMIT NO. DATE PAID: FEE PAID: RECEIPT #: APPLICANT: AGENT: . PROPERTY ADDRESS: 1 Z Y7 Awli Lr d / ®t? LOT: BLOCK: / ' SUBDIVISIQN: PROPERTY ID #: CHECKED [X] ITEMS ARE NOT IN COMPLIANCE WITH STArur'E OR RUDE AND MUST BE CORRECTED. TANK INSTALLATION [01] TANK SIZE [1]%7O [2] [ ] [02] TANK MATERIAL C..<.1'.'t -"e-1e [ ] [03] OUTLET DEVICE — [ ] [04] MULTI- CHAMBERED N ] [ ] [05] OUTLET FILTER /%L",LJ [06] LEGEND [C� [07] WATERTIGHT [ ] [08] LEVEL [ ] [09] DEPTH TO LID [ ] DRAINFIELD INSTALLATION [10] AREA ( 1 ] / . y , ( 2 1 SQFT [ [11] DISTRIBUTION BO _ HEADER o-" [ [12] NUMBER OF DRAINLINES % [ [13] DRAINLINE SEPARATION 4 '• [ [14] DRAINLINE SLOPE [15] DEPTH OF COVER/4" [16] ELEVATION [ABO 0 BM [17] SYSTEM LOCATION [18] DOSING PUMPS [19] AGGREGATE SIZE , /,/. 4 [20] AGGREGATE EXCESSIVE FINES [21] AGGREGATE DEPTH QV 1 n FILL / EXCAVATION MATERIAL ��"`i [22] FILL AMOUNT [23] FILL [24] EXCAVATION DEPTH [25] AREA REPLACED [26] REPLACEMENT MATERIAL [ ] [i ] EXPLANATION OF VIOLATIONS / REMARKS: [ [ ] [ ] SETBACKS SURFACE WATER DITCHES PRIVATE WELLS PUBLIC WELLS IRRIGATION WELLS [27] [28] [29] [30] [31] [32] [33] [34] [35] POTABLE WATER LINES BUILDING FOUNDATION PROPERTY LINES OTHER FT FT FT FT FT 1Q FT !�+ FT FT FT FILLED / MOUND SYSTEM' [36] DRAINFIELD COVER [37] SHOULDERS' [38] SLOPES [39] STABILIZATION ADDITIONAL INFORMATION [40] UNOBSTRUCTED AREA [41] STORMWATER RUNOFF [42] ALARMS [43] MAINTENANCE AGREEMENT [44] BUILDING AREA [45] LOCATION CONFORMS WITH SITE PLAN [46] FINAL SITE GI�ADZTG [47] CONTRACTOR [48] OTHER ABANDONMENT °vim [49] TANK PUMPED / / [50] TANK CRUSHED & FILLED ' / CONSTRUCTION PRO FINAL SYST PR /DISAPPROVED] DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E- 6.003, FAC ISAPPROVED]a CHD DATE: r4 4 '"✓ Z., CII►- ..`�• 642-0(-4? CHD DATE: Page 2 of 3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 185070 Permit Number: RC -5 -11 -858 Scheduled Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Termite Letter Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)762 -4949 Page 43 of 45 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (NBC) 104.2.6 AS PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: BUILDER NAME: TREATMENT ADDRESS: TIME OF TREATMENT: IN APPLICATOR: OUT ,E; j2.0 JJ to- JOB #: LOT: BLOCK: UNIT: SPRAY ONLY SPRAY # CIEMic MONOLITHIC 4d° 1156 S/F COMMERCIAL GALLONS STEMWALL SF STAGE OFTREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) I. DATE OF TREATMENT: PERIMETER TREATMENT % GALLONS TIME OF TREATMENT: APPLICATOR: L/F 00~''`.-STATE ROAD 7 PLANTATION, FLORIDA 33317 954 -584 -8588 1- 800 - 749 -8588 FAX: 954 -584 -6117 CONFIRMATION OF COMPLETION OF SUBTERRANEAN TERMITE TREATMENT AS REQUIRED BY FLORIDA BUILDING CODE (FB 1816.1.7 Purchaser's Name and Address: All Home Enterprises 18521 SW 92 Avenue Miami, FL 33157 Treatment Site: 1249 NE 100 Street, Miami, FL 33138 Project: Residence Addition & EPT Permit: RC 11-858 Chemical: Imidacloprid Product: Adonis 75WSP ® .05% Square Footage: 850 Number of Gallons: 85 Number of structures treated: 1 Lot: N/A Block: NIA Date of Completion: 02/05/2013 Applicator: Breck Bishop Date & Time: 02/05/2013,300 PM Accurate Pest Control, Inc. hereby confirms that this building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws as established by Florida Department of Agriculture and Consumer Services. Exterior perimeter treatment was completed upon final grade. Guarantee None X 1 Year Renewal Yes X 5 Years No LICENSE NO. J13 1752 ACCURA EST CONTROL, INC. BY: Harvey Smates, President Revised on 06451/12 300 S. STATE ROAD 7 ATION, FLORIDA 33317 • 9 8 1-800-749-8588 e FAX: 954-584-6117 License # JB 1752 Certificate of Compliance for Termite Protection (as required by Florida Building Code (FBC) 1816.1.7) An Home Enterprises (305) 936-2718 1249 NE 100 Street, Miami, FL 33138 Residence Addition Permit # RC11-858 Method of Termite Treatment Prevention Treatment- soil barrier, wood treatment, bait system, other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services Authorized S ature 300 S. STATE ROAD 7 • P AT ON, FLORIDA 33317 • 9 584-8588 e 1-800-749-8588 • : 9 4-5 4 117 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 185067 Permit Number: RC -5 -11 -858 Scheduled Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Insulation Certificate Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)762 -4949 Page 40 of 45 AIR & HEAT INSULATION, INC. dba/ALLSTATE INSULATORS 1751 WEST 38TH PLACE UNIT 1006-A ENERGY, SOUND AND IMPACT CERTIFICATE Building Permft No: Project Name: ADDMON & REMODELING AT: Job Address: 1249 NE 100 ST, N. MIAMI, FL STATEMENT OF COMPLIANCE We the undersigned, hereby certify that the ENERGY. SOUND AND IMPACT INSULATION has been installed in the above referenced project, in compliance with the latest edition of the FLORIDA BUILDING CODE, the APPROVED ENERGY CALCULATIONS. and Plans, and in accordance with good construction practice. The insulation famished and installed has the characteristics shown below (check only applicable boxes). RI, 1) Exterior CBS walls insulation: R- 4.1 (Min): Material: Thickness: inch (es): Density: lb/ft: Mfgr: F-12) atelier Frame Metal Stud Walls: R- (Min): Material-. FI-FOIL HI PERM FI-FOLL CO. Thickness: inch (es): Densit Ibtft Mfgr: n3) Exterior solid concrete walls: R-: (Min): Material: Thickness: inch (es): Density: lb/ft: Mfgr: F14) Interior walls separating A/C from non-A/C spaces insulation: R.- (Min.) Material: Thiclosiss: inch (es): Density: lb/ft L15) MULTI-FAMILY RESIDENTIAL CONSTRUCTION ONLY The CMOLI.ON Marty) walls_ to two separate conditioned tenancies shall be insulated to a minimum of R-11 for frame walls, and to R-3 on both sides of common masonry walls See ENERGY CODE, 2007, paragraph 13-G02. ABC. 1.1., on page 13.74, latest edition. These "minimum levels of insulation", are not included in the Energy Calculations, but shall be installed in the field: 6) Ceiling insulation R- 30 (Min) Materials: BATT FIBERGLASS Thickness: 10" Density: lb/ft: Mfgr: KNATIF 07) Walls, partitions and floor ceiling assemblies between dwelling milts or between dwelling units and adjacent public or sery areas such as halls, corridors, stairs, etc. must have a sound transmission class (STC) of not les than 50 (penetration mut maintain the required rating). n8) Floor ceiling, assemblies between dwelling units or between dwelling units and public or servile areas such as halls, corrida stairs, etc. must have an impact insulation class (HQ rating os not less than 50. Others: R-19 BATT FIBERGLASS AT GARAGE CEILING. AIR & HEAT INSULATION INC. installed b D.B.A./ALLSTATE INSULATORS insulation Company Name Insulation Contractor cc# 17735 0:C./Builder. ALLHOMES ENT. Company Natne -Building-SontraatoreCO:' ulation Date Certified: Signature 5/18/2012 G,C.euilder's Signature Dater Certiffef: Note: For lightweight Insulation concrete, use appropriate tonns, separate form this one. Revised 02-28-2009 Permit Number: RC -5 -11 -858 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INSP - 185065 Inspection Date: February 04, 2013 Inspector: Dacquisto, David Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Survey Final Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND COVER PATIO ADDITION Infractio Passed Comments INSPECTOR COMMENTS False /?—,j� /3 Inspector Comments Passed ! e Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 12, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 LOT 4, BLOCK LOT 3, BLOCK 1 0.4' / FOUND 1/2" IRON PIPE 1 75.00' LOT 2, BLOCK 1 0.4' x SET 1/2" IRON ROD LB# 7893 0 w rY w 0 0 iri 0 LJ w F=- 0 V) Z • ~ � 0 0 J LO 0 J (75.00') 175.00'(P) FOUND 1/2" IRON PIPE SURVEY NOTES BRICK DRIVE CROSSING PROPERTY BOUNDARY ON SOUTHERLY SIDE OF LOT THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND CROSS INTO THE 5.0' U.E. AT REAR OF PROPERTY O (25.00') THE E. 25.00' OF LOT 5 BLOCK 1 (INCLUDED) ! 10.0' 0 x 5.0' U.E. (50.00') THE W. 50.00' OF LOT 6 BLOCK 1 (INCLUDED) 0 BUILDING #1249 20 1' 10.0' In N f®WM FOUND 1/2 IRON PIPE 20.5' 75.00' .E. 100th 60' R/W (ASPHALT) SET 1/2" IRON ROD LB# 7893 14.4' 14.4' x 1 10.0' x 0 10.0' co 0 i0 O (50.00') 0 w w 1- 0 0 0 i 0 w J I— Z_ w o Jo 0 0 J a O LOT 7, BLOCK 7IDNING DEPT BLDG DEPT j IRON, PIPE SUBJECT TO COMPLIANCE OIiNTy RULE TH ALL FED_RAL AND REG!.II ; ; ;r,;'n BO PAGE 2 OF 2 PAGES Y SURVEY SURVEYORS CERTIIFI T I HERESY CERTIFY IS A TRUE AND CO Er SURVEY PREPARE U./ I NOT VALID WITHO NA SIGNATURE AND A E TC OR A RAISED EMBOSS S. A 3'SUR A ION O r a4. TlCA(rSD' EL EC%TRONJC D EI Or130N c S IGNA!TURE. `_1i ik (SIGNED) CLYDE 0. McNEAL, PROFESSIONAL SURVEYOR AND MAPPER #2883 LB #7893 II� �II TARGET } SURVEYING, LIZ' SERVING ALL FLORIDA COUNTIES 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (561) 640 -4800 FACSIMILE (561) 640-0576 STATEWIDE PHONE (800) 226 -4807 STATEWIDE FACSIMILE (800) 741 -0576 The East 25 feet of Lot 5, and the West 50 feet of Lot 6, Block 1, GORDON SHORES, according to the Plat thereof, as recorded in Plat Book 45, Page 8, of the Public Records of MIAMI -DADE County, Florida. Community Number.`01071202652 Panet 0306 Suffix: L Flood Zone: X/AE Field Work: 1/7/2013 Certified To: SERGIO D. SOTOLONGO Property Address: 1249 NE 100TH STREET MIAMI SHORES, FL 33138 Survey Number 183705 LEGEND: AC A? T E+R 8 R SEAMY RE E 8.M EENCHMARN L.74fTERLWE kk; CALCLLA7E0 C4TV CABLE RISER C'1 CATCH 8a58r SFtR to hat AZ DRAINAGE EASEMENT 3 DMvr 4 YY C4 N7A14P .+9N/LnLs47y��k�by'�y!'AA ,08 OM 800,Ft • 'ESCRIPTANORXEt3 ES61T P.tEFr7 E:OVA< CM" OF it417ER 1CX PIP PD wa FP.' FC IA L.A,E iAr R AtdS1 R. E.tiivoia tEvA T� Fd RSHED. i,? EOM SON RPE PzNtN KUL WOWSS CORNER MVO P RKER.NALO "t as moo cavaim MO. 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MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (561) 640 -4800 FACSIMILE (561) 640 -0576 STATEWIDE PHONE (800) 226 -4807 STATEWIDE FACSIMILE (800) 741;0576 t 1 1 S / 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- 185845 Permit Number: RC -5 -11 -858 Inspection Date: February 20, 2013 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND COVER PATIO ADDITION Infractio Passed Comments INSPECTOR COMMENTS False Passed �� / Inspector Comments CREATED AS REINSPECTION FOR INSP- 185066. Provide a signed and sealed copy. The net area of open permanent flood openings must be one square inch per one square foot of crawlspace. The elevation certificate is incomplete per notes that no access was provided. STOPPED REVIEW 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 February 20, 2013 Page 1 of 1 Permit Number: RC -5 -11 -858 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 inspection Number: INSP - 185845 Inspection Date: February 20, 2013 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND COVER PATIO ADDITION Infractio Passed Comments INSPECTOR COMMENTS False Passed q J rc7j ®` Inspector Comments CREATED AS REINSPECTION FOR INSP- 185066. Provide a signed and sealed copy. The net area of open permanent flood openings must be one square inch per one square foot of crawlspace. The elevation certificate is incomplete per notes that no access was provided. STOPPED REVIEW / Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until February 20, 2013 For Inspections please call: (305)762 -4949 Page 1 of 1 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program ELEVATION CERTIFICATE Important: Read the instructions on pages 1 -9. OMB No. 1660 -0008 Expiration Date: July 31, 2015 183705 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name SERGIO D. SOTOLONGO FOR INSURANCE COMPANY USE Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1249 NE 100TH STREET Company NAIC Number: City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25 °52'03.41 "N Long. 80°10'19.70'W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1668 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1980 sq in d) Engineered flood openings? ❑ Yes No Horizontal Datum: ❑ NAD 1927 NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 486 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 3 c) Total net area of flood openings in A9.b 844 sq in d) Engineered flood openings? ❑ Yes ►I. No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 120265 VILLAGE OF MIAMI SHORES B2. County Name MIAMI -DADE B3. State Florida B4. Map /Panel Number 0306 B5. Suffix L B6. FIRM Index Date 9/11/2009 B7. FIRM Panel Effective/Revised Date 9/11/2009 B8. Flood Zone(s) AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 8 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other /Source: B11. Indicate elevation datum used for BFE in Item B9: NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Designation Date: ❑ CBRS ❑ OPA ❑Yes El No 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 -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-62 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. M NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, 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 and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 7.0 9.3 N/A 6.8 8.6 6.7 7.5 N/A Check the measurement used. ® feet ® feet ® feet ® feet ® feet feet ® feet feet ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. / 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. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? is Yes ❑ No Certifiers Name Clyde O. McNeal License Number 2883 Title Registered Professional Surveyor Company Name TARGET SURVEYING, LLC Address 6250 N Military Trl #102 City West Palm Beach State FL ZIP Code 33407 Signature Date 2/14/2013 Telephone (561)640 -4800 FEMA Form .M86 -0 3 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 , (183705) 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 100TH 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) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments ELEVATIONS IN SECTION C2 -E ARE ELEVATIONS OF A/C SLAB. FIELD WORK COMPLETED 1/7/2013. REVISED 2/14 /2013. Signature Date 2/14/2013 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, crawlspace, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and /or 9 (see pages 8-9 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 Certcate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 —G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 —G10) 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: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet ❑ meters Datum _ ❑ feet ❑ meters Datum _ ❑ feet ❑ meters Datum Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. (183705) IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1249 NE 100T1-1 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 2 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT VIEW SIDE VIEW FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. k!1I-5,oLM inspection Number: INSP - 185066 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: RC -5 -11 -858 Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND COVER PATIO ADDITION Infractlo Passed Comments INSPECTOR COMMENTS False Passed Inspector Comments Provide a signed and sealed copy. The net area of open permanent flood openings must be one square inch per one square foot of crawlspace. The elevation certificate is incomplete per notes that no access was provided. STOPPED REVIEW Failed ' Correction Needed Re- Inspection 1 Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 February 13, 2013 Page 1 of 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 185066 Permit Number: RC -5 -11 -858 Scheduled Inspection Date: February 04, 2013 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: F. Elevation Certificate Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed t9 _ 4I f Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 01, 2013 For Inspections please call: (305)762 -4949 Page 39 of 45 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program Important: Read the instructions on pages 1 -9. ELEVATION CERTIFICATE OMB No. 1660 -0008 Expiration Date: July 31, 2015 183705 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name SERGIO D. SOTOLONGO A2. Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1249 NE 100TH STREET FOR INSURANCE COMPANY USE Policy Number: Company NAICNumber: City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 25°52'03.41"N Long. 80 °10'19.70'W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2339 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade 6 c) Total net area of flood openings in A8.b 1980 sq in d) Engineered flood openings? ❑ Yes ® No Horizontal Datum: ❑ NAD 1927 ® NAD 1983 to obtain flood insurance. A9. For a building with an attached garage: a) Square footage of attached garage 700 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 3 c) Total net area of flood openings in A9.b 844 sq in d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 120265 VILLAGE OF MIAMI SHORES B2. County Name MIAMI -DADE B3. State Florida B4. Map/Panel Number 0306 B5. Suffix L B6. FIRM Index Date 9/11/2009 B7. FIRM Panel Effective/Revised Date 9/11/2009 B8. Flood Zone(s) X/AE B9. Base Flood Elevation(s) (Zone AO, use base flood depth) 8 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ►5 FIRM ❑ Community Determined ❑ Other /Source: _ B11. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes e 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 -h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: B-62 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a) through h) below. =' NGVD 1929 ❑ NAVD 1988 ❑ Other /Source: _ Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawlspace, 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 and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 7.0 9.3 N/A 6.8 Elk 6.7 Z�. N/A Check the measurement used. ® feet feet ® feet ® feet ® feet ® feet feet ® feet ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name Clyde 0. McNeal License Number 2883 Title Registered Professional Surveyor Company Name TARGET SURVEYING, LLC Address 6250 N Military Trail #102 City West Palm Beach State FL ZIP Code 33407 Signature .� Date 1/7/2013 Telephone (561)640 -4800 FEMA Form 086 -0-33 (7/12) See reverse side for continuation. Replaces all previous editions. r—r i •-■ ■ w.• vra••as ••..••• r, rr`anv- (483705). 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 100TH 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) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments GARAGE SQUARE FOOTAGE IS ROUNDED TO THE NEAREST 100 SQUARE FEET. ACCESS UNAVAILABLE. ELEVATIONS IN SECTION C2 -E ARE ELEVATIONS OF NC SLAB. Signatu Date 1/7/2013 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. E1. 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, crawlspace, or enclosure) is _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is . ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 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 11 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 —G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4 —G10) 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: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet ❑ meters Datum _ ❑ feet ❑ meters Datum _ ❑ feet ❑ meters Datum _ Local Official's Name Community Name Signature Comments Title Telephone Date ❑ Check here if attachments. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. (183705) IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and /or Bldg. No.) or P.O. Route and Box No. 1249 NE 100TH 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 2 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FEMA Form 086 -0 -33 (7/12) Replaces all previous editions. 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 Permit Type: BUILDING JOB ADDRESS: /24q City: Miami Shores County: Miami Dade Zip: 3 S 1 5? . Folio/Parcel #: Is the Building Historically Designated: Yes NO t/ Flood Zone: Permit No. Master Permit No. est.: ._...oeeevee FBC 20 ROOFING OWNER: Name (Fee Si Address: D( 11 • le Titlehglder): Ica g67lax -9 Phon G<? 3019% . 2.7 )3f. 006- /(a 7/ City: State: Zip: Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: kler I- 4..Dts Phone #: Address: City: State: Zip: Qualifier Name: State Contac' le °" Email Address: DESIG E ngineer: Phone#: n o Regisfration.#. Phone#: eat Certificate of Competency #: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition Description of Work: Potoo DAlteration ICIPAITZ vtuom,i-wimrerfirma 1 lip Color thru tile: New ORepair/Replace cv�i .S g D.00 Demolition *****, x****** ********** ***+x******** **x ***F ******* ** ******* *+ x**** ********************** Submittal Fee $ Permit Fee $ /, ) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ /441 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 FI.F.CTRICAL 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 bind a reinspection fee will be charged. Signature C�j(IJ- " / Signature Owner oi` Agent The f - :o'.- : instrument was ac . • wledged bef day. who produced s identification and who did take an oath. NOTARY P LIC: Sign: Print: My Commission Expires: CUBtLLOS State of Florida • Comm Eapir "S Sep 23. 2015 Bonded Through National Notary Assn. 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: Sign: Print: - My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Zoning Structural Review Clerk (Revised 3 /12%2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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 "375" Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -13, titled "Series -375 Alum. Horiz. Rolling Wdw. (L.M.I.) ", sheets 1 through 16 of 16, dated 02/27/09, prepared by Al- Farooq Corporation, with the latest revision "A" date 1/06/12, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product ision stamp with the Notice of Acceptance number and Expiration date by the Miami - D Pratt Control Section. RATING: Large Missile Impact Resistant. ites wider than 36" shall have two setting blocks and anti -Lift devises per FBC MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www.miamltlade.aov /pera/ i uni ., hall bear a permanent label with the manufacturer's name or logo, city, state, ollow n statement: "Miami -Dade County Product Control Approved" unless otherwise AL 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. m,RMINATION of this NOA will occur after the expiraticn,d4te, or if there has been a revision or change in the materials, use, and/or manufacture of the prod c 'pr't�cessk Misuse of this NOA as an endorsement of any product, for sales, advertising or ate thi* uiposts . shall uto Ily terminate this NOA. Failure to comply with any section of thi l da`ll'tie cause for terwinat and moval of NOA. ADVERTISEMENT: The N ntrier ceded lby' he words Miami -Dade County, Florida, and followed by the expiration date ia�y- sayer in advertising literature. If any portion of the NOA is displayed, then it shall be done in iirefy. 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 No. 09-0402.20 and consists of this page 1, evidence pages E-1 and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. NOA No. 12 -0214.08 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09- 0402.20) 2. Drawing No. W09 -13, titled "Series -375 Alum. Horiz. Rolling Wdw. (L.M.I.) ", sheets 1 through 16 of 16, dated 02/27/09, prepared by Al Farooq Corporation, with the latest revision "A" dated 01/6/12, signed and sealed by Javad Ahmad, P. E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Small Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 6) Forced Entry Test, Type "A A" horizontal sliding window, Grade 10, per FBC 2411 3.2.1, TAS 202 -94, per ASTM F 588- 04, AAMA 1302.5 -04 and CAWM 301 --04 along with marked -up drawings and installation diagram of aluminum horizontal sliding windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080- 0907 -08, dated 12/18/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 09- 0402.20) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 02/01/12, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04/ 09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass? Interlayer" dated 05/26/2010, expiring on 01/14/17. 2. Notice of Acceptance No. 08-0520.08 issued to Solutia Inc. for their "Solutia Vanceva" composite interlayer" dated, expiring on 12/11/13. Jaime D. Gascon, P. . Product Control Section Supervisor NOA No. 12-0214.08 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010, dated 12/22/11, signed and sealed by Javad Ahmad, P. E. 2. Testing Proposal No. 07 -3069 (Revised), dated 01/18/09, issued by Miami —Dade County — Product Control, signed by Manuel Perez, P. E. (Submitted under previous NOA No. 09-0402.20) 3. Laboratory compliance letters for Test Report No. HTL- 0080- -0907 -08, issued by Hurricane Test Laboratory, LLC, dated 12/18/08, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA No. 09- 0402.20) G. OTHERS 1. Notice of Acceptance No. 09- 0402.20, issued to CGI Windows & Doors for their "Series 375 Aluminum Horizontal Sliding Window — L.M.I. ", approved on 06/10/09 and expiring on 06/10/14. Jaime D. Gascon, Pl. E. Product Control Section Supervisor NOA No. 12- 0214.08 Expiration Date: June 10, 2014 Approval Date: May 03, 2012 E -2 GLASS TYPES 1/8° ANN. GLASS 075 VANCEVA STORMGLASS INTERLAYERS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' I /8" ANN. GLASS 5 /18" NOMINAL GLASS TYPE '1' 3/16" ANN. GLASS .075 VANCEVA STORMGLASS ERAYERS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' SILICONE GE -1200 DOW 998 DIN 899 3/18" ANN. GLASS 41110 MIL 1 7/16" NOMINAL GLASS TYPE '3' 3/18" ANN. GLASS AN SPACE 1/8" HEAT STREN'D GLASS .075 VANCEVA STORMGLASS INTERLAYERS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' T . /8° HEAT STREW° GLASS SILICONE GE -1200 DOW 995 DOW 899 1/8° HEAT STREN'D GLASS .075 YANCEVA STORMGLASS INTERLAYERS BY 'SOLUTIA' .090 SENTRYGLAS BY 'DUPONT' 1/8° HEAT STREN'D GLASS 5 /18" NOMINAL GLASS TYPE '2' 3/18° ANN. GLASS AIR SPACE 1/8" ANN. GLASS SILICONE 5E -1200 DOW 995 DDW 899 .075 VANCEVA STORMGLASS INTERLAYERS _[ ay 'SOLUTIA' L .090 SENTRYGLAS BY 'DUPONT' 1 /8" ANN. GLASS 13/18" INSULATED GLASS TYPE '5' SILICONE GE-1200 DOW 995 DOW 899 AIR SPACE CONSISTING OF; SPACER METAL SPACER AROUND THE PERIMETER OF THE GLASS. 13/18" INSULATED GLASS TYPE '4' SILICONE GE -1200 DOW 995 DOW 899 111° 37 1/2" VENT WIDTH 33" D.40. (MS TYPES 1 & 2) I T 1 WINDOW WIDTH 32 1/2" D.LA. 10LS TYPES 3, 4 & 5)" 1 Q 1 32 1/2" 5.1.0. (G15 TYPES 3. 4 & 5) J.8• - I -1 I J 1, J II II II O _ =T = = i = it II X=311 ::1Lr -- 4r"- 11 II II " II 11 II II II II II II q 0 15 — N 10 8 to — — 1 II IF O N I II *II z::1rt,Jt:: `-7r -" II II II D II II 11 II II II II 0 1 I 11 = =ii= II t1 II II == =�t 11 Oil - --Ir-- II II II II i II II II 11 1 H =_ D G INSTRUCTIONS FOR USING CAPACITY CHARTS: STEP 1 STEP 2 STEP 3 STEP DETERMINE THE REQUIRED DESIGN PRESSURES FOR A GIVEN WINDOW OPENING. DETERMINE THE CAPACITY OF THE WINDOW SIZE /CONFIGURATION /GLASS TYPE FROM CHARTS ON SHEETS 5 AND 7. FOR NSTALATON ANCHOR TYPES SEE SHEETS 6 & & IF ALUMINUM BUCKS ARE USED, VERIFY THE BUCK INSTAUATION CAPACITY FROM SHEETS 14 & 15. FOR UNCUPPED MULLED WINDOWS DETERMINE MIILUON CAPACITY FOR 194 TUBE FROM CHARTS ON SHEET 12. STEP @ FOR MUWON ANCHOR CAPACITY SEE CHART ON SHEET 13. THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN PRESSURES OBTAINED FROM STEP 4. NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAOS 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 CONDRWNS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMRED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CO0E SECTION 2003.8.4. 1 1 SURFACE APPLIED FALSE MUNTINS OPTIONAL TYPICAL TEST ELEVATION 8° MAX. TP. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Ems; ../AV AH,MAO .•FLA PE ‘7 0592 0 *31 38 to i 3 0 13 1 0 PRAAUCTRBVISBD 85QMapIying Walt the Merida 12- * i4.OS� rTT ,.0.47107l' • /4- 1 drawing no. W09 -13 sheet 1 of 16) VENT WIDTH 2 1/4' OLD. 2 1/4' GENERAL WINDOW SECTIONS FLANGE FRAME VENT VIDTH GLAZING AT 2 1/2' D.L.O. 2 1/2' GLASS TYPES 4 &a Optional Aluminum Reinforcing Optional Aluminum Reinforcing EXTERIQR EXTERIOR VINDDV WIDTH WINDOW WIDTH Standard 12 PSF Sill r. . , M; AVIt6AD� CNIL M PE 70892 CAN. 3D, GLASS TYPES 1 & 2 GLASS TYPES 3, 4, & 5 &Itam[Dsde Product Control drawing no. W09 -13 sheet 2 of 16) VENT WIDTH GENERAL WINDOW SECTIONS EQUAL LEG FRAME, GLAZING AT GLASS TYPES 4 & 5 Optional Aluminum Reinforcing O Standard 12 PSF Sill Optional 18 PSF Waterbar GLASS TYPES 1 Sc 2 GLASS TYPES 3, 4, & 5 EnOr. JAVA0 ANNAD . CIVIL • • FA. PE '. 705632 • CAN, {,MIS PR®TUCYWMSUU as complying with ILe Rloiida Acceptance IZ- 0214.08 taunt : , Product c txol S 8 drawing no. W09 -13 sheet 3 of 16) sheet 4 of 16) CGI -650 FLANGE FRAME HEAD 6063 -T8 001 -656 EQUAL LEG FRAME HEAD 6063 -T6 3.68 CGI -651 FLANGE FRAME SILL 6063 -76 CGI -657 EQUAL LEG FRAME SILL 6063 -76 ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER REMARKS 1 001 -9140 2 TIE DOWN BLOCK ZINC CUSTOM CASTING) q �H Sig to w7& WI Fg18O z i' H SM9 tnio0t 2 001 -684 2 ROLLER TRACK INSERT PVC COI EXTRUSION Cantnous of frame 410 3 COI -880 AS RECD. QUAD ROLLER NYLON CUSTOM CASTING Atm a )I x to I- ° { alp) 4 C01 -883 3 WATERBAR CUP NYLON CUSTOM CASTING SMS (1) i P1 S MS S 001 -8129 1/ IN1862< INTERLOCK SNUBBER PVC CGI EXTRUSION ConUnouaat interlock 8 C01 -881 V ni,R VENT END CUP NYLON CUSTOM CASTING Attached w/ vent aesembty mews 7 CO1 -685 2 OPERABLE VENT BOTTOM COP NYLON CUSTOM CASTING Attached w/ vent assembly screws 8 C01 -38216 AS REQ2. VINYL BULB WIC OM EXTRUSION 8 WCp2301NG AS MOD. WOOL FILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB /SCHLEGEL 10 & g6j'aP 1 EGRESS RACK AND PULL ZINC CUSTOM CASTING w/ (2) 98 x 5 /6° FH SMS 11 -F8t8O2 C0xtEP1� 1 SELF CLOSING LOCK ZINC CUSTOM CASTING w / (2) 98 x 5/8" FR SMS 12 WE ER 3 OR 4 WEEP HOLE COVER NYLON FEp 13 - 3/ CORNER FRAME ASSEMBLY SCREWS 5/S VARIES 910 x 1 1/4° PH SUS 14 - 2/ CORNER VENT ASSEMBLY SCREWS S/S VARIES 910 x 1 1/4° PH SMS 15 GE -2000 AS RECD. LOW MODULUS SP0TANT SILICONE GENERAL ELECTRIC AT FRAME JOINTS 18 C01 -886 AS REDD. ACCESS HOLE COVER (w/DRFNN PROVISION) NYLON CUSTOM CASTING deltanae 1 at each SID Instal. screw 17 - AS 8000. WATERBAR SCREWS AT 25° 0.0. MAX. S/S VARIES 98 X 1/4° PH SMS CGI -652 FLANGE FRAME JAMB 606.3-T6 CGI -658 EQUAL LEG FRAME JAMB 6063 -76 001 -655 REINFORCEMENT 6063 -T6 1.831 1- CGI -654 SCREEN ADAPTOR 6063 -T5 7 1639 CGI -625 SQUARE LOCK STILE 6063 -76 CGI -626 SQUARE FIXED INTERLOCK 6063 -76 2.507 1.632 CGt -627 SQUARE OPERABLE INTERLOCK 6063 -T6 COI -628 SQUARE TOP /BOTTOM RAIL 6063 -T6 CGI -630 7/16° GLAZING BEAD 6063 -76 .554 .075-11- 001-653 WATERBAR 6063 -75 250 L _562 -1 CGI -604 OGEE LOCK STILE 6063 -T6 COI -605 OGEE FIXED INTERLOCK 6063 -T6 002 -606 OGEE OPERABLE INTERLOCK 6063 -T6 CGI -607 OGEE TOP /BOTTOM RAIL 6063 -T8 001 -629 IO GLAZING BEAD 6083 -T6 �A5001 LLJ �u 001 -609 15 1c1 5/16" GLAZING BEAD Litt 6063 -T5 • Enact JAAD0 ANNA • 9A P* 9.70892 i 1 2012 easpin3vaitEthe TRodde 12- 021 • Miami Dade Control •!1/lbl �y..0 0 fi m 0 8 8 0 drowing no. W09 -13 WINDOW DIMS. INFERLOISI9 WITHOUT REINFORCING INT921AC20 WITH REINFORCING WINDOW DIMS. 11*725LOCHS WITHOUT REINFORCING INT2RIACE8 IRTE REINFORCING 4 Vl c� ; p % O U GLASS TYPE 1 GLASS TYPE 4 GLASS TYPES 2. 5 5 6 GLASS TYPE 2 GLASS TYPE 9 GLASS TYPE 6 GLASS TYPE I GLASS TYPE 4 GLASS TYPES 2, 9 5 6 GLASS TYPE 2 CLASS TYPE 5 GLASS TYPE 5 WIDTH 921010 WIDTH 921097 2 PANEL 3 PANEL EXT.( +) 9*T.( -) OH.(+) OVT.( -) 2'X0.( +) INT.( -) EXT.( +) oo.( -) EXT.(+) IM.( -) (30..(+) INT.( -) 2 P A N E L 3 PANEL, EXT.( +) INT.( -) EXT.( +) 1NT4-) EXT.( +) INT.(-) EXT.( +) OH.( -) EXT.( +) INT,(-) IXL( +) INT.( -) AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI, FLORIDA33174 TEL (305) 2648100 FAX. (306) 26276 35" 42' 48" 54' 80° 86' 73" 78" 84' 54' 63' 72' 81' 90` 89' 108" 117" 128' 35" 120.0 110.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 25 -1/2' 37' 53 -1/8° 74° 79 -1/2° 108 -1/4" 39 -3/4° 55 -1/2° 79 -11/18 111" 119 -1/4° 159 -3/8° 30 -3/8" 120.0 150.0 120.0 150.0 120.0 150.0 120,0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150,0 120.0 150.0 120.0 150.0 120.0 150.0 1209 150.0 120.0 150.0 120.0 180.0 120.0 180.0 120,0 180.0 120,0 150.0 120.0 150,0 120.0 150.0 120.0 1500 120.0 150.0 120.0 150.0 120.0 150.0 120.0 180.0 120.0 180.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 1200 150.0 120.0 150.0 120.0 150.0 120.0 150.0 1290 1590 120.0 131,8 120.0 144.7 120.0 180.0 120.0 180.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 180.0 120.0 150.0 120.0 150.0 120.0 120.2 120.0 134.1 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150,0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 80.7 80.7 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 145.2 120.0 150.0 120.0 180.0 120,0 150.0 120.0 150.0 120.0 150.0 28 -1/2" 37' 53 -1/8` 74' 79 -1/2' 108 -1/4" 39 -3/4° 55 -1/2" 79- 11/18' 111" 119 -1/4° 158 -3/8' 9/8 120.0 180.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 130.6 120.0 148.7 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 139.0 120.0 139.0 120.0 150.0 120,0 150.0 120.0 150.0 120.0 150.0 118.3 118.3 120.0 131.9 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 107.2 107.2 1072 107.2 1200 150.0 120.0 150.0 120.0 150.0 120.0 1500 or 42' 48" 54* 60" 96• 72' 78" 84' 54' 63" 72' 81' 90° 99° 108" 117" 128' 48° 120.0 150.0 120.0 150.0 120.0 189.0 120.0 150.0 120.0 150.0 120.0 150.0 85.0 85.0 85.0 859 100.0 100.0 120.0 120.0 120.0 1200 120.0 120.0 120,0 135.1 120.0 135.1 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 83.2 83.2 85.0 85.0 100.0 100.0 120.0 120.0 120.0 129.0 120,0 120.0 120.0 123.1 120.0 123.1 120.0 150.0 120.0 150.0 120.0 150.0 120.0 190.0 600 86.0 73.8 735 100.0 100.0 120.0 1204 107.8 107.6 120.0 120.0 114.2 114.2 1142 1142 120.0 150.0 120.0 150.0 120.0 190.0 120.0 150.0 28 -1/2" 37° 53 -1/8' 74' 79 -1/2' 39 -3/4" 55 -1/2" 79-11/18' tit' 119 -1/4' 63 120.0 142.4 120.0 142.4 120.0 150.0 120.0 160.0 1200 150.0 120.0 180.0 107.4 107,4 107.4 107.4 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 107.0 107.0 107.0 107.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 102.3 1023 102.3 102,3 1209 150.0 120.0 150.0 120.0 150.0 120.0 1500.0 50.5 805 10,5 80.8 120.0 120.8 120.0 150.0 120.0 150.0 120.0 150,0 98.5 95,5 98.5 98.5 120.0 147.7 120.0 150.0 120.0 150.0 120.0 150.0 84.8 64.6 84.8 64.8 9159 98.9 120.0 120.0 118.3 1183 120.0 120.0 85.0 85.0 85,0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 82.1 62.1 82.1 62.1 93.1 53.1 120.0 120.0 110.4 110.4 120,0 120.0 '-' 83.9 83.8 85.0 85.0 100.0 100.0 120.0 120.0 120.0 129.0 120.0 120.0 28 -1/2' 37' 83 -1/8' 74° 39 -3/4° 55 -1/2" 79- 11/18' 111" 72` 120.0 122.8 120.0 1229 120.0 150.0 120.0 190.0 120.0 150.0 120.0 150.0 CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 TEL (305) 593 -6590 FAX (305) 593 -6592 36' 42" 48" 54" 50' 88' 72' 78' 84" 54' 83° 72° 81' 90° 99" we 117" 126" 94" 1200 131.3 120.0 1313 120.0 150.0 1204 150.0 120.0 150.0 120.0 1500 91.6 91.8 91.6 91.8 120.0 1379 120.0 150.0 120.0 150.0 120.0 150.0 118.4 116.4 110.4 1104 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 88.2 88.2 882 882 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 1059 1059 105.5 105.5 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 53.7 53.7 53.7 53,7 80.8 80.8 107.5 1079 1039 103.9 1079 1079 97.3 973 97.3 97.3 120.0 1459 120.0 150.0 120.0 150.0 120.0 150.0 26-1/2' 37" 53 -1/8" 74° 38 -3/4° 85 -1/2" 79- 11/16' 111" 78' 1157 115.7 115.7 115.7 120.0 150.0 120.0 150.0 1204 1500 1204 150.0 90.9 90.9 90.9 90.9 120.0 1304 120.0 150.0 120.0 150.0 120.0 150.0 86.1 85.1 88.1 86.1 120.0 1292 120.0 150.0 120.0 150.0 120.0 150.0 86.0 860. 88.0 88.0 120.0 1258 120.0 150.0 120,0 1500 120.0 150.0 83.9 83.9 63.9 53.9 959 959 120.0 120.0 120.0 120.0 120.0 120.0 82.1 82.1 821 82.1 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 5000 50.0 50.0 50.0 75.0 75.0 100.0 100.0 988 989 100.0 100.0 78.6 78.6 79.1 79.1 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 741 74.8 78.7 78.7 100,0 1000 1250 120.0 120.0 120.0 120.0 120.0 38" 42" 48" 64° 60° 86° 72° 78" 84' 54' 63` 72` 81' 90' 99' 1e8` 117" 126' 60" 1159 1159 115.9 1119 120.0 1604 120.0 150.0 120.0 150.0 1204 150.0 102.3 1023 102.3 1023 120.5 - 1550 120.0 150.0 120.0 150.0 120,0 150.0 PERFORMANCE VALUES 923 923 92.3 923 120,0 138.5 120.0 150.0 120.0 150.0 120.0 150,0 q'� EQUAL PANELS �k 9 • 'aJ° 84.7 94.7 84.7 8.1.7 1204 127.1 120.0 150.0 120.0 150.0 120.0 150.0 �y 769 789 788 788 118.2 1182 120.0 1500 1204 1910 120.0 180.0 74.1 74.1 74.1 74.1 100.0 100.0 120,0 120.0 120.0 120.0 120.0 120.0 WINDOW WIDTH WINDOW WIOTfi 51 voluea shown are Design PSF (Pounds Per Square Foot) VALUES FOR EXTERIOR LOADS( +) SHOWN ARE FOR SILL WITH WATETTBAR ADAPTER FOR WINDOWS WITHOUT WATERS AR ADAPTER LOdR EXTERIOR( +) !.0.008 i0 80.0 PSF 700. 704 704 704 1010 1000 120.0 1210 1200 1210 120.0 1210 873 673 873 673 100.0 1000 120.0 120.0 117.7 117.7 1204 1210 O % © 1�2 j�. © 1/2 \�\ ;`\ 1 f 2 \k 1 /2 C p C 0 a C Fj A }i 4l 845 644 644 849 924 924 1204 1210 110.6 1818 1210 1204 or 42' 48° 54` 60' 89" 72" 78' 84' 54' 83' 72° 81" 90' 99' for 117' 128° 68° 1017 103.7 1017 103.7 1210 1510 1204 150.0 1204 150.0 1210 150.0 913 913 81.3 91.3 120.0 138.9 120.0 150.0 120.0 150.0 120.0 1504 621 82.1 82.1 82.1 120.0 123.1 120.0 180.0 120.0 1$OA 1209 150.0 75.0 750 75.0 75.0 112.6 112.8 120.0 180.0 120.0 150.0 120.0 150.0 89.5 89,5 89.5 905 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 69.1 65.1 53.1 65.1 97.7 97.7 120.0 120.0 120.0 120.0 120.0 120.0 81.6 81.8 81.8 61.6 92.3 923 120.0 120.0 118.7 118.7 1204 120.0 58.7 58.7 58.7 58.7 88.0 88.0 1173 117.3 107,3 1073 1173 1173 X 0 0 X 901E: 563 58.3 58.3 553 54.4 84.4 112.8 1126 100.8 100.9 112,6 112.6 > Jj 38" 42• 48" 54" 60" 88' 72' 78" 54" 93" 72° 81" 90• 99' 108' 117' 72" 93.8 93.8 939 93.8 1200 140.7 120.0 150.0 120.0 150.0 120.0 1909 82.4 82,4 82.4 624 120.0 1239 120.0 150.7 120.0 160.7 120.0 150.0 r-�� GLASS CAPACITIES ON THIS SHEET ARE Fir=== 1 BASED ASTM 21300 -02/04 (3 SEC. GUSTS) 5 y .5 p ,% 0 " ii S 73.9 73.9 73.9 73.9 1,08 1109 1300. 147.7 120.0 147.7 120.0 147.7 0 "� .y AND FLORIDA HUIIAIN° COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 WINDOW WIDTH 873 873 673 87.3 100,0 100.0 120.0 120,0 1200 120.0 120.0 120.0 i' c a 62.2 62.2 62.2 82.2 933 933 120.0 120.0 120.0 1200 120.0 120.0 MAXIMUM VENT.SIEE,IS 18.7 S0. FT. 58.1 58.1 58.1 88.1 821 87.1 1162 118.2 1162 118.2 116.2 116.2 ;.., n -, 1 g ,--. 1 • ,I 54.7 84.7 54.7 54.7 82.1 82.1 109.4 109.4 1079 107.5 109.4 109.4 " O 0, ii © 1/3 ii 1/3 �1, ii ® 1/3 AND MNOMIIM VENT HOOK 15 71 11/18" 52.0 52.0 52.0 52.0 77.9 77.9 103.9 103.9 98.2 982 103.9 103.9 "REVERSED '�nqr. JAVAO AFBdAO FLA. 70882 CAN., 38 ' 12 : 1 PRb'D1tPC1'Rr;1rTESt3 6805lOpIylfgWhS the Florida 2- .2 i 38' 42' 48' 54" 80° 88' 72' 54' 83° 72' 61' 80° 99' 108' 78' 882 88.2 882 88.2 120.0 132.3 120.0 150.0 120.0 1500 1200 150.0 77.3 773 77.3 773 118.0 1100 120.0 160.0 120.0 1605 120.0 180.0 093 893 693 69.3 1004 1000 1200 120.0 1200 120.0 1204 120.0 83.0 63.0 63.0 63.0 94.8 94.8 120.0 120.0 120.0 120.0 120.0 120.0 58.1 58.1 58.1 58.1 87.2 872 1163 1103 1163 116.3 116.3 1163 �a 08I5o 1 7" 0 A./ `:.,' �,. • ' /' i SY 1- °-- t j droving no. W09 -13 54.2 54.2 542 54.2 813 81.3 108.4 1054 105.4 108.4 108.4 108.4 50.8 508 50.9 50.9 78.4 78.4 101.7 101.7 101.9 101.9 101.9 101.9 x 0 X .dtC Miami)) ° Product cl Control sheet 5 of 16 COMP- ANL \W09 -1=1 111140074 DIMS. ANCHORS TYPE 'A' ANCHORS TYPE "H' ANCHORS TYPE 'C' 741140011 01818 TYPE ANCHORS 'A' TYPE 'A' ANCHORS TYPE '8" ANCHORS TYPE 'C' WINDOW WIDTH 741140074 WIDTH 1 1 I I I ' ' WIDTH H50HT EXT. (+) WT. ( -) 591 (4) INT. ( -) E70. ( +) INT. ( -) M10TH HEWGAT EXT. ( +) INT. 1-) Err. (4) In ( -) EM. ( +) INT. ( -) 2 PANEL 3 PANEL 2 PANEL 3 PANEL �-+� . '-`-✓ .0 1/2 /, /j // 1/2 g _ - " 1 � .0 1/3 I � .� 1/3 I ' / p 1/3 - X01 _ - t 0 t O 0 O. 6j �t 6 LL (� 3 h qqq /ay 7� {� l n }j 0 1p ,74$8 Z 4' g rg 1p 5 i8+ „J t+� a t�' ' 38" 42" 48" 94° 80° 68' 72' 78° 84" 54` 83" 72' 81° 90` 99° 108° 11Y 108" 39• 150.0 150.0 150.0 28 -1/2" 37" 53 -1/8° 74• 79 -1/2` 108 -1/4" 39 -3/4" 55 -1 /2" 79- 11/18'38 111° 119 -1/4' 159 -3 /8" -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 180.0 150.0 150.0 190.0 150.0 180.0 137.9 180.0 750.0 144.8 150.0 180.0 99.0 150.0 150.0 130.1 150.0 150.0 92.1 150.0 180.0 118.3 150,0 150.0 88,9 120.0 120.0 N 108.4 150.0 150.0 28 -1 /2" 37" 53 -1 /8" 74" 79 -1/2° 108 -1/4" 39 -3/4" 58 -1/2° 78- 11/16° 111° 119 -1/4` 159 -3/8" 190.0 150.0 1560 100.1 190.0 150.0 180.0 150.0 180.0 MAX. 93.0 180,0 150.0 104.5 150.0 150.0 , ANCHORS TYPE , , 'A' , 7 36' 42" 48" 54• 80" 88" 72" 78" 84" 54" 83• 72° 81" 90" 99" 108' 117° 128" 48" 150.0 180.0 150.0 75.0 .120.0 120.0 28' MAX. 6" 139.4 150.0 150.0 69.8 120.0 120.0 122.0 150.0 190.0 52.3 104.5 1260 108.4 180.0 180.0 8.8-1 /2' 37" 53 -1 /8" 74' 79 -1/2" 38 -314• 85 -1 /2' 79- 11/18' 111" 116 -1/4" 190.0 isao 150.0 2 ANCHORS 28" MAX. AT MTG. STILE SPACING BETWEEN ANCItORS ENDS 87.8 150.0 180.0 120.8 150.0 190.0 88.7 150.0 180.0 84.0 190.0 150.0 81.3 150,0 150.0 80.3 120.0 120.0 75.1 120.0 120.0 58.1 112.2 120.0 YANDOW WIDTH 11 'I ' 580m I 11 " II '1 89.7 - 120.0 120.0 28 -1/2' 53-18' / 74° 39 -3/4" 79- 11/18 / 111' ° 147.3 150.0 150.0 CGI WINDOWS & DOORS 10700 N.W. 25TH STREET DORAL, FL 33172 TEL (305) 593 -6590 F.X. (305) 593 -8592 42° 48° 80• 68" 72" 79" 84" 83" 72° 90" 89° 108" 117" *28• 54" 105.5 5 120.0 120.0 1 /2 1/2 •- - - �-�I� '--a/ 1 /3 ` t /3 I 0 1 /3 123.9 190.0 150.0 71 120.0 120.0 d g 108.4 150.0 150.0 52.8 105.5 120.0 2 37" 2° 93 -1/8° 74° 85 -37/2` 79- 11/18° 111" 78° 6 _ --��[[ , t�bl i MAX. 88.8 190 0 150.0 100.0 190.0 190.0 78.9 150.0 150.0 89.8 120.0 120.0 72.3 120.0 120.0 50.0 100.4 *20.0 68.7 120.0 120.0 82.0 120.0 120.0 38" 42" 48• 54° 60" 88" 72" 78" 84° 64' 82" 72" 81" 90" 98" 108° 117' 128" 50' 130.1 150.0 150.0 , II II , ANCHORS TYPE ,. u ill II 1 1._ 6' 111.5 180.0 150.0 14' 97.8 780.0 780.0 24' MAX. 88.8 150.0 150,0 'B' 4 78.1 150.0 150.0 4 ANCHORS 24" MAX. WINDOW WIDTH AT 14T0. STILE SPACING BETWEEN ANCHORS ENOS WINDOW WIDTH 71.0 120.0 120.0 85.1 120.0 120.0 80.1 120.0 120.0 55.8 111.5 120.0 1 IHilII 38" 42" 48° 84` 80" 88' 72" 78" 84' s4• 63" 72° St° 80• 89" 108" 117' 128" 68" 718.2 150.0 150. I 1' 1' 1 11 ' .' ' - - 101.4 150.0 150.0 r ' ■ , ' 88.7 180,0 150.0 - - b j %/ 1/2 1/2 - - r'� ��/ % 1/3 �i 9/3 /� �� 1/3 78.9 1960 190.0 71.0 120.0 120.0 64.9 120.0 120.0 59.2 118.3 *20.0 94.6 1092 *20.0 80.7 101.4 t 1� i 1""' 36° 42" 48° s4" for BB" 72" 78" 58.` 83" 72' 81° 90• 99` 108° 117" 72" toaa 159.0 * 00.0 190.0 93.0 190.0 130.0 ■ L,I�'�" j[+i . X1.1. 81.3 1$0.0 180.0 1 , II II 1 tq' 6' MAX 78..3 120.0 120.0 _ L'',1 12° MAX, 85.1 120.0 200 59.2 542 118.3 108.4 120.0 120.0 ANCHORS TYPE 'C' ` $ 1 yg� �� 1 ' 4 ANCHORS AT UPI STILE ENDS 12" MAX. SPACING BETWEEN ANCHORS ••,. 80.1 700.1 120.0 - NOTE: ANCHOR SPACING TO BE AS LISTED ABOVE • ' Env. JA00 5141180 0001 FLA PE OA:N. t7380592 1 e... '�' C I'1 2012 Ogyoi0p1y10gW](p7h011107']t�l AC9013Mt1C9 1A • 14. 38" 42" 48' 54" 80" 66' 72" 54° 83" 72° 81' 90" 99• toe° TB" 102.7 150.0 150.0 861 150.0 1500 77.1 120.0 120.0 88.5 f 205 120.0 81.5 izOA 720.0 1 7 drawing 00. W09 -'j 3 58.0 112.1 120.0 Ex „ „'` „, 4,,`14.' :74.1; k,• J $1.4 102.7 I200 1/2" MAX. SHIM SPACE FOR EQUAL LEG FRAMES ONLY 1, /pro46*0Conuoi (sheet 6 of 16) WINDOW DIMS ANCHORS TYPE 'A' ANCHORS TYPE '9' ANCHORS TYPE '0' WINDOW DIMS ANCHORS TYPE 'A' ANCHORS TYPE 'R' ANCHORS TYPE 'C' WINDOW WIDTH WINDOW WIDTH 1 1 1 1 t ' I I t 1 1 VADTH 60*0 fT EXT. (+) INT. (-•) EXT. (+) INT. ( -) EXT. (+) INT. (-) MOTH 102117 EXT. (+) INT. ( -) EXT. (+) INT. ( -) EXT. (+) NT. ( -) 2 PANEL 3 PANEL 2 PANEL 3 PANEL pp 2 61 7!2 �/ 1/2 x /� j 1/3 r . j 1/3 • 1/3 -A- �� z Q�` `_l' }irA! rO,{ GS1 1 Q,' O LL A g n Gi Q W �Zy p¢ i p 9. 4M O 0 '� "' Cr (Lr g,y" i:, _L' 7p s M i0.` 38" 42" 48' 54• �• 86" 72" 78° 84" 84• 63' 72° 81" 90' 99" 108• 117° 126" 38• 180,0 180.0 160.0 26 -1/2° 3r 53 -1/8" 74" 79 -1 /2" 108 -1/4" 39 -3/4° 56 -1/2• 79- 11/78'38 171` 119 -1/4` 159 -3/8" 3/8° 180.0 180.0 180.0 180.0 180.0 180.0 180.0 1602 180.0 180.0 160.0 166.0 136.7 180.0 160.0 143.4 160.0 180.0 982 180.0 150.0 129.1 160.0 150.0 91.2 180.0 780.0 117.3 150.0 180.0 88.4 120.0 1202 107.8 180,0 150.0 7.8 -1 /a• 37' 53 -1/8" 74" 79 -1 /2" 108 -1/4' 39 -3/4• 86 -1/2" 79- 71/18"50_6 111" 119-1/4" 159 -3/8° /8° 180.0 180.0 180.0 99.3 150.0 150.0 148.8 180.0 92.2 180.0 150.0 103.7 150.0 150.0 IAA ' 1 1 e ANCHORS TYPE ' , 'A' ' 19 -dl , 6' 38°' 42° 48" 54 80" 86" 72" 78" 84" 84" 63" 72" 81" 90" 99" 108" 117° 126` 48' 160.0 150.0 150.0 74.4 120.0 120.0 138.3 150.0 150.0 69.1 120.0 120.0 28' MAX'' 121.0 150.0 150.0 81.8 103,7 120,0 107.8 780.0 760.0 26 -1/2° 5r 53 -1/6" 74" 79 -1/2° 39 -3/4' 55 -1/2° 79- 11/18' 111" 719 -1/4" 180,0 780.0 1602 2 ANCHORS 28" MAX. ,�� AT MTO. STILE SPACING BETWEEN ANCHORS ENDS 98.8 180.0 180.0 719.8 186.0 1802 88.0 1800 160.0 83.3 150.0 160.0 80.7 1500 150.0 59.8 119.8 120.0 74.6 *20.0 120.0 55.6 111.1 120.0 WIDTH 11 f' 1 WIDOW WIDTH 11 11 1l 1I I 69.1 120.0 120.0 28 -1/2" 37' 53 -1/8" 74" 39 -3/4° 55 -1/2' 79- 11/16' 111' �° 146.1 150.0 160.0 38' 42" 48" 54° 60" 68` 72° 78" 84" 54' 63" 72° 81" 80° 89" 108" 117" 128• 54" 143.4 180.0 150.0 1042 750.0 150.0 // % 1/2 / 1/2 - _. - - 1/3 1/3 /, % 1/3 =� ,A 4 a 1 122.9 180.0 150.0 72.9 120.0 120.0 107.8 180.0 150.0 82.3 104.6 120.0 95.6 150.0 150.0 28 -1/2" 37' 53 -1/8" 74° 39 -3/4° 55 -1/2' 79- 11/18" 111" 7B° 138,4 180.0 150.0 86.0 100.5 150,0 99.1 180,0 150.0 78.2 150.0 750.0 69.0 120.0 120.0 71.7 7202 120.0 49.6 99.1 120.0 158.2 120.0 120.0 615 1202 120.0 38' 42• 48" s4" 80" 6r° 72" 78' 84" 54° 63` 72' 81" 90" 99" 108" 11 r 126• 60" 129.1 150.0 150.0 1 ,, WIN00W ,I t ANCHORS TYPE , ,, „ " ,I 6' MAX. 110.8 150.0 180.0 14• 96.8 1602 150.0 24' MAX 86.0 150.0 150.0 'B' 77.4 180.0 180.0 4 ANCHORS 24" MAX. WIDTH AT MTG. STILE SPACING SETWEEt4 ANCHORS ENDS WINDOW WIDTH 70.4 120.0 120. 84.5 120.0 120.0 59.6 119.1 120.0 t > 55.3 110.6 120.0 38` 42` 48" 64° 00• so" 72' 78" 84" 54" 83" 72" 81° 90' or 108` 117• 128' 68" 117.3 150.0 150.6 100.6 *80.0 180.0 ' '1 't ' I 11 I' , " 1' ' I 88.0 150.0 150.0 % 1/2 /% 1/2 1/3 f 1/3 // 1/3 - • 78.2 1802 1500 70.4 120.0 120.0 Ai 6' MAX. 88,7 117.3 120.0 84.2 108.3 IaOA 80.3 100.6 120.0 11111 36' 42" 48' 54" eo 66' 72' 78' 54' 83' 72' 81" 9M 99° 108' 117" 72" 10.26 159.0 tsoA 922 180.0 150.0 1111 10.... 80.7 160.0 150.0 , 1 , 17 1 1 14' 71.7 120.0 120.0 +I f F 1 12° MAX, ANCHORS TYPE 'C' 84.5 120.0 120.0 .-- �. , - -, 1 �.--. 7 '� 68.7 117.3 120.0 4 ANCHORS AT MM. STILE ENDS 12" NAX. SPACING BETWEEN maims' 53.8 107.6 120.0 49.6 99.3 720.0 NOTE: ANCHOR SPACING TO BE AS LIS1'1,D ABOVE 3/6" MAX. SHIM SPACE FOR FLANGE AND EQUAL LEG FRAMES 1/4" MAX. SHIM SPACE FOR INSTALLATIONS INTO METAL STRUCTURES El'4: JAVAD A19AA0 - ACAN. PE 1 2 ll ' I lY, i�2 �swith thaplorida &9ildin"Codo w /Z 4 q1 315' 42" 49" 54" 60 615" 72" 54' 63" 72" 81" 90 or 108° 78 ". 101.9 150.0 150.0 87,3 150.0 150.0 76.4 120,0 *20.0 67.9 120.0 120.0 drawing no. wog -1 61.1 120.0 20.0 Acceptance Ma III'. •f. By ,.. ", _ Miami ...oPNlduttCmxrol 655 1112 120,0 50.9 101.2 1200 (sheet 6.1of 166 sheet 7 of 16) WINDOW DIMS. INTERLOCKS 81TRO1Tf REINFORCING INTERLOCKS 118T8 REINFORCING GLASS TYPE GLASS TYPE 4 GLASS TYPES 2, 3& 5 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 5 WIDTH HEIGHT 2 PANEL 3 PANEL EXL(+) INT.( -) Effi( +) INT.(-) EXL( +) I* .(-) EXT.( +) WT.( -) EM.( +) INT.( -) EXT.( +) O8.( -) 38" 42" 48° 54" 60' 58' 72" 78° 84° 98° 108" 48" 58" 54° 72° 80' 88" 98" 104" 112" 129" 144' 38" 120.0 150.0 120.0 180,0 120.0 *80.0 120.0 150.0 120.0 160.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 180.0 1204 150.0 120.0 180.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120,0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 135.3 120.0 150.0 INC 150.0 1204 150.0 120.0 150.0 120.0 150.0 118.4 118.4 120.0 132.0 120,0 150.0 120.0 150.0 120.0 150.2 120.0 150.0 104.0 1044 118.6 118.6 120.0 150.0 120.0 150,0 120,0 150.0 120.0 150.0 85.0 85.0 85.0 85.0 100.0 100.0 120.0 120.0 120.0 12040 120.0 120.0 834 83,8 85.0 85.0 1004 100.0 120.0 120.0 120.0 120.0 120.0 120.0 719 71.9 80,2 80.2 190.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 819 818 88.5 88.8 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 38" 45" 48" 54° 60" 88' 72° 78' 84" 48° 59' 84" 72" 80' 88° 98° 104" 112° 45" 125.0 *50.0 120.0 150.0 120.0 150.0 120.0 150.0 *20.0 150.0 120.0 150.0 120,0 130.8 120.0 139.4 120.0 150,0 120,0 150.0 120.0 150,0 120.0 150.0 118.1 118.1 120.0 127.9 120.0 150,0 1204 180.0 120.0 150.0 120.0 150.0 105.5 108.6 117.7 117.7 120,0 180.0 *20.0 150.0 120,0 *50.0 *20,0 150.0 86.0 864 854 65.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 83.9 63.8 85.0 85.0 100.0 100.0 120.0 120,0 120.0 120.0 120.0 125.0 77.8 77.8 85.0 80.0 100.0 100.0 120.0 120.0 120.0 1204 120.0 120.0 72.4 72.4 80.8 80.8 100.0 100.0 120.0 120.0 1184 1184 120,0 120.0 879 874 75.3 753 100.0 100.0 120.0 120.0 110.4 110.4 120.0 120.0 38' 42' 48° 54' 60" 68° 72' 79* 48' 58" 64' 72° 80° 89' 85" 104' 87.8 1209 134.3 120,0 134,3 120.0 150.0 *20.0 150.0 120.0 180.0 120,0 150.0 111.5 1114 118.7 119.7 120.0 160.0 120.0 155.0 120.0 150.0 120.0 150.0 978 67.5 108.7 1087 120.0 150.0 120.0 150.0 120.0 18040 120.0 150.0 834 85.0 85.0 85.0 100.0 100.0 120.0 120,0 120.0 120.0 120.0 1204 80.1 80.1 85.0 85.0 100.0 *00.0 120.0 120.0 120.0 1280 120.0 120.0 74.7 74.7 83.3 83.3 100.0 100.0 1204 120.0 120.0 120.0 120.0 120.0 70.0 70.0 78.1 78.1 100.0 100.0 120.0 1204 114,5 114.5 120.0 120.0 55.8 65.8 73.2 73.2 100.0 100.0 120.0 120,0 107.9 107.9 120.0 120.0 36" 42' 48" 54" 60° 68" 48' 56° 64" 72° 80" 88' 80 1163 118.2 1182 118.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0 180,0 98,7 68.7 1049 *04.8 1204 150.0 120.0 150.0 120.0 1804 120,0 150.0 84.0 844 88.0 880 100.0 *00.0 120.0 120.0 120.0 120.0 120.0 1,20,0 789 769 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 70.5 70.5 78.8 78,6 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 684 86.4 74.1 74.1 1040 100.0 120.0 120.0 110.8 110.8 120.0 120.0 38" 42° 48" 54° 90" 48' 58' 84' 72" 80° 68" 1054 100.5 1085 105.5 120.0 150.0 120.0 100.0 120,0 450.0 1280 150.0 680 85.0 850 85.0 100.0 100.0 120,0 12040 120.0 120.0 120.0 120.0 77.5 778 84.2 84.2 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 883 683 783 763 100.0 100.0 120.0 120,0 120.0 1204 120.0 120.0 823 623 99,5 894 1004 100.0 1280 120.0 1103 110.2 120.0 1204 36° 42" 48° 54° 48" 56" 84' 72' 72" 95.3 953 95.3 95.3 120.0 143.0 120.0 180.0 120.0 150.0 120.0 150.0 80,1 80.1 84.0 84,0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 89.4 69.4 75.8 75.6 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 60.8 60.8 679 87,8 *00.0 100.0 120.0 1280 118.7 118.7 120.0 120.0 38" 42" 48° 54' 48" 9H' 84' 72' 76° 85.0 880 85.0 85.0 100.0 100.0 120.0 120.0 120.0 1209 120.0 120,0 787 787 78.7 78.7 100.0 1004 120.0 120.0 1200 120.0 120.0 120.0 65,0 85.0 70,7 70.7 100.0 100.0 120.0 120.0 120.0 120,0 120.0 120.0 58.6 586 63.1 83.1 98.9 06.0 113.1 113.1 112.0 112.0 120.0 120.0 WINDOW DIMS. INTERLOCKS WITROUT REINFORCING INTERLOCKS WITH REINFORCING GLASS TYPE 1 GLASS TYPE 4 GLASS TYPES 5. 3& 5 GLASS TYPE 2 GLASS TYPE 3 G1A8S TYPE 5 WIDTH HEIGHT 2 PANEL 3 PANEL EXT.( +) 042.( -) EXT.( +) RC( -) EXL( +) 842.(-) EXT.( +) Olt(-) EXT,(+) 021.( -) 021.(+) MT.( -) 28 -1/2" 37° 63 -1/8" 74° 79 -1/2' 108 -1/4" 35 -5/18' 49 -3 /18' 71° 99" 109' 142° 38 -3/8" 120.0 150.0 120.0 150.0 120.0 150.0 120.0 180.0 120.0 150A 120.0 150.0 120.0 150.0 120.0 180.0 120.0 152.0 1240 150.0 120.0 150.0 120.0 150.0 120.0 147.2 120,0 150.0 1240 150.0 120.0 150.0 120.0 150.0 120.0 180.0 85.0 854 85.0 85.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 84.8 84.8 854 85.0 100.0 100.0 120.0 120.0 120.0 1204 120.0 120.0 58.8 58.8 055 85.5 100.0 100.0 117.5 117.5 111.0 1114 120.0 1204 28 -1/2" 37° 53-1/E 74" 79 -1/2' 35 -8/18' 49 -5/16° 71° 99' 108° 50-5/8' 120.0 1504 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 120.0 142.5 120.0 1424 120.0 150.0 120.0 150.0 120.0 150.0 120.0 1550.0 98.8 88.8 110.2. 110.2 1200 150.0 120.0 150.0. 120.0 120.0 120.0 150.0 72.0 724 80.3 80.3 *00,0 100.0 120.0 120.0 119.0 119.0 1204 120.0 682 88.2 76.1 76.1 100.0 100.0 120.0 120.0 111.7 111.7 120.0 125.0 28 -1/2° 37" 53 -1/8' 38 -5/18° 48- 8/16° 71" or 120.0 144.3 120.0 144.3 120.0 *50.0 120.0 180.0 120.0 150.0 100.0 150.0 100.1 100.* 108,1 109.1 1204 150.0 120.0 150.0 1204 100.0 120,0 150.0 73.4 73.4 81.9 81.9 100,0 100.0 120,9 120.0. 120.0 120.0 120.0 120.0 26 -1/2' 37" 53-1/8° 35 -5/18' 49-0/16' 71° 72° 120.0 134.2 120.0 124.2 120.0 150.0 120.0 150.0 120.0 150.0 120.0 150.0 93.2 83.2 93.2 93.2 120.0 138.7 120.0 150.0 120.0 150.0 120.0 150.0 61.8 61.8 86.7 88.7 100.0 100.0 120.0 120.0 119.4 119.4 120.0 120.0 26 -1/2" 37" 53 -1/8" 35 -5/18° 49 -8/16" 71° 76" 117.0 117.0 117.0 117.0 120.0 180.0 120.0 150.0 1204 150.0 120.0 150.0 85,0 85.0 95.0 89.0 100.0 100.0 120.0 120.0 120.0 120.0 120.0 120.0 57.4 57.4 64.0 84.0 979 87.8 114.7 114.7 114.7 114.7 120.0 120.0 F X 0 1 WINDOW WIDTH %O.. ® ®- 2/3 X 0 1 WINDOW WIDTH O ' ,\ \� 2/3 \ 1/3 O ' i 1/4 4i © GII 1/2 1/4 X 0 X PERFORMANCE VALUES UNEQUAL PANED All values shown ore Design PSF (Pounds per Squore Foot) VALUES FOR EXTERIOR LOADS( +) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR( +) LOADS TO 80.0 PSF NOTE: GLASS CAPACTGES ON THIS SHEET ARE BASED ON ASTM 61300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 MAXIMUM VENT SIZE IS 18.7 S0. FT. ANT MAXIMUM VENT HEIGHT IS 71 11/18' Engn 48E0 AHMAO F A, •Pt 70502. , CdN.. i l 811012 PRODUCTREVTS® 89 0001ptyl ng Whh lDO F(Olida McoptancoNo Oy l481n1 c :. e Fmducl Control 8 'drawing no. W09 -13 WINDOW DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' 41004 HEIGHT EXT. ( +) OtT. ( -) EXT. (+) Orr. ( -) 2 PANEL 3 PANEL 38° 48° PIT. ( -) 150.0 150.0 42" 55" 150.0 150.0 150.0 48° 64" 150.0 150.0 150.0 54" 72" 150.0 144.6 1500 80" 80° 38" 130,1 150.0 68° 88° 120.0 118.3 150.0 72° 86" 120.0 108.4 150.0 78" 104" 150.0 100.1 120.0 84" 112" 150.0 93.0 120.0 98' 128' 150.0 81.3 120.0 108° 144" 1910 72.3 120.0 38° 48" 120.0 150.0 150.0 42" 88° 180.0 130.4 150.0 48" 84" 150.0 122,0 150.0 54" 72" 120.0 108.4 150.0 80" 80" 46" 97.8 120.0 88" 88' 150.0 88.7 120.0 72° 98° 120.0 81.3 120.0 78' 104° 160.0 75.1 120.0 64" 112" 120.0 69.7 120.0 38" 48" 120.0 144.8 150.0 42" 58° 123.9 150.0 48" 54" 108.4 180.0 54' 72" 54" 96.4 120.0 60" 80° 86.8 120.0 e6" 88" 78.9 120.0 72" 98° 72.3 120.0 78" 104" 68.7 120.0 38" 48" 130.1 150.0 42" 56° 111.5 180.0 48" 64" 97.8 120.0 54' 72" 80" 88.8 120.0 60" 80" 78.1 120.0 88" 88" 71.0 1290 38' 48• 118.3 180.0 42° 58° 101.4 120.0 48° 84" 68" 88.7 120.0 84" 72" 789 120.0 60" 80° 71.0 120.0 38° 48° 108.4 150.0 42" 56" 72" 93.0 120.0 48° 84" 61.3 120.0 54" 72' 72.3 120.0 38° 48' 102.7 120.0 42' 88" 78° 88.1 120.0 48° 64° 77.1 120.0 54° 72" 88.5 120.0 WINDOW DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' 18078 HEIGHT Err. 1.) EXT. ( +) 2 PANEL 3 PANEL IMT. ( -) PIT. ( -) 28 -1/2° 35 -5/18" 150.0 150.0 37" 49 -5/18' 150.0 150.0 53 -1/8" 71" 137.6 150.0 74' 99° 38 -3/8" 88.7 120.0 78 -1/2" 108' 92.1 120.0 108 -1/4" 142" 88.8 120.0 28 -1/2" 35 -5/18" 150.0 150.0 37' 49 -5/18° 150.0 150.0 53 -1/8" 71' 104.3 150.0 74" 99' 50 -5/8' 74.8 1910 79 -1/2" 108" 69.8 120.0 28 -1/2" 35 -5/16° 150.0 180.0 37" 49- 5/18" 63" 120.8 150.0 53-4/8" 71° 839 120.0 28 -1/2" 35 -5/16" 147.3 150.0 37" 49- 5/16" 72° 105.5 150.0 53 -1/8" 71" 739 120.0 28 -1/2" 35 -5/18" 139.8 160.0 37" 49 -8/18" 76" 100.0 120.0 53 -1/8° 71° 69.5 120.0 ANCHORS TYPE 'A' 2 ANCHORS AT MTG. STILE ENOS 28" MAX. SPACING BETWEEN ANCHORS WINDOW WIDTH 1/3 I n 11 111 0 2/3 WINDOW WIDTI1 i a 'T '1 I1 '1 I E> 1/4 1/2 1/4 NI; 14' • 6' MAX. 24' MAX. ANCHORS TYPE '13' 4 ANCHORS AT MTG. STILE ENOS 24° MAX. SPACING BETWEEN ANCHORS 1 1/3 NOTE: ANCHOR SPACING TO BE AS LISTED ABOVE 1/2" MAX. SHIM SPACE FOR EQUAL LEG FRAMES ONLY 2/3 1/4 ANCHORS TYPE 'C' 4 ANCHOY8 AT MTG. STILE ENOS 12" MAIL SPACING BETWEEN ANCHORS 1/2 1/4 " I. l■ 11 I 1 14' I 6' MAX. 12•%MAX. E4gr: JAV AMMO FIA PE i 70592 CAN. a PIt®I>fUCTREWISED 80 1 w11h1BeFiorld6 • AccePt6nceNo {2 2 /4. s "Maw Morn Dade Product Control to l u /4 drawing no. W09 -13 sheet 8 of 16 sheet 8.10 16) WINDOW DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'R" WIDTH 00*04f EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) 2 PANEL 3 PANEL 38" 48" INT. ( -) 180.0 150.0 42' 56' 180.0 150.0 180.0 48" 84" 150.0 150.0 180.0 54' 72" 150.0 143.4 150.0 80" 80" 38" 129,1 150.0 66" 88° 120.0 117.3 180.0 72° 98" 120.0 107.8 130.0 78" 104" 150.0 99.3 120.0 84' 112" 150.0 92,2 120.0 98" 128' 150.0 80.7 120.0 108" 144" 125.0 71.7 120.0 30" 48' 120.0 150.0 150.0 42" 58° 150.0 138..3 1300 48" 64" 150.0 121.0 150.0 64" 72" 120.0 107.8 150.0 80' 80" 48" 96.8 120.0 88" 88' 150.0 88.0 120.0 72° 88" 120.0 80.7 120.0 78° 104' 150.0 74.5 120.0 84' 112" 120.0 89.1 120.0 38° 48" 120.0 143.4 150.0 42' 58° 122.9 180.0 48' 64" 107.8 150.0 54° 72" 95.5 120.0 60" 80° 86.0 120.0 96" 68' 78.2 120,0 72" 96' 71.7 120,0 78' 104' 682 120.0 38' 48° 128.1 150.0 42" 59' 110.8 150.0 48" 84' 989 120.0 54" 72° 60 88.0 120.0 80" 80' 77.4 120.0 88° 89' 70.4 120.0 35' 48" 117.3 150.0 42' 58° 100.8 120.0 48" 84" 68" 88.0 120.0 54" 72° 78.2 120.0 60' 80' 70.4 150.0 38" 48° 107.8 150.0 42' 56° 72" 922 120.0 48° 64" 80.7 120.0 54' 72" 71.7 120.0 38" 48' 101.9 120.0 42' 58" 76" 87.3 1200 46" ea" 76.4 120.0 54° 72" 67.9 120.0 WINDOW DIMS. ANCHORS TYPE 'A' ANCHORS TYPE '8' WIDTH HEIGHT EJt,. ( +) EXT. (4) 2 PANEL 3 PANEL INT. ( -) INT. ( -) 28 -1/2° 35 -8/18° 180.0 180.0 37" 49 -8/18" 150.0 150.0 53-1/8' 71° 135.4 150.0 74" 99" 38-3/8' 97.8 120.0 79 -1/2° 108' 91.4 120.0 106 -1/4' 142° 88.2 120.0 26 -1/2" 35 -5/18" 150.0 150.0 37° 49 -5 /18" 1489 150.0 53 -1/8" 71' 103.4 150.0 74° 99" 50 -5/8" 74.2 125.0 79 -1/2' 106" 99.3 120.0 28 -1/2' 35 -5/18" 150.0 150.0 37' 49 -5/18" 83' 119.9 150.0 53 -1/8" 71° 83.1 120.0 26 -1/2" 35 -5/18" 145.1 150.0 37' 48 -5/18" 72° 104.8 150.0 03 -1/8° 71' 72.7 120.0 26 -1/2" 35-5/18° 138.4 150.0 37' 49 -5/18" 79' 99.1 120.0 53 -1/8° 71' 08.9 120.0 WINDOW WIDTH 1/3 2/3 WIN00W WIDTH 1 ' 1/4 1/2 1/4 R8' MAX ANCHORS TYPE 'A' 2 ANCHORS AT MTO. STILE ENDS 28" MAX. SPACING BETWEEN ANCHORS WwDOW WIDTH SS 1/3 2/3 of 6' MAX 14' 24' MAX. ANCHORS TYPE 'B' 4 ANCHORS AT MT6. SOLE ENDS 24" MAX. SPACING BETWEEN ANCHORS I ' I' NOTE: ANCHOR SPACING TO BE AS LISTED ABOVE S /8" MAX. SHIM SPACE FOR FLANGE AND EQUAL LEG FRAMES 2/3 -'4 6' MAX 1 f If n '1 .1 1/4 1/2 1/4 ANCHORS TYPE 'C' 4 ANCHORS AT MTG. STILE ENOS 12" MAX SPACING BETWEEN ANCHORS 14'_ 12' MAX. Engn JAVA° ANMAC OWL FIA PE:p, 70592 C.A.N. 3538. I. -4. 6' MAX as mmpty19E 1wfh Olo Florida B1dldIngc0do r99qmnlvo SIl /LJ By Pledoo!Control 0 ro ) 8 V 2 O H 1 4 0a bo.4 ffi drawing no. W09 --13 FLANGE FRAME INSTALLATION TYPE '1' THRU 1 BY WOOD BUCK BUCK BED IN SEALANT (TYP) SEALANT (TYP) 1 1/4° /s J INSTALLATION CONDITIONS FLANGE FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 11 FOR DESCRIPTION a 3 1/2' MIN 23/4' 1 x 4 BEVELED PRESSURE TREATED WOOD BUCK (TYP) FAr WOOD STRUCTURES, CONCRETE OR MASONRY W000 BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. OPTIONAL NON - BEVELED WOOD BUCK (DOTTED) FLANGE FRAME INSTALLATION TYPE '2' THRU 2 BY WOOD BUCK BUCK BED IN SEALANT (TYP) SEALANT (TYP) 3/8° MAX. EMBEDMENT WOOD STRUCTURES, CONCRETE OR MASONRY 2 3/4' MIN Optional Pre —Cast Sill .i. / WO mum 1l 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 11 FOR DESCRIPTION J ( 3 1/2" MIN 23/4° 2 x 4 BEVELED PRESSURE TREATED WOOD BUCK (TYP) OPTIONAL NON - BEVELED WOOD BUCK (DOTTED) Ergr:,wv CM. • .Fl• P2 r 7392 PRODUCT REVISITS) CAN. ail contliyam with to Florida Building Cada m: 1 Miami Dada Flatfoot a. 0 0 1 v .M drawing no. W09 -13 sheet 9 of 16 BUCK BED W SEALANT (TYP) SEALANT (TYP) 1 1/4'• 1 A •1 1/4° EMBEDMENT IN CONCRETE OR MASONRY ••1 3/8° EMBEDMENT INTO WOOD WOOD STRUCTURES, CONCRETE OR MASONRY �► !!!!!!7:111,11 INSTALLATION CONDITIONS EQUAL LEG FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 11 FOR DESCRIPTION 3 1/2° I MN I I I i i 1 x 4 (OR 2 X 4) PRESSURE TREATED WOOD BUCK (TYP) WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. MIN. 1 BY WOOD BUCK OR 2 BY WOOD BUCK SEALANT (TYP) 1 1 /4 °• •1 1/4° EMBEDMENT IN CONCRETE OR MASONRY ••1 3/8° EMBEDMENT INTO WOOD WOOD STRUCTURES, CONCRETE OR MASONRY TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 11 FOR DESCRIPTION �s arli Mr 7 z.. ■�',- /ail / Engr: JAVA° AMMO CIVIL FAA.: PE I 70892A, CAN. 353$ PRODUCTREVISED as oraplyingefiththaFlortda Building ceNo S dtami Dade Prduc muat 8 zd a 0 1 1 4 drawing no. W09 -13 sheet 10 011$ ) (sheet 11 of 16) ELAKE-...-03161.5161163121 METAL STRUCTURES SEALANT (1YP) INSTALLATION CONDITIONS METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4° DIA ULTRACON BY TLCO' (Fu =177 KS, Fy .155 K51) 1/4" DIA. HILTI KW1K —CON II (Fu =163 KSI, Fy=157 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1/4" DIA ULTRACON BY 'ELCO' (Fu .177 KS, Fy=155 KS!) 1/4" DIA HILTI KWIK —CON 11 (Fu =163 KSI, Fy =157 KS) DIRECTLY INTO CONC. OR MASONRY 1 -3/8" MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 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) EOUAL LEG FRAME INSTALLATION TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pc = 3000 PSI MIN. MASONRY f'm = 1500 PSI MIN. METAL STRUCTURES FW. PE 76582 ;CAN. 3538 z F 1 F3> D1ICT'REVISED 'a8 eoagdyina with 4eo I8olida i2- 0214.Dal 0 1 drawing no. W09 -13 MULLION AT FLANGE WINDOWS 1° x 4" x 1/8" thk. Aluminum Tube Mullion (unclipped at ends) (Mull length = Wdw Height - 1" #14 Fiot Heod M1 SMS PO= WA P 7� Sealant (typ) MUWON AT EQUAL LEG WINDOWS 1" x 4" x 1/8" thk. Aluminum Tube Mullion (unclipped of ends) - (Mull length = Wdw Height) 414 Ftot Herod r SMS ( akmv, 1 /1 lllt u 1 Sealant) (typ) IYXULLION P ERFORMANCF STANDARD INSTALLATION MULTIPLE OPENING (2 OR MORE WINDOWS) w/ 1 SCREW ON EACH SIDE OF MULUON MULLION DESIGN LOAD CAPACITY - PSP TRIBUTARY WIDTH WINDOW HEIGHT EXT.( +) TNT.( -) 24" 150.0 28" 150.0 30" 38 -3/8" 150.0 32" 72° 150.0 38° 120.0 39° 120.0 40" 54" 120.0 42° 120.0 44° 50 -5/8" 120.0 48° 76° 120.0 48" 120.0 52" 120.0 24" 150.0 28" 150.0 30° 150.0 32° 120.0 38" 120.0 39" 80" 120.0 40" 120.0 42° 120.0 44" 76" 120.0 48° 120.0 24" 150.0 28" 120.0 30° 120.0 32" 120.0 38" 68" 120.0 39" 120.0 40" 120.0 42° 120.0 TRIBUTARY WIDTH o 21-1-1--212 MULLION DESIGN LOAD CAPACITY - PSF TRIBUTARY WIDTH WINDOW HEIGHT EXT.( +) INT.( -) 24" 150.0 28" 120.0 30° 38 -3/8" 120.0 32" 72° 120.0 38" 120.0 39" 120.0 24" 120.0 28" 120.0 30" 50 -5/8" 120.0 32" 76° 120.0 36' 120.0 37° 120.0 NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES HIGH LOAD INSTALLATION MULTIPLE OPENING MORE w/ 2 OR 3 SCREWS ON EACH WINDOWS) E OF MUWON (• = ADDITIONAL HOLES TO BE DRILLED BY INSTALLER) MULLION DESIGN LOAD CAPACITY - PH TRIBUTARY WIDTH WINDOW HEWllT EXT.( +) INT.( -) 18° 150.0 28 -1/2' 150.0 37° 38 -3/8" 150.0 44" 150.0 58" 120.0 71° 120.0 18° 150.0 26 -1/2" 150.0 37" 50 -5/8" 120.0 44° 120.0 55" 120.0 18" 150.0 26 -1/2 "" 150.0 37° 120.0 44" 120.0 18" 150.0 26 -1/2 °° 120.0 37° 120.0 39" 120.0 18" 150.0 28 -1/2° 76" 120.0 37" 120.0 Env: 4AVAO AHMAO CML : ■PIA -RE 910592 38 • CAN. 39 'RODUCI � RE VISE*�D !'7 ) .►7 V 3u8diag Cede Aohmaca do aa�y�IrrihthePlorda 9 bl 2012 TdTi. ,. 1pedePr0dwa Contra :(04"°‘ 8 8 1 EZ 0 3g g CD R 8 u �1 drawing no. W09 -13 (sheet 12 of 16 PERFORMANCE VALUES OF UNCLIPPED MULLION ANCHORS EXT.( +) & INT.( -) PERFORMANCE VALUES OF UNCLIPPED MULLION ANCHORS EXT.(+ & INT.( -) TRIBUTARY WIDTH WINDOW HEIGHT CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 TRIBUTARY WIOTH WINDOW HEIGHT CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 24° 28" 30° 32" 38" 40° 44" 48" 52" S4• 107.8 150.0 150.0 18" 26 -1/2' 37 " 44" 56" 71" -3 J8" 150.0 150.0 150.0 92.2 150.0 150.0 137.1 150.0 150.0 86.0 150.0 150.0 98.2 150.0 150.0 80.7 150.0 150.0 82.6 150.0 150.0 71.7 120.0 120.0 64.9 120.0 120.0 64.5 120.0 120.0 51.2 102.3 120.0 58.7 117.3 120.0 18° 28 -1/2' 37" 44° 80 -5/8" 150.0 150.0 150.0 53.8 107.6 120.0 103.9 150.0 150.0 49.6 99.3 120.0 74.4 120.0 120.0 24" 26" 30° 32" 36" 40° 44" 60" 96.8 150.0 150.0 62.8 120.0 120.0 83.0 150.0 150.0 18° 26 -1/2' 37° 44° 83" 122.9 150.0 150.0 77.4 150.0 150,0 83.5 150.0 150.0 72.8 120.0 120.0 89.8 119.6 120.0 64.5 120.0 120.0 50,3 100.6 120.0 58.1 116.2 120.0 18° 26 -1/2' 37" 72" 107.6 150.0 150.0 52.8 105.6 120.0 73.1 120.0 120.0 24" 28° 30" 32° 38" 40" 86" 88.0 150.0 150.0 52.3 104.6 120.0 76.4 120.0 120.0 15" 28 -1/2' 37° 78" 101.9 150.0 150.0 70.4 120.0 120.0 69.2 120.0 120.0 86..0 120.0 120.0 40.8 59.1 120.0 58.7 117.3 120.0 NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES 52.8 105.6 120.0 24" 28° 30° 32" 38" 72° 80.7 150.0 150.0 89.1 120.0 120.0 64.5 120.0 120.0 60.5 120.0 120.0 53.8 107.6 120.0 24° 28" 30° 32" 38° 76° 78.4 120.0 120.0 65.5 120.0 120.0 61.1 120.0 120.0 57.3 114.8 120.0 50.9 101.9 120.0 MULLION ANCHORS ADJACENT TO MULLIONS AT HEAD & SILL ALL OTHER WINDOW ANCHORS AS PER SHEETS 9 THRU 11. TRIBUTARY WIDTH m JCLUSTER OF 2. 4, OR 6 ANCHORS (SEE CHARTS ABOVE). ALI. OTHER ANCHORS AS PER SHEET 10. 11 Env: JAVAO AWN) CN0. • FLAC. $E 7092 .A.N. 3536 . 2012 Is� complying oath 1e a 31s1dh1gcode L2.0Z14t49 No m droving no. W09 -13 sheet 13 of 16 rgdild 124 MOLUO1 eEE *if 8 f X or 0 X or 0 JCLUSTER OF 2. 4, OR 6 ANCHORS (SEE CHARTS ABOVE). ALI. OTHER ANCHORS AS PER SHEET 10. 11 Env: JAVAO AWN) CN0. • FLAC. $E 7092 .A.N. 3536 . 2012 Is� complying oath 1e a 31s1dh1gcode L2.0Z14t49 No m droving no. W09 -13 sheet 13 of 16 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS EXT.( +) & MT.( -) PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS EXI'.(+) & IM.( -) ALUMINUM H LICK FRAMING DETAILS REFER TO SHEETS 5 & 7 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. 9155505 DIMS. ANCHORS AT 58" 0,C, ANCHORS AT 8' 0.8 WINDOW EOM. ANCHORS AT 16" 0.8 ANCHORS AT a" 0.C. vAIFTH HEIGHT HOOD/810M CONC. 0000/01,005 CONC. MOTH HEIGHT 8000/9/000 CONC. 5900D /BLOCS CONC. 38' 48' 56' 80° 64' 72" or 84" �° 98' we 112° 117" 128' 544' 150.0 150.0 150,0 150,0 38" 48' or g64' • g n° so" 64' aa• se' 108' 112' 517" 128' 88• 123.3 150.0 150.0 - 150.0 150.0 150.0 150.0 150.0 105.7 150.0 150.0 150.0 V. 4 V. ' ° 4. V' . < • 124.8 150.0 190.0 150.0 100.2 142.1 150.0 180.0 112.8 190.0 150.0 150.0 94.7 134.4 150.0 190.0 128.7 150.0 180,0 150.0 97.9 138,0 190.0 150.0 109,6 150.0 150.0 150.0 82.8 117.5 149.0 150.0 =iY� = Yir� 114.0 550.0 ,90.0 150.0 82.4 117.0 137.4 7°,A.O ■��•, �=f�r37j ■, a r71 'j� 107.0 ,90.9 ,90.0 ,50.0 78.9 ,07.9 ,28.6 180.0 + �� orma -Y, FLI WI II MI ` n 101,5 144.0 150.0 150.0 70.5 ,00.0 129.2 150.0 rs n 1 ___ MP n �� fOBa 590.0 150.0 150.0 7,.E 101.8 123.0 180.9 921 530.7 150,0 150.0 80.3 85.5 111.9 150.0 100.8 143.0 150.0 550.0 88.4 92.8 114.4 150.0 95.7 135.8 150.0 150.0 81.8 87.3 115.3 150.0 98.7 140.0 150.0 150.0 82.5 88,7 111.1 150.0 94.0 133.3 150.0 150.0 38• 48' 56" 60• 94" 73" 865 a4• 85' 98• 108' 112' }17' 35" 45' 49" 60° g4• 72• 90• 84" 88' 66• 108• �• 78• 109.8 150.0 550.0 150.0 #14 SD. #14 ENDS AT 8" ' 0.0. ENDS AT 8' FROM ENO. AND 24° O.C. MAX. AND 24° O.C. MAX. 35' 48° 58" 95• 84` 7Y 80' 84" 88' 96' 198" 112" 117• 128° 144' 150.0 150.0 150.0 150,0 92.5 131.3 150.0 150.0 148.0 150.0 150,0 150.0 88.5 122.7 150.0 150.0 111.0 150.0 150.0 155.0 84.8 120.0 150.0 180.0 98.7 140.0 150.0 150.0 83.2 118.1 149.8 180.0 111.0 150.0 150.0 150.0 82.2 118.7 148.0 150.0 92.5 131.3 180.0 150.0 80,7 114.5 134.5 150.0 55.1 535.0 180.0 550.0 74,0 105.0 123.3 150.0 88.8 128,0 148.0 150.0 88.3 96.9 125.2 150.0 83.3 118,5 5590 150.0 89.1 88.0 118.4 180.0 88.3 122.5 148.0 150.0 57.8 81.7 508.9 1500 74.0 105.0 537.4 190.0 62.3 99.4 109.1 150.0 80.7 114.5 141,3 150.0 58.5 102.1 830 144.8 109.8 550.0 150.0 150.0 '4 oi 78.4 108.4 143.2 180.0 NMI= 78.4 111.2 139.3 150.0 85.4 121.2 150.0 150.0 '')111110111111 II 74.0 103.0 5372 190.0 Tea 512.5 142,7 150.0 � u 38' 48° 86' 90° 84' 72" 80' 84' 88° 98" 108" tit" 157' 126' �• 131.8 550.0 190.0 150.0 772 509.6 139.0 d, 1 d, 118.4 109.9 190.0 160.0 550.0 150.0 150.0 750.6 75.7 107.4 5392 180,0 iSOA II -�N) )I�w� I = �AAr1 ' Y I �L�fr, �- 740 109.0 533.2 500.0 95.7 135.8 550.0 150,0 73.8 104.7 532.8 150.0 = -!! _ = !:'- 108.7 150.0 180.0 180.0 732 Y03b 521.9 150.0 e n 0 � ' e • • CONCRETE = 1924 PSI ..I .BLOCK = 1924 PSI 4, ° 4• '' ^1/4" DIA. ULTRACON OR 7 /4° DIA. KWIK -CQN I7 FIP121E111111..-IY OOD BUCK � OR WOOD STRUCTURE. 87.7 124,4 150.0 150.0 87.3 90.5 123.4 150.0 89.4 128,8 198.8 190,0 97,7 980 118.0 150.0 83.1 117.9 538.8 190.0 59.1 78.8 5042 147.8 77.8 110.2 142.3 150.0 1 MIN. 80.1 113.8 137.3 150.0 r -3/8° CONC. EMBED 2 1/2° MIN. 1 -1/4" MIN, BLOCK EMBED 1/4" 5254. ULTRACON OR 882 96.9 129.7 150.0 EDGE 0157. 1" NM, 74.3 105,4 130.0 190.0 18' E CHART FOR CAPACITY AT48'2 FROM ENDS AND 18' OR 8" 0.0. MAX. 70.2 99.5 131.8 150.0 �„�" 71.8 101.6 127.6 160.0 f�- • SEE CHART FOR CAPACITY TYPICAL INSTALLATION DETAIL, B7S "��!'�'• o Emil'! 144" 38' 49° 59' 80' 84" 72" 80" 04" 88° 96' ,Os° 512' tt7• 126• 1128 95.7 150.0 121.4 1500 150.0 159.0 ,,;rte It_ L11111_t�I ON ALL. FOUR SIDES /USING ALUMINUM BUCK SYSTEM 98.7 140.0 150.0 150.5 SILLS CAN ALSO BE USED WITH OPTIONAL WATERBAR ��..if SBA 135.0 150.0 550.0 94.7 134.4 150.0 180,0 i g ,--, 1 ,--, 5 ,- . t 54.7 534.4 150.0 150.0 7--._ 4,2 - L270- -• .945 ' ,1 84.8 120.0 150.0 550.0 r '065 .Eno" JAVA/ A0 q- • B 92 % , .• w 9h��i GU ' Yt f 5 / PRpDIIC!'RBVI9HD �'�DIPIY�8��9feFI0N911e AsoeplmcoNOw ` 882 121.0 142.1 190.0 "' .625 ,908 78.9 1120 131.8 150.0 730 104.3 134.7 150.0 794 108.9 1292 180.9 -� 835.3 90.5 118.4 •:• •. •:,..•7%7'CIr1Yr/ 1 , �- Or °Wing no. W09 -13 69.3 98.3 12fa tso.o 150.0 .903 --+ f 694 92.7 1.32.3 t9mo NOTE: VALUES FROM CHARTS MAY -1Nadu Miami F .oPmducRComro 88.8 94.5 118.4 150.5 BE INTERPOLATED BETWEEN SIZES AJ..UMINUM BUCK OPTIONAL COVER sheet 14 of 16) 8083 -78 8083 -T6 PERFORMANCE VALUES OP ALUMINUM RUCK INSTALLATION ANCHORS EXT.( +) & INT.( -) TONDOS DINS. ANCHORS AT 16' 0,C. ARCR058 AT 8° 0.C. wing HEIGHT TODD /BLOCK CONE. 9005/8100K CONE. 26 -1/2' 180.0 180.0 150.0 1500 53-1/8" 130.9 150.0 150.0 150.0 70- 11/18' 38 110.2 180.0 150.0 150.0 108-1/4' -3/8' 89.3 126.7 150.0 150.0 III' 969 137.3 150.0 150.0 119-1/4' 88.6 126.0 150.0 150.0 159 -3/8' 87.2 123.7 150.0 180.0 26 -1/2" 150.0 150.0 150.0 150.0 53 -1/8" 121.1 150.0 150.0 150.0 79- 11/16" 50 92.9 131.8 150.0 150.0 108 -1/4" -8/8' 729 103.3 135.2 180.0 III' 78.6 111.5 137.6 180.0 119-1/4" 71.7 101.7 134.4 180.0 159- 3 /8' 69.1 98.0 17.5.9 150.0 28-1/2" 150.0 150.0 150.0 100.0 53-1/8* 110.1 150.0 150.0 150.0 79- 11/18" 64.2 119.5 140.4 150.0 108 -1/4° B3 83.4 89.9 117.7 150.0 III' 88,1 98.8 119.1 150.0 119-1/4' 81.7 875 118.7 180.0 26-I/2" 138.9 150.0 180.0 180.0 53-1/8" 88.3 125.3 180.0 180.0 79- 11/18' 72" 81.3 115.4 135.5 150.0 108-1/4' 89.0 83.7 1099 150.0 Ill" 83.1 89.6 110.5 150.0 26 -1/2' 1281 150.0 150.0 150.0 53-1/8" 81.1 115.1 146.1 150.0 79-11/18" 76' 73.8 104.7 132.8 150.0 106-1/4' 87.5 81.8 106.8 150.0 tit° 815 871 107.6 150.0 NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS S & 7 FOR mom CAPACITIES USE LOWER APPLICABLE VALUES. #14 SMS AT 6° FROM ENDS AND 24° 0.0. MAX. #14 SMS AT 6' FROM ENDS AND 24° O.C. MAX. U W 81 Cif Fg el ZJ .ALUMINUM BUCK 6083 -TO "1/4° DIA. ULTRACON OR 1/4° D41. KW1K -CON II 1-3/8" MIN. CONC. EMBED 1 -1/4° MIN, BLOCK EMBED AT 6° FROM ENDS AND 16° OR 8° 0.C. MAX. SEE CHART FOR CAPACITY 28Y WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM OPTIONAL COVFR 8083 -TB Erg1 JA AD AF9dAD CML ;;�gq F CAN. 3558 1/4° DIA, ULTRACON OR 1/4° DIA 1(TAK -CON II 1 -1/2° MIN. EMBED AT 6° FROM ENDS AND 16° OR 8° O.C. MAX. SEE CHART FOR CAPACITY PRODUCTRRVISBD as complying eIli.02/4oe Acwpl9ne4 No drawing no. W09 -13 sheet 15 of 16) PERFORMANCE VALUES OF ALUMINUM BUCK ANCHORS AT MULLION JOINTS EXT.( +) & wr.(-) TRIBUTARY VAOTH WINDOW HEIGHT ANCHORS INTO WOOD OR HOLLOW BLOCK ANCHORS INTO CONCRETE CLUSTER OF 2 CLUSTER OF 4 CLUSTER OF 8 CLUSTER OF 2 CLUHTO2I OF 4 CLUSTER OF 6 24° CLUSTER 85.8 131.6 150.0 933 150.0 150.0 28" OF 4 58.4 112.8 150.0 80.0 150.0 150.0 32° 150.0 49.3 98.7 148.0 70.0 140.0 150.0 38" 150.0 43.9 87.7 131.6 62.2 124.4 150.0 39° Sa° 40.5 81.0 121.4 57.4 114.9 150.0 40" 101.0 39.5 78.9 118.4 56.0 112.0 180.0 42° 79.3 37.8 75.2 112.8 53.3 108.7 150.0 44" 62.6 35.9 71.8 107.6 50.9 101.8 150.0 48° 150.0 34.3 88.6 103.0 48.7 97.4 148.1 48" 127.1 32.9 65.8 98.7 46.7 93.3 140.0 52° 81.0 30.4 50.7 91.1 43.1 88.2 129.2 24" 78.5 59.2 118.4 150.0 84.0 150.0 150.0 28° 150.0 50.7 101.5 150.0 72.0 144.0 150.0 32° 102,1 44.4 88.8 133.2 83.0 128.0 150.0 38° 73.1 39.5 78.9 118.4 58.0 112.0 150.0 39" 86" 38.4 72.9 109.3 51.7 103.4 150,0 40" 131.6 35.5 71.0 108.6 50.4 100.8 150.0 42" 89.4 33.8 67.7 101.6 48.0 96.0 144.0 44° 94.0 32.3 64.8 98.9 45.6 81.6 137.5 48" 124.6 30.9 81.8 92.7 43,8 87.7 131.5 24° 84.7 53.8 107.6 150.0 76.4 150.0 150.0 28° 60.6 48.1 92.3 138.4 85.5 130.9 150.0 32° 40.4 80.7 121.1 57.3 114.5 150.0 36° 86" 35.9 71.8 107.6 50.9 101.8 150.0 39° 33.1 66.2 99.4 47.0 94.0 141.0 40° 32.3 64.6 96.9 45.8 91.6 137.5 42" 30.8 81.5 92.3 43.6 87.3 130.9 24° 49.3 98.7 148.0 70.0 140.0 150.0 28" 42.3 84.8 128.9 60,0 120.0 150.0 32° 72" 37.0 74.0 111.0 525 105.0 150.0 38" 32.9 65.8 98.7 46.7 93.3 140.0 39° 30.4 60.7 91.1 43.1 86.2 129.2 24" 46.7 93.5 140.2 66.3 132.6 150.0 28° 76" 40.1 80.1 120.2 56.8 113.7 150.0 32' 39.1 70.1 105.2 49.7 99.5 149.2 36" 31.2 62.3 93.5 44.2 89.4 132.6 PERFORMANCE VALUES OF ALUMINUM BUCK ANCHORS AT MULLION JOINTS EXT.( +) & INr.( -) ANCHORS INTO WOOD OR HOLLOW BLOCK ANCHORS INTO CONCRETE TRIBUTARY imam CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER CLUSTER WIDTH HEIGHT OF 2 OF 4 OF 6 OF 2 OF 4 OF 8 18" 123.4 150.0 150.0 150.0 150.0 150.0 26-1/2' 83.8 150.0 150.0 118.9 150.0 150.0 37° 38_3/8" 60.0 120,1 150.0 85.2 150.0 150.0 44° 50.5 101.0 150.0 71.6 143.3 150.0 88° 38.7 79.3 119.0 58.3 112.6 150.0 71" 31.3 62.6 93.9 44.4 85.8 150.0 18" 93.8 150.0 150.0 132.7 150.0 150.0 26 -1/2' 50 -8/8" 63.5 127.1 150.0 90.2 150.0 150.0 37" 45.5 81.0 136,5 64.8 129.2 150.0 44° 38.3 78.5 114.8 54.3 108.6 150.0 18" „ 75.2 150.0 150.0 105.7 150.0 150.0 28 -1/2' 51.1 102,1 150.0 72.5 144.9 150.0 37° 83" 38.8 73.1 109.7 51.9 103.8 150.0 44' 30.8 81.5 92.3 43.6 87.3 130,9 18" 85.8 131.6 150.0 93,3 150.0 150.0 26 -1/2' 72" 44.7. 89.4 134.0 83.4 128.8 150.0 37' ° 32.0 94.0 96.0 45.4 90.8 138.2 18" 62.3 124.6 150.0 88,4 150,0 150.0 28 -1/2' 76° 42.3 84.7 127.0 80.1 120.1 150.0 37° 30.3 60.6 90.9 43.0 86.0 129.0 ALUMINUM BUCK ANCHORS ADJACENT TO MULLION AT H AD & SI I 4i. 0 . AS PER SHEET 14 TRIBUTARY WIDTH a 2 2 CLUSTER OF 2, 4, OR 6 ANCHORS (SEE CHARTS ABOVE). ALL OTHER BUCK ANCHORS AS PER SHEET 15. NOTE: ALUMINUM BUCKS ARE SUPPLIED WITH CLUSTER OF 2 (1 SCREW HOLE PER SIDE) STANDARD. EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED. NOTE: VALUES FROM CHARTS MAY BE INTERPOLATED BETWEEN SIZES V Z a F 9. Engr: JAYAD CW0.AHMA5 '' FtA?-PE Y 70592 C.A.N. 3536 PRODUCE REVISED as complying whh the Florida =1=8.12.0214: � o/¢; 8 droving no. W09 -13 (sheet 16 of 16 DAVID WEARME JOHNSON /& A 7740 SW. 104th STREET, SUITE 101 MIAMI, FLORIDA 33156 SHOP DRAWING DOCUMENT REVIEW rt FURNISH AS SUBMITTED 0 REVISE AND RESUBMIT ❑ REJECTED ❑ fURNASH AS CORMMSED Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requiem& of the drawings and spedons. This check is only for review of the general conformance with to design concept of the pried and general compliance with the information given in the contract documents. The contractor is responsmthle for: Confirming and correlating all quantities and dimensions; selecting Wombs processes and techniques of construction; coordinating his or her work with that of all other trades; and pc 'ng all work in a safe and satisfactory manner. Batt /• /• •/3 By: DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315.2590 F (786) 315 -2599 www.miaridade.nov /nera/ PGT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 "SGD -780" Aluminum Sliding Glass Door (Reinforced /Non - Reinforced) -- APPROVAL DOCUMENT: Drawing No. 8100-11, titled "Ahura. Sliding Glass Door, Impact ", . sheets 1 through 23 of 23, dated 05/01/2007 with revision "B" dated 10/13/2011, prepared by POT Industries, signed and sealed by Anthony Lynn Miller, 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 Section. 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 series and following statement: "Miami -Dade County Product Control Approved ", 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 # 11- 1018.12 and consists of this page 1 and evidence pages E -1 & E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. (04' NOA No 12- 0516.04 Expiration Date: August 02, 2017 Approval Date: August 02, 2012 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under file # # 11- 1018.12) 2. Drawing No. 8100 -11, titled "Alum. Sliding Glass Door, Impact ", sheets 1 through 23 of 23, dated 05/01/2007 with revision "B" dated 10/13/2011, prepared by PGT Industries, signed and sealed by Anthony Lynn Miller B. TESTS (submitted under file # # 11- 1018.12) 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 Aluminum SGD, prepared by Architectural Testing, Inc., Test Report No. ATI- 8124.01 - 401 -18, dated 11/13/2008, signed and sealed by Joseph A. Reed, 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 Aluminum SGD, prepared by Fenestration Testing Laboratory, Inc., Test Reports No {s) FTL -5618, dated 06/21/2008, FTL -5619, dated 07/07/2008, FTL -5254, dated 05/17/2007 and FTL -5273, dated 05/07/2007 respectively, all signed and sealed by Carlos S. Rionda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PGT Industries, dated 11/26/2008, signed and sealed by Lucas A. Turner, P. E. (Original submitted under files # 11- 1018.12/ # 08- 1202.11) 2. Glazing complies w/ ASTME - 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® interlayer ", expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButacitesD PVB Interlayer ", expiring on 12/11/2016. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their `Saflex and Vanceva clear and color interlayers ", expiring on 05/21/16. 4. Notice of Acceptance No. 08- 0520.08 issued to Solutia Inc. for their " Vanceva Composites Glass Interlayer ", expiring on 12/11/13 E -1 Jaime D. Gasco , F.E. Product Control Section Supervisor NOA No 12- 0516.04 Expiration Date: August 02, 2017 Approval Date: August 02, 2012 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 05/14/12, signed and sealed by Lyn Miller, P,E. 2. Statement letter issued by PGT, dated 05/14/12, "Renewal with no change "signed and sealed by Lyn Miller, P.E. 3. Statement letter of conformance and compliance with the FBC --2007 and FBC -2010, dated 10/14/2011, signed and sealed by Anthony Lynn Miller, P. E. (submitted under file # 11- 1018.12) 4. Statement letter of no financial interest, dated 10/14/2011, signed and sealed by Anthony Lynn Miller, P. E.(submitted under file # 11- 1018.12) 5. Letter of Adoption of as his Own, the Work of another Engineer per Section 61015- 27.001 of the FBPE, dated 10/07/2011 signed and sealed by Anthony Lynn Miller, P. E. (submitted under file # # 11- 1018.12) 6. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 11/26/2008, signed and sealed by Lucas A. Turner, P. E. (Submitted under previous NOA No, 08- 1202.11) 7. Lab compliance as part of the above referenced test reports. G. OTHER 1. This NOA renews NOA # 11- 1018.12, expiring on August 02, 2012. 2. Test proposal # 07 -2583, dated 03/19/07 approved by BCCO. Jaime D. Gascon, P.11. Product Control Section Supervisor NOA No 12- 0516.04 Expiration Date: August 02, 2017 Approval Date: August 02, 2012 E -2 GENERAL NOTES: IMPACT SLIDING GLASS DOOR 1. GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) Q GLASS STRENGTHS - T = TEMPERED Ea p HEAT STRENGTHED A= ANNEALED INTERLAYER TYPES - SGP = .090 DUPONT SENTRY GLAS PLUS SVS = .076 SOLUTIA VANCEVA STORM DBPVB = .090 DUPONT BUTACITE PVB SSPVB =.090 SOLUTIA SAFLEX PVB 1,3 - 7116° LAMI: (1) LITE OF 3/16" A GLASS AND (1) LITE OF 3/18" HS GLASS W/ AN .090 SOP OR .075 an INTERLAYER. 2,4 - 7/16" LAMI: (2) LITES OP 3/16" HS GLASS WITH AN .090 SOP OR .076 SVS INTERLAYER. 6,6 - 7/16" LAM: (1) LITE OF 3/16" A GLASS AND (1) UTE OF 3/16° Ij GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 7,9 - 9/16" LAM: (1) LITE OF 1/4° A GLASS AND (1) UTE OF 1/4" HS GLASS W/ AN .090 8QP OR .076 SVS INTERLAYER. 8,10 - 9/16° LAMI: (2) LITES OF 1/4" HS GLASS W/ AN .090 SGQ, OR .076 SA INTERLAYER. 11,12.9/16" LAME (1) LITE OF 114" A GLASS AND (1) LITE OF 1/4° ha GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER, 13,18.1 1/16" LAMI LG. 3/16° T EXT. CAP + 318" AIR SPACE + 7/16" LAMP: (1) LITE OF 3118" @ GLASS AND (1) LITE OF 3/18" •Ij4 GLASS W/ AN .090 SOP OR .075 $VS INTERLAYER. • 14,16 -1 1/16" LAMI 1.G. 3/16" T EXT. CAP + 3/8" AIR SPACE + 7/16° LAMI: (2) LITES OF 3/16" HS GLASS W/ AN .090 Slip OR .078 SVS INTERLAYER. NOA DRAWING MAP 17,18 -1 1/18° LAMP 1.0.3116° T EXT. CAP + 3/8° AIR SPACE + 7118" LAMI: (1) LITE OF 3/18° MASS AND (1) UTE OF 3/16" HLS GLASS W/ AN .090 DBPVB OR $SPVB INTERLAYER. 19,21.1 1/16" LAM LG. 3/18 "TEXT. CAP + 6/16" AIR SPACE + 9/16" LAM: (1) UTE OF 1/4" @ GLASS AND (1) LITE OF 114° HS GLASS W/ AN .090 Sfle OR .076 SVS INTERLAYER. 20,22.1 1/18" LAMI I.G. 3/16 "TEXT, CAP + W18" AIR SPACE + 9/18" LAM: (2) LITES OF 1/4" H8 GLASS W/ AN .090 SGP.OR .075 SVS INTERLAYER. 23,24 -1 1{16" LAMP LG. 3/16° TEXT. CAP + 8/18° AIR SPACE + 9/16" LAMI: (1) LITE OF 1/4" A GLASS AND MUTE OF 1/4" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER 28,27 -1 1/18" LAMP I.G,.1 /4 °TEXT. CAP +8116° AIR SPACE +7118" LAMI: (1) LITE OF 3/16° @ GLASS AND MUTE OF 3/16" ba, GLASS W/ AN .090 SOP OR .078 Y INTERLAYER. 28,28 -1 1/18" LAMI LG. 1/4° T EXT. CAP + 8/16" AIR SPACE + 7/16" LAM: (2) LITES OF 3/16° M. GLASS W/ AN .090 SCVP OR .075 SVS INTERLAYERi. 29,30.1 1/16" LAMI 1.0.1/4 "TEXT. CAP + 6116° AIR SPACE + 7/18" LAM: (1) UTE OF 3/16" A GLASS AND (1) LITE OF 3118" HAS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 31,33 -1 1/16" LAP-AI 1.0. 1/4" T EXT. CAP + 1/4" AIR SPACE + 9/16" LAMI: (1) LITE OF 1/4" @ GLASS AND (1) LITE OP 114" j GLASS W/ AN .090 SOP OR .078 SW) INTERLAYER. 32,34.1 1/16" LAMI Let 1/4 °TEXT. CAP + 1/4° AIR SPACE + 9/16" LAMP: (2) UTES OF 1/4" MOLASS W/ AN .090 SGP OR .076 MIS INTERLAYER. 36,36 -1 1/16" LAMP I.G. 1/4 "TEXT. CAP + 1/4" AIR SPACE + 9/16" LAMI: (1) LITE OF 1/4" @GLASS AND (1) LITE OF 1/4" HS GLASS W/ AN .090 DBPVB OR SSPVB INTERLAYER. 2. DESIGN P S8 A. NE ATIVE 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. 3. ANCHORAGE: THE 331/3% STRESS INCREASE PAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 4 THROUGH 13. 4. SHUTTERS ARE NOT REQUIRED. 5. INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT. ya p [wah tea 6. REFERENCES: TEST REPORTS FTL -6284, FTL-5273, FTL-5818, FTL -6819, ATI.81241.01. 401 -18-81 ELCO TEXTRON NOA 07- 0426.01, 03- 0228.08, ANSVAF&PA NDS -2006 FOR WOOD RUCTION AND ADM-2005 ALUMINUM DESIGN MANUAL AsasltN°ca Na 2� r- 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) 8. DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE, AS APPLICABLE. 9. CONFIGURATIONS: STRAIGHT DOORS - MAXIMUM 4 TRACKS BY 10 FT. (120") HIGH WITH A MAXIMUM OF EIGHT 6 FT. NOMINAL WIDE DOOR PANELS. INSIDE OR OUTSIDE CORNER DOORS - MAXIMUM OF 4 TRACKS BY 10 FT. (1201 HIGH WITH A MAXIMUM OF FOUR 5 FT. PANELS EACH SIDE OF CORNER SEE EXAMPLE ELEVATIONS, SHT.13 AND PANED. CONFIGURATIONS SHT.14. SHEET GENERAL NOTES.. ........ ..1 GLAZING DETAILS .».. .,2-3 ANCHORAGE............... »....4 -13 DESIGN PRESSURES 4-9 ELEVATIONS........». 14 CONFIGURATIONS.... «.14 -16 VERT. SECTIONS--16-17 HORIZ. SECTIONS.._ ..... 18.20 PARTS LIST- .„ 21 EXTRUSIONS.........- ... .. 22-23 X. XO, OX, )x i i i i 6 0)000(0, x00000, 00000X. 00000( OF: / OXO. Oxx. 0X1(, )oar OXXO, X0X0, OXXX, >COO( / / I --- rJ i 0)000(0, x00000, 00000X. 00000( OF: / OXO. Oxx. 0X1(, )oar OXXO, X0X0, OXXX, >COO( O)0000(0, )00000(0, 0)00000, y OXXXO )XXXO,OXXXX,XXXXX / / I --- rJ i O)0000(0, )00000(0, 0)00000, y OXXXO )XXXO,OXXXX,XXXXX / / / r rJ i OXXXO )XXXO,OXXXX,XXXXX 0)0000(0. )0000100(0, o)xxxxxx, PRODUCT REVISED an complying with the Florida Building Coda Acimpteso u.to J.J. R°mlaP F.K Dram fir F.K. 1 wi3/ii ndr lu 8/9/07 Realm a R°Y➢WW 14. FRC2010 CODE CHANGE REVISE NOTE t, ADD 01ASAKi OPIUM REVISE NOTE2AODGONWO.AND COSNER REl48S Nora row gliso mommesowlauFATIoNs aXXXVOr I 1070 TECHNOLOGY WINE NOKOMIS, FL 84270 P.O. BQX 1828 NOKOMIS, FL 34274 PT- VWblg Batter GENERAL NOTES AND MAP. ALUM. SLIDING GLASS DOOR, IMPACT batoloptio- Ron"- 1 NTS I / a 23 8100 -11 I B SAD780 / / / r rJ i 0)0000(0. )0000100(0, o)xxxxxx, PRODUCT REVISED an complying with the Florida Building Coda Acimpteso u.to J.J. R°mlaP F.K Dram fir F.K. 1 wi3/ii ndr lu 8/9/07 Realm a R°Y➢WW 14. FRC2010 CODE CHANGE REVISE NOTE t, ADD 01ASAKi OPIUM REVISE NOTE2AODGONWO.AND COSNER REl48S Nora row gliso mommesowlauFATIoNs aXXXVOr I 1070 TECHNOLOGY WINE NOKOMIS, FL 84270 P.O. BQX 1828 NOKOMIS, FL 34274 PT- VWblg Batter GENERAL NOTES AND MAP. ALUM. SLIDING GLASS DOOR, IMPACT batoloptio- Ron"- 1 NTS I / a 23 8100 -11 I B SAD780 EXTERIOR EXTERIOR 3/16° HS GLASS 3/16" HS GLASS A.090 SOP OR .076 SVS .090 DBPVB, SSPVB, SOP OR .07t SVS 3/16" HS GLASS 7/16" NOM. .66" NOM. GLASS BITE A 7/16" LAMI GLASS TYPES 2 & 4 3/16"A GLASS 7/16° NOM. .66" NOM. GLASS BITE 7/16" LAMI GLASS TYPES 1 3, 5 & 6 GLAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS • T = TEMPERED H$ = HEAT STRENGTHED A = ANNEALED INTERLAYER TYPES • SOP = .090 DUPONT SENTRY GLAS PLUS SVS = .076 SOLUTIA VANCEVA STORM DBPVB = .090 DUPONT BUTACIT'E PVB SSPVB ".090 SOLUTIA SAFLEX PVB EXTERIOR 1/4" HS GLASS .090 SOP OR .075 SVS 114° IA GLASS 9116° NOM. .66° NOM. GLASS BITE EXTERIOR 114° VA GLASS .090 DBPVB, SSPVB, S(1P OR .076 SVS 1/4' AMASS 9/16" NOM. 65° NOM. GLASS BITE ®9/16" LAMI GLASS TYPES 8 & 10 9/16" LAMI GLASS TYPES 7, 9, 11 & 12 PRODUCT REVISED as 410mplylnswitb tho R0tida Building Cada Acceptance No t7 ^r , q •■+, tad as Jf.f. araaf. FJc ° 9o1S'11 " m. a NO CHANGE NM SHEET 009,100, - AOOfPa'PVB AND 9fl8'LAW ammo agrAt t OT o f `tAeaPSCaBommooE7AtLSm()OVERALL thlORMYER OROS$ QUALM AVON8. BH/07 dd =OW I 070 tECHNOLOGYORIVE NOkOMIa FL $ 27B P.aagxMO NOKOMIS, FL 34274 LAM/ GLAZING DETAILS P ALUM. SLIDING GLASS DOOR - IMPACT vistb[y Getter lx 2 a 23 810041 P.E:968706 OUTSIDE OUTSIDE 3/16° HS GLASS 3/16" HS GLASS A .090 SOP ORS SVS 3/18° HS GLASS 3/8" AIR SPACE 3/18"0R114 °T 1 1/16' NOM. .66' NOM. GLASS BITE 1 1/16" LAMI I.G. TYPES 14, 16, 26 & 28 .090 DBPVB, SSPVB, SOP OR .076 SVS 3116° A GLASS 3/6 AIR SPACE 3/16" OR 1(4" T 1 1/16" NOM. 1 1/16" LAMI 1.G. TYPES 13,15,17,18, 25, 27, 29 & 30 GLAZING TYPE OPTIONS KEYS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) GLASS STRENGTHS - T = TEMPERED H8 = HEAT STRENOTHED A IANNEALED INTERLAYER TYPES • SOP = .090 DUPONT SENTRY GLAS PLUS SVS„ .076 SOLUTIA VANCEVA STORM DBPVB = .090 DUPONT BUTACITE PVB SSPVB = .090 SOLUTIA SAFLEX PVB OUTSIDE 1/4' HS GLASS .090 3QP OR 076 SVS 1/4" H8 GLASS 3/8° AIR SPACE 3/16' OR 1/4 I 1 1116" NOM. 1 1/16" LAMI I.G. TYPES 20 & 22 OUTSIDE 1/4" HO GLASS A90 DBPVB, SSPVB, SOP OR PO SVS 114 "gGLASS 316" AIR SPACE 3/16" OR 1/4" T 1 1/16° NOM. A 1 1/16" LAMI I.G. TYPES 19, 21, 23, 24, 31, 33, 35 & 36 e",cer J.J. Ron FiK risen F.K. B NO CHANGE THIS SHEET A,Otb,is AO5 f OSMAN,LO " 6W6• FYEANOBNB°tAM10M2jNQOETAS8.... A EXFANSDBITILO TOGOVErmu INI {AP5R cawomUF70A71Oa8, aa,otedEt. balm Ad. MONO 1070 TECHNOLQDYORIVE NOXCMB, FL 34276 PO EQX 7648 NOKOMIS, FL 34274 PiclE V ith/y Beast LAMI LG. GLAZING DETAILS ALUM. SLIDING GLASS DOOR, IMPACT--------- - mono lx 3 a 23 I 8100 -11 B PRODUCT REVISED aseom plyiugwh6thoNlorida nw� -err. ado P,oductControl rtlitt oNy 4YNNIM /r�F��i�i �.•yc9NSr ' . P * No. 58706 k ' -0 Q Io .°P \„ - �� A. LV MiIiM P.E. P•&# 58705 i4 DESIGN PRESSURE AND ANCHORAGE - NO REINFORCEMENT - 41/2" OR b 1/4" SILL (SEE NOTES BELOW FOR OTHER SILLS TABLE 1. Laml 7/16 Ann /Heat WI SOP or SVS Interlayer >HEAD & SILL (H &S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 1 3 >JAMB ANCHOR QTY. >P -HOOK ANCHOR MY. (SEE DETAIL SHT. 13) DOOR HEIGHT (d: 84 ` P : i (7 :T1 7 T i : e i 114 g: i' /1 PANEL WIDTH FRAME SIDE v a g a g .- v a g ° g C', g - N § v a 4 - S of g 8 $ cJ g TABLE 1A. SILL HT. VS POS. DP SILL HEIGHT POS. . DESIGN PRESSURE DESIGN PRESS. +: i. :., +i Il i i +80/-80 +: i : , . i7 -0 +80/ -70 +: i7- i +:Ti7 -70 24" (20) H&S C4 +1 C4 +1 C4+1 C4 +1 C4 +1 C4 +1 C4+1 C4+1 C4+1 C4 +1 C4 +1 C4 +1 C4+1 C4 +1 C4+1 C4+1 C4 +1 C4+1 C4 +1 C4 +1 04 +1 C4 +1 C4 +1 04 +1 JAMB 0 8 8 8 8 8 9 9 9 9 9 9 10 10 10 10 10 10 11 11 11 11 11 11 ' • • 001001111:7111011111L111111LIMMt011L11110�00 6 6 �� 6 1 6/8" N/A DESIGN PRE88. : i : r :ti ;ri.: :.,7 .. i +60 -70 +601-70 +. a7 -', 30" (28) 11103111:3211EMIEM MII•u,+ .% • a' IEIIIIMIE I MI K= I •��` IE I •� LItILMII •fflill DEI C4+1 23/4" +60.0 PSF JAMB 8 8 8 8 8 8 9 9 9 10 10 1D 10 10 10 11 11 11 ma 11 1 P-HOOK 4 4 4 4 4 4 MI 8 6 6 NH 6 5 5 5 5 5 6 6 . 6 6 6 3 1/2" +73.3 PSF DESIGN PRESS. : iT :7i :ii : i +80/-80 :, i +50)_70 , 0 +07' • 36" (30) •1 t 4 112" +80.0 PSF �QIOO�O:D�� O MME ��' �� 11 .. IIIIaotIM■o■1111 OLIO M■r ELaoosMIooaKill0000000 6 5114" +80.0 PSF 'ESa p9-85 ii :t i7<T, :,7 , 9,' , fill. :17:T:, 42" H&S l ZJL I1=1MiilIB ilC• C k1L UllMEII a1L IEzJ EIMa�Li1C•Ti��1ELEIL SI1 11E21 •,, SEE NOTES 1-3 7 • 4 8 4 4 6 6 6 6 6 b . b b 8 6 6 8 6 6 8 6 6 ?AYUf> �B arAorlde m f r AaaFWate No 2-0 6•,. DESIGN ' ' . i : i :Ti � :r�r�7 "7 .- i+LZ� 48°(40) �PRE � ELIA�MM t7i'R� EMI IE Iii 1 I4iG7l r L•�•iil�IE21 r�7 �IEZEIKw�D3 11=111[M11 l'-T' ems' YiY��'Ol ■• 7 MU dMIELE0KM NM tIIt1♦ Mil OM 01111111100®MIMI MLA KM MLA MIN MEMiO Mil ®KIM 11. P -HOG •0•1311 Mal 0113111111131111;1♦1110111tIIDDIIMIDEIZE RAI EIJI NUN I ICIINM MIMI 6 DES PRESS +60/0 atti M+..5-68.5 PANELS OVER 48" WIDE NOTAVAIABLEOVER95°HIGH 64'(46) I�MILMIL '! Tu'f7 • •eILE ME I 00 EallaaCllEM iPM Mil till MEEIL jIL�M1��MIIL likaI0r0 MEIL Date A.., 1A ,- ®00 ��In00000�000 DES ON PRESS. �4( T,� • " ^d' . 60° (50) 1111131111[ ®DNCIIIIIIEMtMOIIE1111Ot'1MEIOta 4 i:S:IEZIEMIMLII 7MIMIG•' 7tE210211• 4 6 6 6 S S 6 P VII PRODUCT REVISED as complyingwbh diofilerida Cana ° 0.i - io;8or IGe D, tAii :. • rf- y _ ezet y. By •.. 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4 1/2" OR 6 114" SILL. 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 50 PSF MAX AND WITH THE 31/2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX OH LENGTH I I I I 1 r I r. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 2A. 3.23/4 ", 31/2", 41/2° AND 51/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 15tS" SILL IS NOT AND MUST ONLY + 4 OVERF OH LENGTH BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY BE USED 1 118 CONDITION IS NOT RATED OR WATEOVERHANG ILTRATION COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM): HEIGHT 4. ANCHOR TYPES: 1.1/4" ELCO ULTRACON (FORMERLY TAPCON) 2 114" ELCO SS4 CRETE -FLEX 3. #12 STEEL SCREW (G6) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. LI 4H HEIGHT EQUAL TO 1 OR GREATER ``''0�o (1 • LYNN 4,',,,, ,„' :. ' �1CRN Nip '• r '•. * * : No. 58705 7=-0,, A o ►i r) ? ,, = al•., STA £ :' ��: , ,` '• FCORIOP.' •C:IN,S. , F •• .. ..1.45,1 ONA1 j 1�N N‘• �1+'L'� A LYNN P.E# P,E. 0. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 1,3 - 7/16"" LAMI (f-HS W/ SOP, OR S) SEE NOTE 3 ® ..sear. a i¢a aIa,a ".'. +ar. DP AND ANCNORACE, LAM! TABLE I awmsy naa 3/11 Waimea 4078 KOMIOLOOYDRIVE Nouo> et- w 84276 ALUM: SLIDING GLASS DOOR, IMPACT •� """e7 PJL mames F.K. acaaaa, M IMSDCHANGE TAWW.RANUA voHOPAOr� ... __. ._ ... __._. _ P.QBQX184 IIRBT Onto gM101 A or "aEr. ADD NO7E8l B2L aro&. ZIP, MASS TYPES AN0ANOHOR WPM omx I NOKOMIS, FL M274 V)sibly Better 80D780 IOW NT$1 4 23 I mwpaa 8700 -71 ar" B DESIGN PRESSURE AND ANCHORAGE - NO REINFORCEMENT - 4 1/2" OR 6114" SILL (SEE NOTES BELOW FOR OTHER SILLS1 TABLE 2. Lam) 9/16 AnnlHoatw/ GLASS TYPES: 7 SOP or SVS Intorlayer >HEAD & SILL (H &S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL 0 >JAMB ANCHOR QTY. >P -HOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DOOR HEIGHT -616 j 84" (70) 90" (78) 98" (80 02" (88) 108" (90 114" (98) 120" (100) NOM. PANEL FRAME WIDTH SIDE $ 8 8 8 $ 8 TABLE 2A. SILL NT. VS POS. DP SILL HEIGHT POS. DESIGN PRESSURE DESIGN PRESS. + "i+ : , +801 -80 +80/ -60 +801-80 +a0- 0 tt -7l +: f -, ,. i 24" (20) H&8 C441 C4 +1 04 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +1 C4 +( C4+1 C4 +1 C4 +1 04+1 C4 +1 C4 +1 C4+1 C4 +1 C4 +1 C4+1 04 +1 C4+1 C4 +1 JAMB 8 8 8 8 8 8 9 9 9 9 9 9 10 10 10 10 10 10 If 11 11 11 11 11 P4-1001(4 4 4 4 4 4 5 5 6 6 5 b 6 5 6 6 8 8 8 6 16/8" N/A DESIGN PRESS. +80/ -80 +80/ -80 +8-80 +801 -80 +60/-70 +601-70 +801 -70 + 80/-70 30" (28) 1188 C4+1 C4+1 04 +1 04 +1 04 +1 04 +1 04 +1 C4+1 04+1 04+1 04 +1 04 +1 04 +1 04 +1 04 +1 04 +1 04 +1 04 +1 04 +1 04 +1 94 +1 04 +1 C4+1 C4+1 2 3/4" +50.0 PSF JAMB 8 8 8 8 8 8 9 9 9 9 9 9 10 10 - 10 10 10 10 11 11 11 11 11 11 4100KIMINO111211111113=1111112111111011 ID ©D1MILIIIILIvIKIIIIIMv0 MILJI 8 31/2" +73.3 PSF DESIGN PRESS. mama= + ;0/.80 amacommavama mirimamaas + , +50/ -70 +801.79 38" ) 1112A MEI MilMfil Mil MEIMill M i Ml 'l ai lMil �� M 05+1 04+ -.:. 41/2" +80.0 PSF 8 e e d e 4 4 6 5 8 H�� 6 B 6 6 6 8 6 6 6 6 6 8 61/4" +80.0 PSF 0 - eNPRESS. :I, :, :, :� :.,T , :,T , +:+d , +;'- , 42"(38) M3EI MEI M1JIM1U•tl)1EHE0EE1IM3 .1, +2 SEE NOTES 1-3 ULITZ2 1112111111=11113111001L1111MIMI 111113111O111131111MQIDODOO1C111v11111 13U 1EIMM ©MM 1 7 Ptt/�OC1RBh&WC8 MwSUC1R W0l+:drld9 MdNRttbde ' ""e"° 2., '.OIt ar ,. r '17 ..A<......- DESIGN PRESS. allaamikahiji:Tiama :T,1 :;, a , ,===== +:T,7- • +:m. , 48 "(40) NUR F'= ' IE21110111O1111111VD M1 MEIMEIM21EZEIMEll ®OIMAI MIEMEIMIIVea l MEIMILIIMEI E.,1 ' Mill IIMEI ^�uIIMEIMU C8 +2 111311111EMECIIIIMIllallik1111011111EMILEMEIMMII E)♦ 11 - e+`0000�001v10� ©0��I00 ©00� 7 DESIGN PRESS. :'+ . "+ : : , :i +T :', aa : ,7 :T, PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH b4(46) MIMI c ii IMEIMa Mil L ]EMIMil LIM MEI r..IIIMIE1 EMI r■aII0 ®OV ®��I��1K• P- OOKQ ICE Q112•Q1111100© ELM 0NEM . ^'rt" ... er -,. DESIGN SS. +..8p b� 1.1111 80"(80) H&S MEIMUI MI ®0� MaMEIL 7[:LIfMh�C�I['.•3EIMEI ®)017 �a MN KM 5 '' ILJEI JAMB Sal 6 NMI 7 P•-IOOK 4 4 7 4 4 7 b 8 7 .PRODUCT REWIND +>8 aommplylns with ldo MI6 MAMA* Code AAccepptanc No 11 -tO.le 1& (-+ OH LENGTH I. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4 Ur OR 6 1/4" SILL. I 2. WHEN USING THE 23/4" SILL, POSITIVE DP IS 50 PSF MAX. AND WITH THE 3112" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. " -''�{ ��'©k. 1 ', Mievnli 04 P , , aaO Ital II YNIt / (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A. 3.23/4 ", 31/2", 41/2" AND 51/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1 618" SILL IS NOT AND MUST ONLY . OVERHANG OH LENGTH BE USED 'THIS THE T ON I NOT RATED AN OVERHANG WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); HEIGHT " " 4. ANCHOR TYPES: 1.1/4 ELCO ULTRACON (FORMERLY TAPCON) 2.1/4 ELCO 8S4 CRETE -FLEX 3, #12 STEEL SCREW (G6) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. OH HEIGHT EQUAL TO1 OR GREATER:' ```��oNI 4 .� `„• . 4%oENS4 ••.p .` 1k r No, 68706 _ • '�: ' ( ° Ntl r /: ;o�•. STn 4�• . � Fs' .!�0oa�L P.• ��._ .'!sNA ` � ��J A.LYNNm m P.E. PEA 68705 8. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 7,9- 9 /18 "LAMI(AHSW /8QPORRV) SEE NOTE 3 aeeex vow DP AND ANCHORAGE, LAMI TABLE 2 o on i Rortalmai NOCHANGETHISSt T 1� ' KOMISF� 'e a. AC 7kpmar, F.K W_• P0 ST O-11111-- ---r ALUM. IMPACT- EASY ae5 611/77 A CLedrldalc EWOPAAOANOHOAAGETABLE mot I NOKOtl&FL34274 Vistb(yBetter 4 I 6 e/ I 8i0D -ii B DESIGN PRESSURE AND ANCHORAGE - FULL REINFORCEMENT - 61/4" SILL (SEE NOTES BELOW FOR OTHER SILLS) TABLE 3. LamI 7/16 or 9118 Heat/Heat wl SOP or SVS Intertayer >HEAD & SILL (H46) INTERLOCK & STRAIGHT& CORNER ASTRAGAL CLUSTER PLUS ANCHOR QTY. PER PANEL GLASS TYPES: 2 4, 8, 10 >JAMB ANCHOR OW. >P -NOOK ANCHOR QTY. (SEE DETAIL SHT. 13) DbCR HEIGHT 80" (88) 84" (70) 90" (78) 98" (80) 02° (88) 108° (90) 14" (98) 120° (100) PAONEL WIDTH FRAME SIDE - c l' ri a <^ a or ai �i a .- a g ai c3 .- ° of .. a 8 of c1 (5 .. o 55 a a3' a 8 .- a a of O ai TABLE 3A. SILL HT. VS POS. DP SILL HEIGHT POS. DESIGN PRESSURE DESIGN PRESS. +105/415 +105/-11 +105/ 41 +105/ -11 +1051 -11.3 +1081 -115 +108/ -1(5 +105!.11 H&8 C4 +1 C4 +1 C4 +1 C4 +1 04 +1 C4 +1 04 +1 C4+1 C4 +1 04 +1 C4 +1 C4 +1 C4+1 C4 +1 C4 +1 C4 +1 C4 +1 C5+1 C4+1 C4 +1 C5 +1 C4 +1 04 +1 C5 +1 24" (20) JAMB aael►■111131111111111112/"MEIQQ`:,NEN 8 +1051-115 8 8 8 8 8 9 0 9 9 9 9 10 10 10 11 10 10 11 11 11 12 11 11 : 5 6 8 IIGUIIIILIIIIENING111 6 6 6 8 8 111:31Q +1 6 1 5/8° N/A DESIGN PR SS. ,ht +1051 -115 I s •T -115 lEalill 30" (26) MU MENEM �o�■ivoo�oKM UM _ ■no _AM ®�iL7�J� 2 3/4" +60.0 PSF ®Ma� 11 L�`ir ar° • 0MO000ILIIMMIRM00 aM(•"= 6 6 MAME O Ma O111121111/1 ,T. t• ' 11:111Q + e.,.. 7 : 3 1/2° +73.3 PSF DESIGN PRESS. ' T: 'a EaUE IMUIEMKO 02111:10 11.03 EllaZal EMI .i QM IIMMEMI Z iaa%1 08+ Mil NMI ®01111E211 07 +2 41(2° +100.0 PSF 38 (30) ' JAMB 11 8 IMIll 12 12 9 10 13 10 14 10 11 15 11 12 18 11 12 17 12 1 P -HOOK 4 4 4 min 5 5 7 8 MI 7 6 6 7 5 5 8 8 8 8 8 8 9 5 1/4° +105.0 PSF DESKG P- -3.' =Ram= mi;ipimaus. imagra mizakia. min7 a6b� + ':+ inn IZZi EM1LEM IIMUMEILMI IMO MU 08+2 iiMii ' [M OE .rBILJUZI MEI C9 +2 SEE NOTES 1-3 42" (38) JAMB 9 10 13 10 10 10 11 11 12 13 17 12 13 18 13 14 19 MI 15 P•HOOK 4 7 4 4 7 e 5 7 MI 5 5 8 5 5 9 8 8 9 8 10 PIH#D=urtayia r�isK6Ae florid* Aeaia No 4 / /6't9� DESIGN �7� ' :' ' Mi%IC MI-� I' I + I- -. �PRrE�SS. MU'�' ��Qa"' iUMU �'� ®'T ® 1= "1` M '�' �MU �09+3 M 48"(40) IIIESI WM Illal IKE KIM MEN EL111 ®aLa ® ®® Eallira Nan NEM I�IliElKa IllEill 110110ILA �S'2•"',i EMI= Ilia .nDOMAKE Atl0____ a3111©aLa 11 DESIGN PRE =L•, + ':. - d. +105/- 15 a:r PANELS OVER 48" WIDE NOT AVAILABLE OVER 08" HIGH H &S 04 +2 04+1 08 +3 04+2 C4+1 07 +3 64"(46) '"' �MMiEllNEVI ® ®�iE�iLlfla 8 5 0 QKA� rrir �r-17 �w P- HOOK�KatM000 DESIGN PRE ;: ':7 ':f + Sri - 5 Et "j.r .. ate.: H &8 C4 +2 04+2 C8+4 60"(60) /EIS - "00K ®f © ®ME ®11111112M Kin MEWLS ®iLINfia 8 6 11 8 4 9 8 4 9 8 5 ' PRODUCPRBVIB$D at oampty4h3 with &e Florida IlufdiagCoda Aeceplmroallo . O tix . . , ... ,,:, .1..'t' ., Ize►i& al. B— i""``" ^. - 1. POSITIVE PRESSURES IJ TABLE ARE BASED ON THE USE OF THE 5 1/4" SILL 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP IS 60.0 PSF MAX., WITH THE 31/2° SILL, POSITIVE OP 18 73.3 PSF MAX AND -+ OH LENGTH WITH THE 41/2" SILL, POSITIVE DP 13100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED), SEE TABLE 3A 3.2 314°, 31/2", 4112° AND 51/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1518" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 3 MAY BE USED 1 OVERHANG Miaat R lkxikot OH LENGTH WHEN THE DOOR IS THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAORAMk HEIGHT 4. ANCHOR TYPES: 1.114" ELCO ULTRACON (FORMERLY TAPCON) 2.1/4 ELCO 884 CRETE -FLEX 3. #12 STEEL SCREW (96) 8. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 1I 8. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 1 EQUAL TO 1 OR GREATF..R ``�`�`pNY .......................................... .� 4`2`,: �.( �; * ; - No. 68706 = t - o 0 � ' p• %�`'• '' FtoRoA••' ,i,� s• "••'•• 'h,`,S)//tO� NAL ALY1 �At( p.5,8/2103 . i . • ►7 ( R a •�` • ` r: F,'• qJ`�• .` P.E 2,4 - 7H8" LAMI (ti8• w/ §13. P OR V,) 8,10 -9118" LAMI (HS-HS W/ SOP OR SVS) SEE NOTE 3 Moscato OM Wilma DP AND ANCHORAGE, LAM!TABLE3 Aa'N, oaten 1011311 Perarm+a 8 NO CHANGE THIS SHEET VWTECMVOLOrDRIVE NKMEFLMe T 1Na ALUM. SLIDING GLASS DOOR, IMPACT ii nueit NC -Bow WNW a•vWma A NE WDPANDANCHORAGHTA91E P.ft BQX1d28 sewn I grew NTS i aa.,o 6 °+ 2$ amada. 8100.11 8 barn F.K ao, fin/07 Checked - Dal„ I NOXOM3, PL $4X74 v4,11,6 Better DESIGN PRESSURE AND ANCHORAGE - NO REINFORCEMENT - 41/2" OR 61/4" SILL (SEE NOTES BELOW FOR OTHER SILLS) TABLE 4. Lauri I.G. w/ 7M8 or 9/16 Lam, AnnHeatw/ 80P or Vanceva Intertayer >HEAD & SILL (H &S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR 01Y. PER PANEL GLASS TYPES: 13,16,19, 21, 25, 27, 31, 33 >JAMB ANCHOR QTY. >P -HOOK ANCHOR 01Y. (SEE DETAIL SHT. 13) DOOR HEIGHT NOM. o a a o R WIDTH BIDE tJ N 0/ +; , ,?0 +801 - 0 �yjy�(� DESIGN PRESS. +50/40 +nu'. 10 10 10 ® ® ®® C4 +1 04+1 L� �r I� �ri+AirM � �r'. �1 !w��Ta��+O� . 08" (90) " (100 0 8 O "CmJ�0� 8 8 IVVO�Ot�� 6 b 6 5 6 ��11/1� . ,,., �� 4 4 p s Wain ODA DESIGN PRESS. T, : ' : "• ° + , 70 E [03LEii1L?�iiE il[.tiLL IL�.li1LE AMEIEAIM 1L:IIi1LM4�' MEERI LIMEMI��'' ilEMI 1L�EIMII 1 X010010000011 EA 1E111 10 ��'��11�MA ��M I�� .,, ti3OQ11 010 5 6 ©R��1� 5 0 6 6 WM 8 ��11�10 DESIGN PRESS. + :L +.5 + IL ?i +: 7 : +. +: iT. , +:',i- 0 fT- 0 +o +. - 0 H&8 C4 +1 C4 +1 04+1 C4+1 04+1 04 +1 04 +1 C4 +1 C4 +1 C4 +1 04 +1 C4 +1 C4 +1 C4 +1 04 +1 04 +1 C4 +1 C4 +1 C4 +1 C4+1 C6+1 04 +1 08+1 38" (30) .IAMB 9 8 8 9 8 8 9 9 9 10 9 9 10 10 10 10 10 10 11 11 ' 11 11 11 • • D11311��v R1f______ M 6 6 Q11 11[ IR MA DESIGN PRESS. : , +.', -80 : , ' + -80 TP ' 1 : �r , :T,7. , L�LmL L�.iii MEM]G M/L:v11 •' C:�iIL:MLaaIL g1KA �=ElM 1[ 1MilEI+ I D3 ema it �0U� MARE E7�O101�L7� EMU �iEf MELMMAII 71 I F iM •• ppURRERE �OOId T0EA �100100A� ♦ IV DE810 PRESS. c, :' +:..80' RDA EIEL?,511EMIK ilLM/Ll3L Lam. 1LML01WUKaaKALOILUI L 1EM ENL 911=11 EINL 1 ;t•T•T51AOO�O 11{00 00R1AN 8 8 5 5 7 8 8 7 8 6 8'D PRESS. : , :Ta : : oL, : ,i.7i1� HIED ii■0WE MA KEEN i ©O ELM iiilL111101 . • 101010100WE � ©��IMM IGN PRESS: : t ' 1 =� L 31Lail[.27LMLALE2IL L iLMIL J1=1E21 617' R'Lts1WMMAMA YARAUErAI�� ® NIA RA 30" (20) +1 11 6 C4 +1 11 42" (36) 48" (40) 54" 06) D. HAS K 4 +89.' '.9 SEE EXAMPLE OX-X0 CORNER ANCHORAGE PLAN AND OXX STRAIGHT DOOR ANCHORAGE PLAN ON SHEET 10 PANELS OVER 48" WIDE NOT AVAI ABLE OVER 98" HIGH 6 TABLE 4A. SILL HT. VS P08. DP SILL HEIGHT 1 518" POS. DESIGN PRESSURE N/A 23/4" +50.0 PSF 31/2" +73.3 PSF 4112" +80.0 PSF 5114" +80.0 PSF SEE NOTES 1 -3 7 05 +2 1 7 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2" OR 51/4" SILL. 2. WHEN USING THE 2 3/4" 811.1_, POSITIVE DP 18 50 PSF MAX. AND WITH THE 3 1/2" SILL, POSITIVE PRESSURES IS 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 4A. 3.23/4 ", 31/2", 4 112" AND 61/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 16/8" 811.E 18 NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE 18 NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 4 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION 18 NOT RATED FOR WATER INFILTRATION. 4. ANCHOR TYPES: 1.114" ELCO ULTRACON (FORMERLY TAPCON) 2.1/4" 31.00 894 CRETE-FLEX 3.#12 STEEL SCREW (136) 6. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 8. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 13,16 - 1 1/16" LAMI I.G. 3118" T EXT. CAP, 3/8' AIR SPACE & 7718" LAMI (1LN -HS W/ S ©P OR M) 19,21 -1 1/16" LAM I.G. 3/16" T EXT. CAP, 5 /16" AIR SPACE & 9116" LAMI (M-01 W/ SOP OR 25,27' -1 1/16" LAMI I.G. 114 "TEXT. CAP, 6/16" AIR SPACE & 7/16" LAMI (A11-HS W/ 8t3P OR kM) 31,33 -1 1/18" LAMI LG. 114 "TEXT. CAP,1 /4" AIR SPACE & 8116" LAMI (M-HS W/ 8.P OR SVS) r OH LENGTH — _ I 2y OH OH HELE IOHHTT HEIGHT L SEE NOTE 3 EQUAL TO 1 OR GREATER � 070 =maw 127Ov8 T NoKOM148 FL8427B P.c.. Kw W19 NOKOMIS FL 34274 Visibly ,getter 0,,� eom DP AND ANCHORAGE, LAMI LG. TABLE 4 aa" ALUM. SLIDING GLASS DOOR, IMPACT setrmaaet moat nreasvka 890780 NTS I 7 a 23 1 8100 -11 PRODUCTRSVISIOO B cmn�pl v.16 dm Florida AccepianevNo O �Jvv� v ftN 1 No 68105 ;a t: "i0 ' • FLORA•' ..... / /f� ,SIUi4AN; Oss A.1-1414 M1u:Ct4 P.& P.E#68706 FULL REINFORCEMENT 51/4" SILL (SEE NOTES BELOW FOR OTHER SIL I SI TABLE 6. DESIGN PRESSURE AND ANCHORAGE - - LamI 1.G. WI 7116 or 8/16 Lam1 Heat/Heat WI 8GP or Vanceva Into rlayor >HEAD & SILL (H &S) INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER PLUS ANCHOR 01Y. PER PANEL GLASS TYPES: 14, 18, 20, 22, 26, 28, 32, 34 >JAMB ANCHOR QTY. >P•HOOK ANCHOR QTY. (SEE DETAIL BHT. 13) DOOR HEIGHT PA" (AR 84" (70) 1 80" (78) 98`(80) 102° (86 08" (90) 114" (96) 120" (100) PANE WIDTH FRAMR SIDE 8 2 CONE 8 2,3, WOOD 8 8 cf a 8 2, CONC j, 2,3, WOOD ONOO i 8 8 2 ° cZ 2, CONC TABLE SA. SILL HT. VS POS. DP SILL HEIGHT POS. DESIGN PRESSURE DESIGN PRESS. +106/- -916 + « . 6 1.11111ZOMAIMI 1. 116 + 'T•;. 6 + V- 6 11.1111Majall. III[ I�1�I� + 0-115 Mil EMIOM +lutv-i1b MLEILI +1 ®® 11 6 +1 •r'- . •[.1311 07 +1 13 1=1[211=1 Ka000�r AI131111112•MI + 14 115 141211 MICA IOWM / '��[l 110/1131111 ILED1111A1OODDUILIIIU111aM♦OM11DIILIIIII<III '' giO3i111E2111EZIE1111 o�oWAIL kialli 11 ' IC 102111 MI©IIELI 'a IEZIEMI 24"(20) tl` 1518° N/A [aali • SIGN PRESS. 23/4' +50.0 PSF 38' (28) MEM E2.u7111113110<tlIECIII1311DM1111`21111111111111111111111MONEI P- HOOK Lli1C:Si1 EMI KIIIQQIICIIII100pILIII00EJIIILIII1IEM + N. 16 MEIN II EIEllilEMI + 061-116 Mil maidargammEragammia MEI Lt i1CTUIUEEO s GTMi![s'MN:'T. 111111111011 SIBILAMIll ILIIIIMIIIiill0111:111111a111131111011 113115111111:111111= makariam E Jt i1C7ml=IEI `I ® ®®IER 8 6 •+ MN 11 ,i:i . +1 ., C7 +2 13 6 6 9 +06/196 3112" +73.3 PSF DES e PRESS. + ,T. -118 4112 5 1/4° +100.0 PSF +105.0 PSF Iran EMI lit EMI ILMIEUEI IIEZIA Ma ia Lail C:ta lag Mil aGWEIIEZEIMO liallIlAIIIMI®i! 6 6 7 Ela Cali 6 6 8 38 "(30) EMU KE/ Iill QIIE 4 4 6 ®I0 MLA 6 6 7 ®i1111<E ll1Qi1111011 P•1-100K 4 4 8 6 6 7 +1051 +105/ -116 005/. t +106/ -111 +106/91 • +1051-11 • bESION 42"(36) PRESS. I t + 13 05/ -115 9 10 Mill 13 -115 I J 10 t26 +2 10 i11L It tIMIII 1t 12 rI 16 . lEI II 12 13 17 12 L JL I 18 MIIKIE 13 gm C iII I 19 14 .• 2 15 SEE NOTES 1-3 14 , 11 tRthethske tlMe�e No � •• El 4 4 7 4 4 7 5 7 . 8 6 5 8 5 6 6 6 6 8 10 DESIGN PRE 1 «= M « a Mir j I , . +105/ -1 • 48"(40) Ma K:gI[: Mill1101111111311M1111110111EN ] G21EEMOB[M7C• KEill 1111311 ®Q11IMENIEN EMI[ ] •' ECII[r. IMIK Q14.'" IIIMEH 'Lil 09+3 1EMIL IIE MOWN NEI RIM Q.,•011®1111311I1131 ILA WIll 11 ' •• LIO ©Q NMI:II00�0��0�MI 0MLtI 11 • c1 PRESS. PANELS OVER 48" WIDE NOT AVAILABLE OVER 98" HIGH Ayo�ptsa ? ''-.7.(1.1f 64"(46) WEE iiUMI . • • EMI taillE4411 111011MIIIEEll • I • • EZEi Ilikill Milian ® ® � En ILA li..MIEZEI MUM Ma Mil EMI Apo F i1EiLltKiLII v Q O� � maramignmagaram DESIGN PRESS. + ,L". 5 + , f• 5 ( IIIEI • ® ®iI>ri0=21111f3r7IELEIENI ®KMIE PRODUCTRVVISED as complying with the Merida E ROding Code Aw•pt�•• M © I P -HOOK 6 9 6 4 9 6 5 1! 8 6 11 1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 6 1/4" SILL. 2. WHEN USING THE 2 314° SILL, POSITIVE DP IS 50.0 PSF MAX., WITH THE 31/2 SILL, POSITIVE DP IS 73.3 PSF MAX AND WITH THE 4 1/2" SILL, POSITIVE DP 13100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 5A. 3 41/2' AND 61/4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1618" SILL IS NOT AND MUST I- OH LENGTH 3.2 314°, _, . .ti:,..: ;rr;7r4 p "ife., Imo" hi_.... i tvi�mi F.:: `ra • . tra tt t t Huth/ ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 5 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) FOR WATER INFILTRATION. OVERHANG OH LENGTH THIS CONDITION IS NOT RATED CRETE #12 STEEL SCREW (05) OH HEIGHT EQUAL TO 1 OR G�� 4. ANCHOR TYPES: 1.1/4° ELCO ULTRACON (FORMERLY TAPCON) 2.1/4" ELCO SS4 -FLEX 3. OH 6. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. HEIGHT 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) `, `', N M , ��` Y �'�• n�FR `' O0 • : • • *HS6 �`� `>G •• = * 56106 w'. - 14,18 - 1 1/16" LAM' I.G. 3/18" T EXT. CAP, 318" AIR SPACE & 7/16" LAMI (HS -,(18 W/ �,,GP OR S,_,�/3) 20,22.1 1116" LAMI 10. 3/16" T EXT. CAP, 5118° AIR SPACE & 8/18" LAMI (CIS -HS W/ SOP OR SVSj 28,28 -1 1/18" L.AMI 1,0. 1/4 °TEXT. CAP, 5118" AIR SPACE & 7/16" LAMI (HS-HS W/ SOP OR SVS) SEE N{) j E 3 32,34. 9 1/18° LAMI I.O. 1/4 "TEXT. CAP, 1,4" A� SPACE & 81f8" LAMI (H8.118 W/ Bap OR SAS a A ti U,t, . Revd^. nab gMae,w 107070121N0100YDRIVE NO1COhE8.FL94213 v a IM 48Re N o x o u r s , r � a a a T a Y,s,b/p Feuer• Rwmp."s DP AND ANCHORAGE, LAM!LG. TABLE ',�'Ap�•.., FLOtk��P ''. '•I,,SSIo14 •``• _ J A. LYN S88 P.E. PE.@88708 R°"4 O1ao/1V1r ` NO CHANGE THIS SHEET ALUM. SLIDING GLASS DOOR IMPACT RbadeY. AK Ma fl, PT MN= = A NEW tF'ANDANGA)RABETAEE BOSGO78 ! Y a D T 8 0 "�° , N7u X18 ` 8 a 23 ... Ka `. 8100-11 Re° 8 ,o d�"F F.K. ma: 6/1/07 C R e o tr d @ F o m o , DESIGN PRESSURE AND ANCHORAGE - NO REINFORCEMENT PLUS ANCHOR QTY. TABLE 8, 41/2" OR 8114" SILL (SEE NOTES BELOW FOR OTHER SILLS) PER PANEL All Lami or Laml 1.0. GLASS TYPES: 6, >HEAD & SILL (H &S) >JAMB ANCHOR OW. w/ PVB Intorlayer 6, 11, 12, 17, 18, 23, 24, 20, 30, 36, 36 INTERLOCK & STRAIGHT & CORNER ASTRAGAL CLUSTER >P -HOOK ANCHOR OW. (SEE DETAIL $HT. 13) DOOR HEIGHT 80" (8) 84° (70) 90" (76) 96° (80) NOM. PANEL WIDTH FRAME SIDE O ` ` c3 `S a 8 o 4.7 DESIGN PRESS. +60/415 +85/05 +86/-66 +95/85 24" (20) H &S C4 +1 1 C4 +1 ' 04 +1 C4 +1 C4 +1 04 +1 C4 +1 C4 +1 C4 +1 04+1 04+1 JAMB 8 8 8 8 8 8 9 8 0 9 9 9 P -HOOK 4 4 4 4 4 4 6 5 5 5 6 6 DESIGN PRESS. +651 -65 +85i -8( +85/65 +85/ -66 30" (28) H &S 04+1 04+1 C4+1 04 +1 04 +1 04+1 04+1 04 +1 04 +1 04 +1 04 +1 04+1 JAMB 8 8 8 8 8 8 9 9 9 0 0 9 P -HOOK 4 4 4 4 4 4 5 6 6 6 5 6 DESIGN PRESS. +85/85 .65/-66 +861.86 +851.85 38" (30) H&S C4 +1 C4+1 C4+1 04+1 04 +1 C4+1 64+1 04+1 C4 +1 04 +1 04+1 CA +1 JAMB 8 8 8 8 8 8 9 9 9 9 9 8 P -HOOK 4 4 4 4 4 4 5 5 6 6 8 6 DESIGN PRESS. +85/88 +65185 +85/65 . +551.85 42" (38) H&S C4+1 04 +1 04 +2 04 +1 C4 +1 04+2 C4+1 04+1 04+2 04 +1 04 +1 04 +2 JAMB 8 8 8 8 8 8 9 9 9 9 0 0 P -41001( 4 4 4 4 4 6 5 5 6 5 5 5 DESIGN PRESS. +85/.6 +65186 +85/ -85 +65/85 48" (40) 118$ C4 +1 04 +1 C4 +2 04+1 C4+1 C4 +2 C4+1 C4 +1 C4 +2 04 +1 C4 +1 C4 +2 JAMB 9 8 8 9 8 8 10 9 0 10 9 9 P -HOOK 4 4 8 4 4 6 5 6 6 6 6 8 t POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 41/2" OR 51/4" SILL 2. WHEN USING THE 2 3/4" SILL, POSITIVE DP 18 60 PSF MAX. AND WITH THE 3112° SILL POSITIVE PRESSURES IS 73.3 PSF MAX. (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 8A. 3.23/4 ", 31/2°, 41/2" AND 61/4° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 15/8° SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 8 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM) THIS CONDITION IS NOT RATED FOR WATER INNFITRATION. 4. ANCHOR TYPES: 1.1/4" ELCO ULTRACON (FORMERLY TAPCON) 2.114' ELCO $84 CRETE -FLEX 3. #12 STEEL SCREW (G5) 5. SEE SHEETS 10 THROUGH 13 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. 6. GLASS TYPE KEYS: (SEE NOTE 1, SHEET 1 FOR COMPLETE DESCRIPTIONS) 6,6 - 7/18" LAMI ohm W/ DBPVB OR SSPVB) 11,12 - 9/18° LAMI (6N--FHB W/ DBPVB OR SSPVB) 17,18 -11/16' LAMI 1.G,, 3/18° TEXT. CAP, 3/8° AIR SPACE & 7/16' LAMI (.HS W/ DBPVB OR SSPVB) 23,24 - 11/18" LAMI I.G. 3/1 8° TEXT. CAP, 8/18° AIR SPACE & 0/16' LAN ( HS W/ DBPVB OR SSPVB) 29,30 .1 1/18' LAMI 1.0. 1/4 "TEXT. CAP, 6/18' AIR SPACE & 7/18" LAMI (AN -HS W/ DBPVB OR SSPVB) 35.38 - 11/16" LAMI 1.G.1/4" TEXT. CAP, 1/4" AIR SPACE & 9/18° LAMI (HIV- W/ DBPVB OR SSPVB) OH LENGTH OH HEIGHT L 1 OVERHANG OH LENGTH OH HEIGHT EQUAL TO 1 OR GREATER SEE NOTE 3 TABLE 8A. SILL HT. VS POS. DP SILL HEIGHT POS. DESIGN PRESSURE 1 5/8" N/A 2 3/4" +50.0 PSF 31/2' +73.3 PSF 41/2" +100.0 PSF 6 1/4° +105.0 PSF SEE NOTES 1-3 • rammermr.Na YEo . eto awpgiglwph the Plorlie Iladdift Code MoKKane No 2 -0 -O/ Dote PRODUCT REVISED BulldIngl thoNtmlda AeegWwa , 744 I!0 c MAMBA Rawl so Rnadar ." tlessm F.K, a Rflitkan A NO CHANGE WtS SHEET NEW OPANDANCHORAdE DVILE er 4270 TEcHNOLOEY URNS NOHOMF& FL 3427f PdA BQX 1628 NOKOMIS, FL $4274 Pi GT Vaseparor DP D ANCHORAGE, LAM! & LAM! I.G. TABLE 6 lffir ALUM. SLIDING GLASS DOOR, IMPACT 80D780 I NTS 19 at 23 I m810041 11 Dada 'Rd " , • �y LYplN ft) ``�`` Na 88106 A. LYNN MILLER, P.E. P.E #88706 HVHZ ANCHORAGE REQUIREMENTS NOTES: 1. APPROVED ANCHOR TYPES: 1)1 /4 "ELCO ULTRACON (FORMERLY TAPCON) 2) 1/4" ELCO SS4 CRETE -FLEX 3) #12 STEEL SCREW (05) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1.6, SHTS. 4-9: HEAD & SILL 6" MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 4-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS PER PANEL (THE 6" FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24" MAX. ON CENTER. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS ON SHT. 11. JAMBS & P- HOOKS711/16" MAX FROM BOTTOM AND 241/2" MAX. O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 4-9. SEE P-HOOK ANCHOR DETAILS ON SHEET 13. I, 8" MAX. I 24" MAX O.C. ANCHORS PER PANEL" ARE THOSE - -+- 8" MAX INTERLOCK SEE CLUSTER DET., SHT, 11 ASTRAGAL - — AT THE HEAD AND SILL BETWEEN CENTERLINE CENTERLINE "7. 0 0 0 I CLUSTERS OR THOSE BETWEEN A , ICLUSTER AND A FRAME JAMB OR 0 ��— — — P -HOOK, w man! • I I ® • 24" MAX O.C. NTERIOR I i EXAMPLE OXX ANCHORAGE PLAN: C8 +2 HEAD & SILL ANCHORAGE (3 PANEL, 2 -TRACK EXAMPLE SHOWN) _ (20) ANCHORS TOTAL {3} PANEL, 48" x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE EXTERIOR _ 0 0 0 0 SEE LUSTER DETAILS, SHT. 11 (7) P-HOOK ANCHORS FIRST ANCHOR AT BOTTOM TO BE PERPENDICULAR TO GLASS. ANCHORS THEREAFTER ALTERNATE PERPENDICULAR AND PARALLEL TO GLASS. SEE SHEET 13, P -HOOK INSTALLATION DETAIL. T 11/18° MAX. 05+2 & CORNERS . (27) ANCHORS TOTAL AT HEAD AND AT SILL 4 Cs 2 cg 2 C8 4 } 7 11/16" MAX. 241/2" MAX O.C. 241/2° _ MAX. 0.C. 711/18° MAX Xer x x x 24" MAX O.C. 913° CORNER 7 11/16" MAX. (10) JAMB ANCHORS A EXAMPLE OX -X0 CORNER ANCHORAGE PLAN: . (4) PANEL, 48" x 96" DOOR FROM TABLE 4, SHT. 7, #12 WOOD SCREWS IN WOOD SUBSTRATE INTERIOR INTERLOCK CENTERLINE MIN. CLUSTER, TYP. 3 O 0 a SEE CLUSTER DETAILS. SHT. 11 -+- 24" MAX O.C. .• 8" MAX. altoD1tCf DEKL'ig£D anc4i�jb�nEwM1, Me mows Weft 1 '0 /6aN 41 • Date.° .►Li'�f.,/ ilevadep Daft .GL NO CHANGE THIS MEET MOVE AND EXPANOANOHOR71,810S TO 8HT!£4.B REVISE EYANPLE ANDRORNAN Data X7IXX107 1070 TECHNOLOGY UMW NOKOMIB, 894278 P.C. BOX 1828 NOMA 7134274 MN* Netter ANCHORAGE SPACING & EXAMPLE PLANS ALUM. SLIDING GLASS DOOR, IMPACT 800780 NTS 10 a 23 I 810041 I B N,( 11 4YNN4/ * No. 64705 7) • S ATE (' ' Z ¶ NPs‘ A. �� A. LYNN MILLER, P.E. P.E.$ MOB •ASTRAGAL OR 1 INTERLOCK I CENTERLINE 1.656 RSTIiAO"AL OK 1 INTERLOCK I CENTERLINE 3.313 2- TRACK. ASTRAGAL / INTERLOCK 4 ANCHOR CLUSTER I' 1''' INT. \ 2.529 r 4.164 L 2.529 4.164 J 2- TRACK, ASTRAGAL I INTERLOCK 8 ANCHOR CLUSTER 3.313 3.313 2-TRACK. OUTSIDE CORNER ® 8 ANCHOR CLUSTER \ I' 1'i' 1'u' 1'011 POI ,i,t , i L 2.529 t EXT. i ,2 TRACK, INSIDE CORNER A 8 ANCHOR CLUSTER 3.313 2.529 3.313 3- TRACK, OUTSIDE CORNER A•0 ANCHOR CLUSTER 2.529 ♦ i fiat 0-1,41' ,i.t. ; 3i- TRACK INSIDE CORNER A 10 ANCHOR CLUSTER 1 I I. 4- TRACK. OUTSIDE CORNER A 10 ANCHOR CLUSTER rwrmaropt- INTERLOCK CENTERLINE 1.656 3.313 1 INT. i • 5.0581 i 0 0 � AMEb'R' INTERLOCK..7 CENTERLINE I • 3-TRACK ASTRAGAL I INTERLOCK 4 ANCHOR CLUSTER INT. 4- TRACK, ASTRAGAL IINTERLOCK ® 4 ANCHOR CLUSTER turrurViki 2.529 3.313 r J fXSTRADAFOTC INTERLOCK CENTERLINE arli RACUR t INTERLOCK CENTERLINE INT. L 4.164 ,, 3 -TFFAM A§TRAGKETINTEf k `- 5 ANCHOR CLUSTER 1 INT. 4.184 J 4-Ti ACK. ASTRAGAL ( INTERLOCK A 0 ANCHOR CLUSTER 2.529 EXT,� Li-TRACK INSIDE CORNER ® 8 ANCHOR CLUSTER MOM= RIMVED ahem w 1he1 floret No 1Z--Ow / O% dijor var -morn. 7T7I.Y71,! •PRWDUCTRRVISED asampl with this Florida Building Cods Acceptance No •ii • r?= " • Miami a.:,, . ,>'!„ Control Vatc eadsta ne 8 NO CHANGE THIS SHEET Rarmm'r rAtq EXAMpiE0L01 00PAN DGORNFROfAMPI.0 COWER =AIM Cba*wd#: peat J..G MOW I 1070 7E3GHNOLOGYDRNE 5050288, FL 34276 P.O. BQX 1828 5050228, FL 34274 Gir Visibly Better ANCHORAGE, EXAMPLE CLUSTERS r3z ALUM. SLIDING GLASS DOOR, IMPACT 8 t 5 aa»6' d�dpMa 800780 I NT$ f f " 23 8100-11 i° MIN. E.D. TYP. 1/4" MAX. SHIM 2 17/32" S.C. 1 °MIN. E.D. TYP. 9 3/8" MIN. 1/40 MAX SHIM 2x WOOD BUCK TYP., SEE NOTE 3 2 17/32° O.0 1 3/8° MIN. WOOD ANCHOR TYP., SEE NOTE 2 DETAIL M, 2 -TRACK FRAME HEAD DETAIL AB, TRACK FRAME HEAD WOOD :INSTALLATION WOOD INSTALLATION WOOD ANCHOR TYP., SEE NOTE 2 --- SEE NOTE 4 3/8" MIN. r 1" MIN 2 17/32" O.C., TYP. TYP. DETAIL AE. 2-TRACK FRAME SILL WOOD INSTALLATION SE NOTE S 1/4" MAX. SHIM 1/4° MAX. SHIM 217/32" O.C. TYP. CONCRETE ANCHOR TYP., SEE NOTE 1 DETAIL AC. 2-TRACK FRAME HEAD DETAIL AD, 3 -TRACK FRAME HEAD, CONCRETE INSTALLATION CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE NOTE 1 CENTER ANCHOR STAGGERED ON 3 -TRACK TYP. SEE NOTE 8 217/32" O.C., TYP. SEE DOTES��_ 3/8' MIN. 4 ''4 w it ?� -' t1 . .0 .. I 21/2° MIN. E.D. TYP. DETAIL AG. 2-TRACK FRAME SILL CONCRETE INSTALLATION 217/32° O.C., TYP. EA„ I-.- -• TYP. DETAAI. AR 3 -TRACK FRAME SILL WOOD INSTALLATION WOOD ANCHORTYP., SEE NOTE 2 TREAT , :' 1r. nI y 1- �.s T RI . , cam. c'.:� ► � « 1 , 1. 217/32" O.C., VP. I __.. ED.. DETAIL AJ. 4 -TRACK FRAME SILL TYP. WOOD INSTALLATION q 3/8" MIN. '4 .H S•�.. �. . 21/2" NIIN: E.D. TYP. 3.4 KSI MIN.•✓ pETAIL AH. 3 -TRACK FRAME SILL CONC. TYP. CONCRETE INSTALLATION CONCRETE ANCHOR TYP., SEE NOTE 1 217/32" O.C., TYP. SEE NME 6 �•-• ',.� j�" L. 1!.!, II}1 3"�b ;;i�i�..i„I"V P ? n� 1, iRi.'. '. 2 MI. ENA 1/2° gm. -Fri.. 'RETAIL AK, 4 -TRACK FRAME SILL CCNCRETEINSTALLATION A NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 12-13: /1v 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4° ULTRACON (FORMERLY TAPCON)- MINA 3/B" EMBED. OR 114" ELCO 334 CRETE- FLEX -13/4° MIN. EMBED. 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (08). 1/4" ELCO 334 CRETE -FLEX MAY BE USED INSTEAD OF #12 SCREWS. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11/2" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ). 4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 8083-T8 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE FULL DESIGN PRESSURES USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 1-8, SHTS. 4-9, FOR ANCHOR TYPE 3 ARE ACCEPTABLE. 5. IF SILL IS TIGHT TO SUBSTRATE„ GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON - SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OT HERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC I3 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. BRODUCT COaPlilee wkb Se97mfie Swift Cade Ampian„ ,Ne 3%1!/Zd/ Awr48R emc neradocx RetidElys FAL 10/19141 NO CHANGE THIS SHEET woo A ADD4- 7Wt4X`RAME§9.LDETABB. DOTA&ANCNYIBRANCHORSTAG. 0rne"e 0#e e°,Eg d4A e.m FY 611M7 AA MOM? 10707ECHNOLOGYDRAM NOXOMIB. FL $4276 P.O. BQX 162$ NOXOMtW, FL $4874 Visibly Netter ANCHORAGE DETAILS ALUM. SLIDING GLASS DOOR, IMPACT ammo I NTS 12 d 23 810041 PRODUCTRI WISH D Hu dh,/ C� with u+e Florida A000pirmC0 40 » Lt9.12. :r tcx. Zell. Cordrol ``t� `1NM M k i`Ari * 1,10. 66705 • Ili `,ss'ON ��i�A LYNN P.6,d86705 1 3/8" MIN. --► 1/4° MAX. SHIM —►1 WOOD ANCHOR TYP., SEE NOTE 2, SHT. 12 WOOD ANCHOR TYP., SEE NOTE 2, SHT. 12 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 DETAIL AM. 2- TR,J■C)t FRAME JAMB. WOOD INSTALLATION 1/4" MAX. SHIM —"1 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 12 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 1 3/8" MIN. 114° MAX. SHIM —.I DETAIL AL. 4 -TRACK FRAME JAMB ® WOOD INSTALLATION WOOD ANCHOR, SEE NOTE 2, SHT. 12 ANCHOR QUANTITIES FROM TABLES 14, SHTS. 44, PERTAIN TO THIS ANCHOR LOCATION WOOD ANCHOR TYP., SEE NOTE 2, SHT.12 1/4" MAX. SHIM 2112" CONCRETE MIN. E D. ANCHOR TYP., SEE NOTE 1. SHT. 12 lx WOOD BUCK TYP., SEE NOTE 3, SHT. 12 2112° MIN. E.D. TYP. ELCO 1/4" TAPCON (MIN. 1 3/8" EMBEDMENT) OR ELCO 1/4" 8S4 CRETE -FLEX (MIN. 1 3/4" EMBEDMENT) 1x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 3 4 KS! MIN. CONC. DETA � AO 2- , K FRA E JAMB OR 1.6 K8I CMU, TYP. CONCRETE INSTALLATION DETAIL AN, 4-TRACK FRAME JAMB ® CONCRETE INSTALLATION 2x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 'DETAIL AP. 3 -TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING —.. 1 3/8" MIN. 1 3/8" MIN. WOOD ANCHOR SEE NOTE 2, SHT. 12 711/18" MAX. FROM CORNER, 24112" MAX. O.C. (FIRST ANCHOR) DETA L AR, P -HOOK WOOD INSTALLATION 1/4" MAX. SHIM —1 CONCRETE ANCHOR TYP., SEE NOTE 1, SHT. 12 2 MIN. E.D. 36118° TYPICAL. JAMB CLUSTER ELCO 1/4" TAPCON (MIN.1 3/8" EMBEDMENT) OR ELCO 1/4" 884 CRETE -FLEX (MIDI. 13/4" EMBEDMENT) 1 318" MIN. O.C. DIAGONAL STAGGERED 1 SPACING, TYP. ALL JAMB DETAILS t"."•••!•: 4 .: r•d f,e,;eF*- . 3.4 KSI MIN. CONC. OR 1.8 KM CMU, TYP DETAIL AQ. 3 -TRACK FRAME JAMB CONCRETE INSTALLATION 1x WOOD BUCK TYP., SEE NOTE 3, SHT. 12 ELCO 114" TAPCON (MIN. 93/8" EMBEDMENT) OR ELCO 1/4" 8S4 CRETE -FLEX (MIN. 13/4 EMBEDMENT) a CONCRETE ANCHOR, A SEE NOTE 1, WT. 12 ra .� ANCHOR QUANTITIES FROM TABLES 14, SHT. 44, a :. PERTAIN TO THIS ANCHOR LOCATION. 11" MAX. FROM CORNER, 241/2" MAX. C.C. 3.4 K81 MIN. CONC. CONCRETE ANCHOR SEE NOTE 1, MT. 12 711/18" MAX. FROM CORNER, 241/2" MAX. O.C. (FIRST ANCHOR) DETAIL AS, P-HOCK CONCRETE INSTALLATION Motion Romeo J.J. Rws fOr 5x tumtnojt F.K. 40!13/11 Dew 1114947 • u111/07 litakkand RWatmi• A NO CHANGE THIS SHEET ex J.J. ADO 4•TRACKTMA E%MEDYTAE$AIVAUPDATEBHT P. P DETAILS. �x O0C/07 IL 1070 TEOHNOLODYDRA3 NOKOMt8, 19.81278 P.O : EQ)(4BB8 NOIWMIS FL 34274 1O"i a& Better ANCHORAGE DETAILS ALUM. SLIDING GLASS DOOR, IMPACT seam I NTS 1 a 3.f 23 f 8100 -11 B as w h lroi Florida Building Code Acceptance No Mud C DETAIL 'B', SHT. 18- \ f DETAIL 'C', SHT. 18 `DETAIL W, SHT. 18 DETAIL V, SHT. 18 DETAIL E', SHT. 16 191 7/16' MAX. WIDTH NOTES: PANEL TYPE 'R' PANEL TYPE 'L' PANEL TYPE I I 11 PANEL TYPE I SEE NOTE 4 SEE NOTE 2 OXXX (2 TRACK) 120" MAX. HT. TYP. DETAIL 'P SHT. 16 1 SEE SHEET 18 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX. NOMINAL PANEL WIDTH = 60 ". SHTS.18 -20 FOR SECTION DETAILS AND SHTS. 4-13 FOR ANCHORAGE DETAILS. 2. REINFORCEMENT LOCATIONS: REINFORCEMENTS ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS. SEE SECTION DETAIL C, SHT. 18. 3. DLO WIDTH R NOM. PANEL WIDTH - 7 29/32" DLO HEIGHT = DOOR HEIGHT - 3 3/8" 4. (1) LOCK (ITEMS 164 -161) AT EACH LOCKSTILE, LOCKING INTO KEEPER (ITEM 170) AT FRAME JAMB OR ASTRAGAL. SEE NOTE 2 A DETAIL 'E', SHT. 16 DETAIL 4Y' SHT. 18 A-DETAIL'F', SHT. 16 XX XX (2 TRACK' OUTSIDE CORNER) DETAIL'M', SHT. 19 �-- SEE NOTE 2 DETAIL 1:3', SHT. 20 SEE NOTE 2 HORIZONTAL SECTION A-A DETAIL'S', SHT. 18 - J- DETAIL 'C', SHT. 18 ~'- DETAIL '0', SHT.19 �- DETAIL 'H', SHT. 19 82 3/32" MAX. DLO TYP. DETAIL'', SHT. 16 PANEL TYPE I amass DETAIL'K. SHT. 16f+ OXXXp (3 TRACK RIGHT POCKET) DETAIL', SHT. 19 DETAIL t', SHT. 19 DETAIL 'N', SHT. 19 DETAIL '0', SHT.17 f PANEL TYPE ,R' I PANEL TYPE 'F' I PANEL TYPE 'F' I L PANEL TYPE ,R, I SEE NOTE 4 SEE NOTE 2 / / DETAIL 'P', SHT.1 )000( (4 TRACK BY-PASS) PROMO'RBVISND a, cauaplyh gwi t'the PIwlda Batting Code — 01FJ.1 Carmel 1W13/11 NO CHANGE THIS SHEET ROta et emc 'eaBAne IwuaOr WOl/ V7' Oro1NOA M F." fire 8/1/07 ADP EXPANDED GONNA INCLUDING COWER DOOR SNANPLE CONDENSE S . REV EE NOTE a CONDO:MOREINF APPLICASS T, XXOOaDr 1070 NOK0W8,1% 3425Nf NoxoLBSFZa427s P.O BQXW28 NOKOMIB. FL 84274 VZsIbly Raiser EXAMPLE ELEVATIONS/CONFIGURATIONS ALUM. SLIDING GLASS DOOR, IMPACT 800780 I NTS 14 of 23 I 8100 -11 B PANEL LETTER PANEL LETTER NOTE: P SINGLE FIXED p GR DOUBLE 7. MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS EQUALS 80° tax tPANELTYPES) EXTERIOR INTERLOCK LOCKSTILE LOCKSTILE INTERLOCK R FIXED SINGLE LOCKSTILE INTERLOCK j O {BOX OUT) ASTRAGAL LOCKSTILE OUT T (BOX OUT) FIXED U (BOX IN) ASTRAGAL LOCKSTILE IN ASTRAGAL p OUT © LOCKSTILE T (BOX IN) ASTRAGAL FOXED IN LOCKSTILE A SINGLE LOCKSTILE INTERLOCK S {so '� }°) I / FD(ED ASTRAGAL LOCKSTILE LOCKSTILE Q INTERLOCK S (BOX IN) FU(ED ASTRAGAL G DOUBLE `j /L 13 d_-fl LOCKSTILE IN LOCKSTILE _ 1 INTERLOCK Y CKSTI DOUBLE LOCKSTILE INTERLOCK (BOX OUT} ' LOGKSTILE s =..k: ASTRAGAL 1 r OUT YR DOUBLE FIXED (BOX IN LOCKSTILE ASTRAGAL IN INTERLOCK LOCKSTILE (BOX IN) DOUBLE ASTRAGAL INTERLOCK. IN V� M A SINGLE eaa�cr�reer� ucdnPbMffi with the Medld* *deft Cate Np ,CEO , • y , " ,11.F1!.t fJ "' _°..M." LOOKSTILE ITERLOCK �/{y /p QXI� DOUBLE /'�c CS ® ASTRAGAL=: �! SINGLE ASTRAGAL �s - OUT II.,, INTERLOCK RECEIVER ti INTERLOCK (BOX OUT) �+/^� SC ASTRAGAL A�$TCRAL SINGLE OD ASTRAGAL . — INTERLOCK • OUT rim INTERLOCK r LR (BOX OUT) SINGLE QS ® CORNER ASTRAGAL ,, OUT INTERLOCK LOCKSTILE INTERLOCK N (BOX IN) ASTRAGAL a / SINGLE c/'� t�'K ® SINGLE CORNER raouvcr> oomplying with she Florida BnRdMgCodc ,.'.. Y tv ,, ?' =. t-, B ..- ._..tAi. —.. t t t t i t V _ _ -• . — °— IN INTERLOCK rn, INTERLOCK LOCKSTILE C (BOX IN} SINGLE '� ASTRAGAL AS ASTRAGAL SINGLE I INTERLOCK IN r 7w�t RECEIVER INTERLOCK ■ B SINGLE SINGLE INTERLOCK INTERLOCK SA 5/ ► ® �., SINGLE 'ASTRAGAL INTERLOCK j RECEIVER SINGLE SINGLE �� A CORNER SINGLE LOCKBTILE INTERLOCK INTERLOCK INTERLOCK G E SINGLE SINGLE IC aml SINGLE CORNER INTERLOCK LOCKBTILE INTERLOCK INTERLOCK `‘�t``yl LYNN 4j� �i/i � ��CENS•'� �.\ •Sv.. F • ��• : * • No. 58705 :-0,, Q STATE OF U •�; ?a A`'''•. FLomat' ' �?: . F . �,",,,'ONA T,-.0' A. LYNI��yIli.L6RtPfii P.E.088708 I CF ® ASTRAGAL FIXED INTERLOCK INTERLOCK RECEIVER �3 LOCKSTILE E K SINGLE FC ® FIXED ASTRAGAL LOCKSTILE RECEIVER .� LOCKSTILE INTERLOCK R..WO TEOHNOIOGY NOXOM4RFL89�78 Po. x� A77t F684274 M . �. PANEL TYPES Re J.J. JJ Ri 40/?9N9 RebSro 8 NOCHANOE77N3SHEE7 ALUM. SLIDING GLASS DOO IMPACT filming MC Wen 1118 7 R."*. A A00PA a. o»rroptsM n °FAwu0176COwNERDOOr OPTIONS AND V TOdfn.K NOM PAM WIDMOFBd: Via* B&nut 800780 NTS 15 a 23 ewe el 8100 -11 + FJG 1l07 Jd DeNWow 108 618° MAX. DLO TY(P. DETAIL 'E' DETAIL 'J' Gj EXTERIOR INTERIOR (ALL VERT. SECTIONS) a eoapIAq whit t!e Reads Cage Au=N.' DY PRODUCT RE VI90D as oompiyingwith the Florida Building Coda Mc pte:meNo to rtAMBA J.J. 10/1 ammo AtAm F.K Masbate 9 13 Win En/07 os� aaep !,t NO CHANGE TH/S SHEET JT0M8 MADAMS 70MATONPARI$IA9T. 1070 TECHNOLOGY DRIVE NOKOMM4 FL 84P78 P. BQX 1028 NO KOMIS. FI.84274 PdT V1t1U/y Ratter VERTICAL SECTION DETA/LS ALUM. SLIDING GLASS DOOR IMPACT sab7B0 1/2X 16 d 23 810041 t151111111i/ ``• ONE LYNN 4/ 11//i . < • Q��d'• ttCeNSF •.?ctp *' No. 56705 ' Q '• STA OF •' 10 '�'F •.�LOaioP C9 / //i7ION1A�%y_. A. LYNN MILLER, P.R P.P•.088705 C] EXTERIOR INTERIOR (ALL VERT. SECTIONS) 2.828" RISER 13 UL° SILL HEIGHT 3.830° RISER 41/2• SILL HEIGHT PSOiaucr RENPYte chap** with the Nfai& N. I 24 OR 2� .780' RISER 18/8° i 81/4° SILL HEIGHT PRODUCT REWIND at complyiag whit but Makin Building Coda , )'T uat •∎ A DETAIL 'P' VERTICAL SECT. DETAILS 6c SILL RISERS OPT. ALUM. SUDING GLASS DOOR, IMPACT savyss 1/2X 9Y a 28 810041 8 itNl 111111, LYNN 4/1, ��'�•'.cewsfi .• •p '�: No.58705 T FCORi4P.• �\ S`S ON�A��J. %,‘‘‘ A L MMLLER, P.E. *ZS b870 NOTE: 12' LG. '0' PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL DETAIL 'A' (FIXED PANEL) ,Q INTERIOR (AU. HOW. SECTIONS) EXTERIOR ITEM 148 NOTE: TABLES 3 AND 8, SHEETS 8 AND 8 REINFORCEMENT REQUIRED ONLY IN THE EXTERIOR INTERLOCK OF DOORS REQUIRING REINFORCEMENT DETAIL 'C' (REINFORCED) O DETAIL 'D' A Pkt)ROCT ROOM no e**ad*Aelled* AA eldhat Code •O Aeepteeee No Dale X18/11 0052 1 8/1/07 Madam Halal= J.✓ NO CHANGE THl3SHEET CORRECT H EMS A7A1 $Ht 18 70 MATCH PAR78 UOT. ;Liiti: '3:.L . c.•lt •�.t:.'tx;ir 0' •'�•E5 1070 70010101.00Y WOVE NOKOM10, FL 94878 A.O.11QX 1520 NO101M10, FL94274 Visibly Better HORIZONTAL SECTION DETAILS ALUM SLIDING GLASS DOOR, IMPACT enraaHao Bab poet pbp{q� son 1/2x17 a 28 8100 -11 PRODUCTREV18E0 Be 055piy4nBw4h tlm Harkin Bu50105 07d0_ A Ex %7::717`.. •• .1GENS4- '• No. 68706 • s/rnv 14 . /' %rs /ONAt. ‘N A. LYNN 1.E11, P.H. P.6.008705 DETAIL 'G' (FIXED PANEL "0 ") 10 NOTE: 12' LO. '0' PANEL BRKT. LOCATED AT TOP & BOTTOM OF FIXED PANEL SCREW ITEMS 132 AND 134 LOCATED 1 112" FROM EACH END OF BRACKET JA DETAIL 'H' It Sr wee IONS/11 1A007 Saw 6/1/07 NO CHANGE THIS SHEET CORRECT PENN NUMBPR8TO MATCH PARTS &Mt AOC orAfun 8N 4.712410CITA0S415REB7FOR0E17 OETNL M(NIBRLJ xb10007 DETAIL 'L' 10707ECHNOLODYOWE NOKOMIS. FL 30275 P.O SOX 1520 NOICOMIS, FL $0274 DETAIL 'N' A A DETAIL 'M' (NOT REINFORCED) HORIZONTAL SECTION DETAILS ALUM. SLIDING GLASS DOOR, IMPACT PRODUCT REVISED us uomplyin with the Plustds Building Code A040pm is No Age z MI Dads PcodnatConlro �o,t. O7CO � I 19 m 23 � 8100 -14 AbpTaaa o Na T7 - •O�' �7Ab./,yy',r n INTERIOR INTERIOR r—mr-----F:eN DETAIL 'Q' A (OUTSIDE CORNER, 2 -TRACK SHOWN) IVA 70/19/71 Maw Deft 6/7/07 B NO OHANGE THIS SHEET Kamhoc Sl tlWSHARTAID B 1AtaMANAND OD@B COMEAU=DPTAAS OtAagad !870 TECHNOLOGY ORWE NOKCOMIS, FLWW:76 p.0. SQX 1628 NOKOMIS, FL 94874 *=,_.FN_Pr...._7 DETAIL 'RI A (INSIDE CORNER, 2 TRACK SHOWN) HORIZONTAL SECTION DETAILS, CORNERS ALUM. SLIDING GLASS DOOR IMPACT S00780 1112x 120 or 29 I 8100-11 1 P.E.088T08 6(30780 PANEL PARTS ITEM DWG # PGT # DESCRIPTION 1 8012 68012 8/W PANEL STILE 2 8104 88104 BAN STILE ADAPTER (FIXED AND LOCKING) 3 1644 616446 WEATHERSTRIP, .270 X.187 WSTP 4PLY GREY 4 8102 68102C B/W INTERLOCK ADAPTER (LEFT AND RIGHT) 6 7070 67070K NEOPRENE BULB WEATHERSTRIP 11 8014A 68014A B/W TOP RAIL! SMALL BOTTOM RAIL 12 80138 86013A 8/W TALL BOTTOM RAIL 13 8103E 8B103B 91W SNAP RAIL ADAPTER 16 8105 68106 B/W BACKER PLATE 18 8136 68136 0/W SCREW COVER 7616X2LBOLTX 5/16"X2" IAGBOLT, (STAINLESS) 48197N LAGBOLT WASHER, NYLON 78X04PPTX410 #8X3/4" PHIL PAN TEK SCREW 410 SS 71895K 1 1/2W X 1 °L X 3/4 °H FIN SEAL DUST PLUGS 710X118PPX SCREW #103(1 1/2° PHIL PAN SMS 78163N TANDEM NYLON ROLLER ASSEMBLY 78163X TANDEM STAINLESS STEEL ROLLER ASSEMBLY 68822 (BAN) INTERIOR BEAD 68145 (BAN) 7/18 OR 9/16 LAMINATED BEAD (OGEE STYLE) 88146 (B/W) 1 1/16 LAMINATED BEAD (OGEE STYLE) 88148 (B/W) 9/18° SQUARE BEAD 88149 (8/W) 1 1/16" IG SQUARE BEAD 88150 (B/W) 7/18° SQUARE BEAD STP247 (K) VINYL GLAZING BULB 47 61643K FOAM FILLED NEOPRENE GLAZING BULB 48 710522K SETTING BLOCKS 1 "X3/4° X1/18", LAMI 50 78047K SETTING BLOCKS 1° X4" X 1/8", tG 61 78185X GEMINI LOCK WI LONG TRIM PLATE 52 78184X GEMINI LOCK W/ POCKET TRIM PLATE 83 71032XIFPFX 10.32 X 1" LG FLATHEAD SS SCREW W/TYPE "P" TIP 54 7103239 10-32 STEEL ZINC U-NUT DOW 889, 998 OR INSTANTGLAZE GLAZING SILICONE'' INTERLOCK TRIM COVER CORNER ASTRAGAL SEALS CORNER RECEIVER ASTRAGAL CORNER LOCK ASTRAGAL 19 19A 20 21 22 24 26 28 28 32 40 42 44 46 88 88 69 60 81 62 70 71 72 73 74 75 8197 1695 8163N 8153X 8022 8145 8148 8148 8148 8160 1224 1843 1062 8047 8168 8184 8186 8176 8111 8110 8112 GLASS, GLASS GLASS GLASS 88158 B/W 48176 W/B 88111 B/W 88110 8/W 68112 CORNER BACKER PLATE 7/18 LAM!- OPTIONS 1,2,3,4,5 & 8 , 9/18 LAMI - OPTIONS 7,8,9,10,11 & 12 GLASS , 1 1/18 LAMI LG. WI 3/18 CAP & 7/18 LAMI - OPTIONS 13 -18 , 1 1/18 LAMI LG WI 3/18 CAP & 9/18 LAMI - OPTIONS 19-24 1 1/18 LAM1 1.0 W/ 1/4 CAP & 7/16 LAMI - OPTIONS 25.30 1 1/16 LAMI LG WI 1/4. CAP & 9/18 LAMI - OPTIONS 3138 6#283780 DOOR FRAME PARTS POT # DESCRIPTION 68132W,B 4 TRACK JAMB 88133W,B 3 TRACK JAMB 68134W,B 2 TRACK JAMB 88135WW,B 2 TRACK JAMB W/ SCREEN TRACK 68100 B/W P-HOOK 68109 BAN P -HOOK MOUNT 68120A 47 SILL ASSEMBLY 88116A 3T SILL ITEM 100 101 102 103 104 105 108 107 'Wed Sp Ran DWG If 8132 8133 8134 8135 8108 8109 8120 8118 Rmtcomc SGD780 DOOR FRAME PARTS CONTINUED ITEMIDWG tr{POT # DESCRIPTION 108 18118 188118A 2T SILL 100 18116 168116A MID SILL COVER 11018117 68117A NT-EXT SILL COVER 111 8121A 68121A W/8 14T SINGLE HEAD 112 18124A L68124A W/B ST SINGLE HEAD 113 18127A 188127A W/B 114 18128A 188125k W/B 2T SINGLE HEAD 2T W/ SCRN SINGLE HEAD 116 18140 88140A SILL RISER, 1 6/8" 118 18139 168139A 117 18138 168138A SILL RISER, 2 3/4° SILL RISER, 31/2" 118 8137 165137A 119 8182 168182A SILL RISER, 41/2 SILL RISER, 81/4 12018183 68183 SILL MOUNTING STRIP 121 18119 188119A EXT SILL COVER WSCRN 8130780 MISC. & KIT PARTS ITEM DWG # POT # DESCRIPTION 126 126 1270 127 1179 128 653 781 PQA FRAME SCREW #8 X1 TYPE A TWINFAST THREAD 7PAD118 PAD, OPEN -CELL FOAM ADHESIVE (1/2X1 1/8) 710X94PPSDAX #10X 3/4" TEK TIP PHIL PAN SCREW SCREEN LOCK KEEPER 7SDKEEP 129 727 41818K SCREEN KEEPER SPACER SET 130 181 132 947 133 41722W,K,S ROLLER (1DJUSTMENT HOLE PLUG 72087K BLACK B PER (FRAME JAMB) 78X38PPAX #6 X 3/8' PHILLIPS PAN HEAD 18 -8 SS COME A LONG 44432 W,B 134 1165 135 168$ 781PQX • 8 X1" LONG COMBO SQ/PHIL SCREW 18.8 STST 716980 16/8" W X3/4" L X 7/8" H FIN SEAL DUST PLUGS 141 4385 71164W,K,S 4 HOLE BUMPER STOP 142 78X38PPTX #8 X3/8 PAN PHILLIPS TEK SCREW 143 148 8188 8192 68188 °0" PANEL BRACKET —12' LONG 88192 M INTERLOCK REINFORCEMENT 150 8187 78157K HANDLE KIT IN -ACTIVE BLACK 151 8158 78188W HANDLE KIT IN -ACTIVE SATIN WHITE 162 8159 78159SN HANDLE KIT IN- ACTIVE SATIN NICKEL PVD 163 8177 78177B HANDLE KIT IN- ACTIVE BRASS PVD 154 8160 78160K HANDLE KIT ACTIVE NON -KEYED BLACK 155 8181 78181W HANDLE KIT ACTIVE NON -KEYED SATIN WHITE 156 8162 161 8178 188 8163 78182SN HANDLE KITACTIVE NON -KEYED SATIN NICKEL PVD 7817813 HANDLE KITACTIVE NON -KEYED BRASS PVD 78163K HANDLE KIT ACTIVE KEYED BLACK 159 160 161 8164 8165 8179 78164W 78185SN 7817913 HANDLE KIT ACTIVE KEYED SATIN WHITE HANDLE KITACTIVE KEYED SATIN NICKEL PVD HANDLE KITACTIVE KEYED BRASS PVD 182 8186 78186WR SECONDARY ACTUATOR KIT R.H. BLACK 163 8107 78187WR 164 168 188 8188 8180 8169 167 8170 188 8171 189 8181 SECONDARY ACTUATOR KIT R.H. SATIN WHITE 7816831NR SECONDARY ACTUATOR KIT R.H. SATIN NICKEL PVD 781808 SECONDARY ACTUATOR KIT R.H. BRASS PVD 78189KL SECONDARY ACTUATOR KIT LH. BLACK 76170WL SECONDARY ACTUATOR KIT LH. SATIN WHITE 78171SNL SECONDARY ACTUATOR KIT LH. SATIN NICKEL PVD SECONDARY ACTUATOR KIT LH. BRASS PVD 781818 170 8188 78188X 1° KEEPER 171 8187 78187X 3/4° KEEPER PRODUCT RRVISIO as mmpiyla8 with dwFlorida 8ulld* Cade Activism No 1 + , ; hit) 1'Y 5X t Miami Refaces P A Comd al NOOHANGE7788 SHEET ADD 4-7RACK MI" cornet tAVI LCORREOTP41 0KMIATNOft PARJ& eRSN"ig111 R13RR. ZO R&OTRNOOKff81tN08 aaw ZOOM? "O7EOHNOLOOVDRWE PARTS LIST MOKOMI&l"L 34278 1Re, as is�e ALUM. SLIDING GLASS DOOR, IMPACT NOKOAN xF13Q8t4 UbIG/y letter dm"' Wet ' 21 0 .23 I8100 -71 Rose B Road lip R&M 9 Rived 6$ tkadatja FJG INTERLOCK TRIM COVER (88) MAT'L:8083 -16 DWG NO. 8166 .045 :138 FRAME SCREW COVER (18) MATL• 6083 -T6 DWG NO. 8138 7118° OG BEAD (26) MAIL: 6063 -T6 DWG NO. 8023A .062 4.409 - SILL RISER -61/4° (I19)MATL 6063 -T8 DWG NO. 8182 Woe .713 9/16" 013 BEAD {30) MAIL 6063 -T6 DWG NO. 8145 713 SI.LR SER -41/2" (118) MAIL 6083-T6 DWG NO. 8137 .847 SILL MOUNTING STRIP (120) MAIL 6083 -T6 DWG NO. 8183 1 1/98° le 00 BEAD n(32) MAT L: 6083 -78 A DWG NO. 8146 .713 SILL R SER - 3112° '117)MATL: 6063 -T6 DWG NO. 8138 9M8e SO BEAD A40) MAIL 6063 T6 DWG NO. 8148 SILL RISER -2 3/4° (I18)MATL 608:1 T6 A DWG NO. 8138 .713 INTERIOR BEAD (26) MATL 6083 -75 DWG NO. 8022 1 1/16° IG SO BEAD (42) 6 69 DWG NO. 8140 .062 .780 SILL RISER -18/8" (116) N. 6083 -TS OWO NO.8140 .713 9114 B a NO CHANGE THIS SHEET Nor A ACOOfl9$0 *40441& CORRECT n MNUMHEe TO MATCH BOM O? JA owowr f 1070TECHNOLOOYORNVE NOKOMI$ FL 84276 P.O. MOM NOKOMI$ 8.94274 V1a4L1r Better EXTRUSIONS ALUM. SLIDING GLASS DOOR, IMPACT 850790 9/211 22 of 23 8100 -11 2.000 T PANEL STILE (1) MATL: 6083 -T8 DWG NO. 8012 T "1 1.947 -- 1.081 .075 LOCKSTILE ADAPTER ) DWG NO. 04 .125 .583 1.793 CKER PLATE (15) MATS.: 8063 -TO DWG NO. 8105 9.002 1.938 TALL BOTTOM RAIL - 9" (12) MATL: 806346 DWG NO. 8013B 2.380 2.701 .101 .101 DOUBLE INTERLOCK _OC K (14) MATL: 6063 -T8 (4) MA 6083•TO DWG NO. 8101 DWG NO. 8102 2.026 .090�+�r -- .420 4.988 I- (104) MAIL •T8 ® DWG NO. 8108 ASTRAGAL (28) MATL: 6063-TO DWG NO. 8107 .110 P-HOOK MOUNT 1.000 A NOS) MAT'L:6063 -T8 • DWG NO. 8109 -+� 2.099 MID SILL CO R (109) MATL: 6083 -T8 DWG NO. 8116 1.496 .090 1.793 5.500 j • 7.206 .125J .241 CORNER BACK -UP PLATE (62) MATL: 606348 DWG No. 8112 .094 .312 5.186 1.938 T /BOTTOMPAIL -4112" (11) MATL: 6063-T6 DWG NO. 8044A b 1.938 1-.4 Ll 1.172 .076 SNAP RAIL ADAPTER "O" PANEL BRACKET (13) MAIL: 6083 -T& (1'43) N60 8188 -TO DWG NO. 8103A DWG .374 1.801 3.063 +•1-/ INTERLOCK REINFORCEMENT (148) MATL: 6105 TS DWG NO.8102 2.424 CORNER LOCKASTRAGAL (81) DWG NO. 8110 MAT'L:6083 -T8 MA. 2 -TRACK JAMB (102) MAT'L: 6063 -T6 DWG NO. 8134 3 -TRACK JAMB (101) MATL: 8063-T6 _r DWG NO. 8133 4 -TRACK JAMB (100) MATL: 6083TCA DWG NO. 8132 1.455 T 5 - .140 11.144 4 '.TRACK SINGLE HEAD MAT 1.:6063 T8 .090 (111) DWG NO. 8121A 4-TRACK SILL ASSEMBLY MAT'L:6003 -T8 {108) DWG N0.8120 CORNER RECEIVER ASTRAGAL MATL: 6063-T8 ^ (60) DWG N0.8111 181 2.781 -iti I � .898 1.818 - -�, j n .928 .062 6.794 2- TRACK SILL two MATL: 8063 -T8 DWGNO. 8118 7 AI46 EXT SILL COVER W /SCREEN INT -EXT SILL COVEN {121) DWG N8083-T8 19 (110) DWG NO. 8117 9.323 --- 3 -TRACK Nu (107) MAUL: 6083.78 DWG NO. 8118 1.406 r r ,, 1.405 p--- 8.086 • -■-• i 2 -TRACK SINGLE HEAD MATL: 6083-11 {113) DWG NO. 8127A �I + 7.443 2-TRACK SINGLE HEAD WI SCREEN (120) MAT'L:8003 -T8 DWG NO. 8128A L NO CHANGE THIS SHEET f.K 103 10881 : 7 WO Hoc�O YDIM RQ 1688 NOM MEN, FL 34274 EXTRUSIONS .090 8.616 --- I 3 -TRACK SINGLE HEAD (112) MATL: 6063-T8 DWG NO. 8124A ALUM. SLIDING GLASS 000 ` IMPACT Vtrlb6 Sitter BGD7eo aom 8100 -11 2-TRACK JAMB WI SCREEN (1°3) MAT'L:6063 -TB DWG NO.8136 174"11Crawspiyinglig*Willwitb Ow "MD Ae Ballo -0 ; PRODUCT REVISED as cmnptylag wtlh 4te Florida 131tildIng Code No Date <7717 00 2,0141 t - !?it �� \' •• yiOHNSSc'•. CF,fi ` *1 No. 58705 • tr Q STAT OF in s'.,FCOR..•••• �. \`� A. LYNN MIllER, P.E P.8.&88108 DAVID Wf.ARNE JOHNSON NA ARCH 7740 SW. 104th STREET, SUn 101. WPM, , 1' LORI A 331.55 SHOP DRAWING DOCUMENT REVIEW f FURNISH AS SUBMITTED 0 REJECTED 0 REVISE AND RESUBMIT 0 FURNISH AS CORRECTED Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of the general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for Confrmng and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordin g his or her work with that of all other trades; and performs all work in a safe and satisfactory manner. Date: ' I3 By: DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamidade,&ov /pera/ PGT Industries 1070 Technology Drive, Nokomis, Fl. 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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 w /Sidelites — L.M.I. APPROVAL DOCUMENT: Drawing No. 8000 -11, titled "Alum. French Door & Side Lites, Impact ", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10 /12 /11,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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 Section. 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, model/series, 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 # 09- 1028.10 and consists of this page 1 and evidence pages E -1, E-2, and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 Page 1 A 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 & Side Lites, Impact ", sheets 1 through 12 of 12, dated 12/23/04, with revision E dated 10/12/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, 2) Uniform Static Air Pressure Test, 3) Water Resistance Test, 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and 'installation diagram of an aluminum sliding glass door using a low sill threshold, glazed with 7/16" laminated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5941, dated 05/20/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA # 09- 1028.10) 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 aluminum doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. (Submitted under NOA # 091028.10) 3. Test reports on: 1) Uniform Static Air Pressure Test, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum doors of OXXX configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4527, dated 02/10/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 4. Test reports on: 1) Air Infiltration Test, per F13C, 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 doors of OXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4528, dated 02/14/05, signed and sealed by Edm do Largae op. .: P. E. (Submitted under NOA # 05- 0419.03) E -1 M - nuel ' ere , , P.E. Product Contro x - finer NOA No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 PGT Industries NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 doors of XXXO configuration, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4529, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 6. 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 outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4530, dated 02/14/05, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0419.03) 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 outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4311, dated 09/01/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 8. Test reports on: 1) Uniform Static Air Pressure Test, 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 outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4312, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) 9. 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 outswing French door, prepared by Fenestration Testing Laboratory, Test Reports No. FTL -4315, dated 09/13/04, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA # 05- 0103.03) E -2 Prod el Perez, P.E. trol Examiner A No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 10/01/09, prepared, signed and sealed by Robert L. Clark, P.E, updated to the FBC -2010 on 10/11/11, signed and sealed by A. Lynn Miller, P.E. 2. ' Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 2. Notice of Acceptance No. 09- 0223.05 issued to Solutia, Inc. for their "Saflex Multi- layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14. 3, Notice of Acceptance No. 08- 1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. F. STATEMENTS 1. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15 -27 -001, signed & sealed by A. Lynn Miller, P.E. 2. Statement letter of conformance with the FBC -2007 and FBC -2010, prepared by manufacturer,. dated 10/11/11, signed & sealed by A. Lynn Miller, P.E. 3. Statement • letter of "No financial interest ", prepared by manufacturer, dated 10 /11 /11, signed & sealed by A. Lynn Miller, P.E. 4. Letter of lab compliance, part of the above test reports. 5. Proposal No. 08 -1891 issued by BCCO, dated January 26, 2009, signed by Ishaq Chanda, P.E. G. OTHER 1. Notice of Acceptance No. 09- 1028.10, issued to PGT Industries for their Series "FD- 750" Outswing Aluminum French Door w /Sidelites — L.M.I., approved on 02/10/10 and expiring on 02/24/15. E -3 M : i I Perez, P.E. Produc i Con of Examiner N I No 11- 1013.24 Expiration Date: February 24, 2015 Approval Date: November 24, 2011 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 MUTE OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. B. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM. C. 7/18" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) UTE OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER D. 7/18" LAMI CONSISTING OF (2) UTES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .075 VANCEVA INTERLAYER E. 7/3" 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 (3116" A,.090 PVB, 3/16" HS). F. 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,.090 PVB, 3/16" HS). G. 718" LAMI I.G. CONSISTING OF (1) UTE OF 3/18" TEMPERED GLASS OUTSIDE, 1/4" AIR SPACE AND (1) 7/16" LAMI GLASS ASSEMBLY INSIDE (3/16" A,.075 VANCEVA, 3/16" HS). H. 718" 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 3. A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300 -02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-02. 3. CONFIGURATIONS: X, Q XQ, O� C M, XXO, QXX, OXO )CXXX, j(XXO, OXXX, OR OXXO WHERE Q REPRESENTS EITHER THE NARROW JAMB OR FULL JAMB SIDE LITE. ANY TWO ADJACENT X UNITS CAN BE EITHER TWO SINGLE, 4 DOORS OR A DOUBLE, XX DOOR' BOTH USING EITHER THE STANDARD OR THE LOW -RISE SILL. THE FRENCH DOOR ASSEMBLY BEAM IS USED TO ASSEMBLE X, XX AND 0 UNITS TO MAKE THE ABOVE CONFIGURATIONS. 4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 9 THRU 11. 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. REFERENCES: TEST REPORTS: FTL -4311, FTL- 4312, FTL -4316, FTL- 4527, FTL- 4528, FTL -4529, FTL -4530, FTL -4921 AND FTL -6941. ® ANSYAF&PA NDS -2005 FOR WOOD CONSTRUCTION ADM -2005 ALUMINUM DESIGN MANUAL 8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). NOA DRAWING MAP TOPIC SHEET GENERAL NOTES 1 CONFIGURATIONS ..... 1 GLAZING DETAILS2 DESIGN PRESSURES 3 ELEVATIONS ........... _.._4 VERT. SECTIONS5 HORIZ SECTIONS6 PARTS UST ..... 7 EXTRUSIONS 8 -9 ANCHORAGE 10-12 Arad* Data R"me uppArmemo meocEmposs?htllA+vUerteRa 09/22V9 E8TRFFlTMTh3ERB Rood* AFL NI MANSES MD Deee 4146/10 1(9121!1 Otablens n revel ey, 0rsm ,e0y: Doe FJC 12123/04 FBC20t00003CFNNOB 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34215 P.O. BQ%1529 NOKOMIS, FL 39274 GENERAL NOTES AND DRAWING MAP ALUM. FRENCH DOOR & SIDE LITES, IMPACT areHOam FD750 a 12 I OnWilw 8000.11 Rm E EXTERIOR 7116` NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER 3/18° HEAT STRENGTHENED GLASS 91 0R92 � BITE INTERIO5/8 R °GLASS EXTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS WI PVB INTERLAYER 7/8° NOM. 7116" NOM. 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075" VANCEVA INTERLAYER 3/16" HEAT STRENGTHENED GLASS 93 OR 94 5/8" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7/16" LAMI GLASS W/ VANCEVA INTERLAYER 3/16" TEMPERED GLASS AIR SPACE 3/16° ANNEALED OR HEAT STRENGTHENED GLASS .090" DUPONT BUTACITE OR SAFLEX/ KEEPSAFE MAXIMUM PVB INTERLAYER 3118° HEAT STRENGTHENED GLASS EXTERIOR 5/8" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" NOM. 3/18" TEMPERED GLASS AIR SPACE 3/16" ANNEALED OR HEAT STRENGTHENED GLASS .075 VANCEVA INTERLAYER 3/18" HEAT STRENGTHENED GLASS EXTERIOR 518" GLASS BITE INTERIOR GLAZING DETAIL SETTING BLOCK 7/8" LAMI I.G. GLASS W/ PVB INTERLAYER 7/8" LAMI LG. GLASS W/ VANCEVA INTERLAYER Mader ,Yk WA= FJC WHIMS 0 NOCNMN013THO SHEET Assad Or Rwkhie JR. °WM NO CHANGE THIS $ ET CEEHo Rawl 151g JR F.c 11223/84 NO CHANGE$TH 411E1' L.. 1070 TECHNOLOOYDRIVE NdcoMty EL $1275 P.O. 8(N(1529 NOKOM!$ FL 34274 GLAZING DETAILS 1 ALUM. FRENCH DOOR & SIDE LITES, IMPACT airwrrt FD760 FULL 2 " 12 lem4w 8000.11 E 1v11Ut Il,I, .F �cENSe • Ko. 55105 �'4• Q SOX F �•Z�� ////, �SSIONAL� A LYNNI GCLL , P.E. FL P.E.# 68705 Table 1. Maximum Design Pressures (psf) Configuration Width (In) Allowed Glass Types Height (1n) 79 3/4" (68) 83 3/4" (70) 87 3/4" 91 3/4" 95 3/4" (80) French Door X 37" (3°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80A C,G +100.0 -100.0 +100.0 -100.0 +100.0 -400.0 +100.0 -100.0 +100.0 -100.0 XK 71 3/4" (8°) A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 8ldelite Full Jamb 3811116" A,E +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Narrow Jamb 30 11/16" C,G +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 33 11/16" C,G +100.0 - 100.0 +100.0 - 100.0 +100.0 -100.0 +100.0 -100.0 +97.4 -97.4 3811/18" A, S, E, F +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 -80.0 +70.0 80.0 C,G +100.0 -100.0 +99.9 -99.9 +98.3 -95.3 +91.4 -91.4 +87.9 -87.9 D,H +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 +100.0 -100.0 Table la: Glass Type and. Test Report Number A - 7/18" LAMI (3/16"A,.090 PVB, 3116 "HS) B - 7118° LAM! (3/16'HS,.090 PVB. 3118"HS) C - 7/18" LAMI (3/16"A,.075 VANCEVA, 3 /18"HS) D - 7/16" I.AMI (3118"HS,.075 VANCEVA, 3/16 1HS) E - 7/8" LAMI 1.G. (3/18"T, 1/4" AIR SPACE, 3/16 "A,.090 PVU, 3/161-IS) F - 7/8" LAMI I.G. (3/16`T, 1/4" AIR SPACE, 3/16"HS,.090 PVB, 31181 -IS) G - 7 /8" LAM1 I.G. (3116 "T, 1/4" AIR SPACE, 3/16"A,.078 VANCEVA, 3116"HS) H - 7 /8" LAMI LG. (3/18"1, 1/4° AIR SPACE, 3/16"HS,.075 VANCEVA, 311614S) F1L -4311, 4312, 4315 UPGRADE FTL- 4311, 4312, 4315 FTL -4527, 4628, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 FTL- 4311, 4312, 4315 UPGRADE FTL- 4311, 4312, 4315 F11-4527, 4528, 4529, 4530 UPGRADE FTL -4527, 4528, 4529, 4530 NOTES: 1. IF USING THE OPTIONAL LOW -RISE SILL (PART 10, SHEET 8 OF 12), THE OVERHANG HEIGHT MUST BE GREATER THAN THE OVERHANG LENGTH (SEE DIAGRAM). IF NOT, THE MAXIMUM POSITIVE ( +) DESIGN PRESSURE IS LIMITED TO +50.0 PSF FOR ALL STYLES AND SIZES OF THE DOOR AND ANY ADJOINING SIDELITES. (REF. FTL-5941) Road Sp 0!Y R"1"°s P-K 10/ xst249 8 L0�[p7ETAEGE170A8IWE190607 rR R«,Qeit J.R. Paw Dew O RM° lL.4krr Redeem a A DDEO N D7 E/DLAGRAM FOR 1,0 W RIS E M. NOCRAW:M*1sow fir FJC 22304 ffixta00,: ome LT. 4/8/05 f0707ECRNOLDOYDRIVE NOKOM(E F134275 PK°. ,X 3 FL sla DESIGN PRESSURES -nom ALUM. FRENCH DOOR & SIDE LITES, IMPACT tioduAtodet F0750 NTS 3 a 12 8000.11 E 00 t,1 Ell /,, ��'�..' ��GENSS '••F'A i */ No. 58705 k _ STATE F �x '•. '�'� '• FtORtD � /71/01■1M- A. LY1VIWi!tLL, P.E. FL P.E.# 58705 r-- 7313118" MAX. WIDTH — 1 95 3/4° MAX. HEIGHT ALL OX OR XO 3r MAX WIDTH 25° MAX. U ALL X UNITS 791/8" MAX. DLO ALL X W4" MAX. WIDTH 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 AND DETAILS SEE SHEETS 9 THROUGH 11. 3. FOR VERTICAL SECTIONS SEE SHEET 5 AND FOR HORIZONTAL SECTIONS SEE SHEET S. 0 (FULL JAMB) O (NARROW JAMB) Rena itp FX RMHnC bets RolskOw 0 RoadUF mn 1:K OWN 1323104 kerbing A NDpMNGEThS SHEET No N T r NO17NM1YtE87M8SKEET LT. 4 4lvo5 f070TEC*C.QOY0RNE NOXOalrs, FL $4276 P.O Ng l620 NOXOINS Ft. 90274 EXAMPLE ELEVATIONS Tic ALUM. FRENCH DOOR & we LITES, IMPACT R. #simAktke soft NTS I 4 a 128000 -11 E „\`;e0 4YNN M/Z //' _.•��GENSg'•.F�P No. 58705 0 Apt 141 STATE OF �i �iC� '•. Fl.ORtOP. tji s.` ��SSIONAI. E A. LYNkIVILLLIk, P.E. FL P.E.# 58705 VERTICAL SECTION A NARROW AND FULL JAMB SIDE LITE HEAD VERTICAL SECTION B OUTSWING HEAD INTERIOR ORIGINAL VERSION TOP RAIL ALTERNATE VERSION TOP RAIL MAX. DLO EXTERIOR El Rh ® 4 • MAX. HEIGHT ORIGINAL VERSION BOTTOM RAIL ALTERNATE VERSION BOTTOM RAIL MAX. HEIGHT VERTICAL SECTION C NARROW AND FULL JAMB SIDE LITE SILL VERTICAL SECTION D OUTSWING SILL REVIWYna SHOWALTERMAIETOPANIPBOTTOWRAILEXIRLIS1014 ALUM. FRENCH DOOR & SIDE LITES, IMPACT F0750 1/2 5 12 8000.11 E OXXO HORIZONTAL SECTION SHOWING (1) OF EACH SIDE LITE TYPE DETAIL G STILES AT ASTRAGAL O { DETAIL 0 NARROW JAMB SIDE LITE (AT HINGE JAMB) Name by: Oft Rabb= Rawl* f0/t206 B NOO'6060HTf!l38HgE7 ep J.R. DamFK ?2/13/04 Dais om09 Rwadnc bake 0661560 0 r 0 DETAIL J SLAB AT. GLASS BED DETAIL K HINGE. JAMB TO HINGE JAMB (NOT SHOWN ABOVE) NO CIAMPI! 710 SHE0r NO CFMNGEB THIS SHEET cw.a.as,: awu 1.7 4/&05 107070CM0100YDRAM NOKOASS, 8.34276 P.O. BQX 6678 NOKOMIS, R. 31774 DETAIL F FULL JAMB SIDE LITE AT HINGE JAMB) NOTE: ASSEMBLY HARDWARE QTY (3), 11" FROM TOP & BOTTOM AND ONE AT MIDSPAN INTERIOR EXTERIOR erRev P ad,me 0..1.46. . 15 DETAIL E JAMB, FULL JAMB SIDE LITE DETAIL I JAMB NARROW JAMB SIDE LITE HORIZONTAL SECTION DETAILS ALUM. FRENCH DOOR & SIDE 4ITES, IMPACT P0760 Myna 6 0 12 Awn itia 8000 -11 E 00750 DOOR JPEM I DWG/ I D6SCRIPTlON I PON ERAMEIQI'FARM I 8006 FRAME- HEAD &BINOBJAMB 68006 2 E003A OUT- SWINOSIIL 68005A 3 80040.411T$W.INOSIWCOVER 68004C 4 8008 DRIP CAP M08 S -HEAD SILL& JAMBWEATHEiSTRIP(SCBLECAL) U83J37T8500 6 8007 SCREWcOVFR 68001 7 8009 1NSTAILPIATE 68009 8 -- - -• PRAMEA$SHNBLYSCREW 08 X 1" PH%IAD ASTRA44L.L94DSEAL 78IPQA 48032 9 8032 10 8058 47 T- SW040SILL(IOW RJ$B) 48058 DOOR P S HEAD, SILL & JAMB WPATHERSTRIP(SCHIEDAL) U8333711000 20 8017 STILE 68112 21 8014. _• RAIL, (THREADED Roo DESIO14) 68014 22 8013 : • RAII,C13$RPADED RODIH'SIUN) 68013 23 8017 7OPSWEBP 68017 24 8016 ROT'FOM 868001' 68016 25 SWIEP SCREWS, 04 x 1/2"PIRL.PH 76 801$ ASIRA QM, ACn'68 &'NAME 68015 27 80218. r: RHIN EJAMBSIDE 680318 2$ MA s RJUNSJ6COEER 6802oA 29 +$.LI.;1111:L' ' PLATE 68018 30 80194 06ASIANO,PO(XtSILSE 68019A 31 8035 ' ' 2110= i:e. ;lf = 68035 ' .11,11b • - '..+,. 86.32,1/4" 33 .r,;,.. CFARIBN(WMT(3. SCREW 012x3/4" TRUSS HD. _'.L; •.. ii,!k; 54Tt1 '• ..• r 9 _ xl - :; HD 5$ th r' BODY 64;X36 71667// ... 37 ' $J$S CLAMP • 60378M i,z . z t;, 9 T, MECHANISM ASHLAND 39 8030 LACKMLOCK 4$030 40 IATCH'ASS'YSCREWS98X2" SSPHILLTRIM 78XZIPAX 41 . 8037 S/S SHOOT HOLTROP(SUyIVAN) 42 8045 STANDARIaPLUSH:BOLTS W/ SS ROD(SUWVAN) 43 8031 8800J 11131.,T tinge 48031 44 SHOOT Bea GUDE& STRIKESCREW 8.32 X3/8" SS PHIL1.TR HD 78X3OPPLX 4$ I.! - UJ PIATEATA;ff • UAL ACTIVEHINOED 'y4 W$I1043S1 46 8038L 1.15FT- STR1KBPLATEAT ASTRAGAL (ACTIVEHM(IN)RIGHT) W51104481 47 STRL1(EPIATESCREWS 8- 32X518° SS PEEL TRHD 7000P93%... 76127717( 48 STRIKEPIATSMIDDIESCRBW 6.24X 12" FE 49 8036 STRIKEP1ATEAT IIPAD &SBL $0 HEADSTR81EScB0WS ss 8x12PBIU.PH 78587AX SI STRIKBPLATESCREWS@SDLSS OXt2PHULUNDPI4CIF1'1'H 78X12PPHUX 52 . $041 ACTIVETRIM SBT(ASHIAND) $3 8042 PASSIVETRIM SEC (ASHLAND) 34 8044 STA1NLjSS STEEL PASSIVEU)O(CRAR(ASHIAND) 5$ 8014A TOP RAIL BAG BOLT DESIGN) 68014A $6 8013A BOCfM RAIL (LAG BOLT DESIGN) 68013A 57 - 5116' x21/2' LAG BOLTS 7516LBOLTX F0750 FULLJAM B SIDE LATE HEM DW2q DERCRB'170N FRAME -HEAD SILL &JAMB 4 8008 DRIP CAP 68008 SCREW COVER 68007 7 INSTALL PIATB 8 FRAME ASSEMBLYSCREW 88 X 1" PH QUAD 78IPQA 80n $n(R 68012 21 8014 TOP RAIL 68014 8013 @OTJOM RAIL 68013 3$ PUMPED ROD 5/16-111X 36" 36 Kamm Hp( Nur 511648 ¢TRQDA • 7990NIJTA 37 TRLISS.CLARE 6037880 60 88X3/4" PH SQ DR1 VB TRK SCREW 7870493719 61 62 SIDEUTE*ADTRIM SIDE UTE JAMB TRIM 68028 PD750 NARROW JAM SIDE LATE t FRAME- HEAD& SILL 68006 4 DRIP CAP 6 SCREW COYER 6800'7 7 8009 INSTALL PLATE 68009 8 ---- - IRAMEASSEMBI.YSCREW 89 x I' PHQUAA $014 TOP RAII. 781PQA 68014 $013 35 J2017OM RAIL 68013 DID HOD 3116.18 X36 6TRODA VIANDR1211E70N171. 511648 TRUSSCLAMP 79$CNUiA 6937880 60 98X3/4• PH SQ 131U VOTES SCREW 78X34PSTW 61 8028 SIDEUTBHEADTRIM 68028 70 8010 FRAME, JAMB 6E00 ASSEMBLYKAT 80 89338 FRENCH DOORASSEMBLY BEAM 6803313 81 910.243( 212" PHS(2t3W 82 810.24 HEX NUT 83 912X 1 IP2 TRHOTEO(SCREW 84 8056 L GLASS, BEADS & SILICONE %MIIL(OPTIONAL) 68056 90 91 cRAXINDSEAIANT. OORNINO$99.981 993ORRSUIVAIBIT 7/16 LAMINATED GLASS (3/16' ANN.„090PY8,J/16' 119) _ 92 7/16 LAMINATED GLASS (3116 HS,A90 PV4, 3116° EIS) 7/16' LAMINATED OASS(3116 ANN.„WS VANCEVA,3116" HS) 7116 LAMINATED (SASS (3/16 H3.,07$ VANCEYA, 3116 9$ 7/B' LAM S:1(3/16" T. 1/4" SPACE, 3/16" ANN,.090PVB, 3/76 115) 96 7/8' IAMI1X.(3116 T,1/4' SPACE, 3(16118„090 PV8,3/16115) 97 7/8' IAM11.0.(3/16 T, 1/4' SPACE, 3/16 ANN.,073 VANCEVA,3/)6 01$) 98 7/8' LAM i.0. (3/16 7.1/4' SPACE, 3/16 HS.,075 YANCEYA.3/16'IMO 105 BAQC BEAD 68022 106 8026A SLBAOKBPAD 107 8023A 7/16' BEAD 68023A 108 8024A 7/8' 10 BEAD 68024A 109 1224 VINYI.BULB WSTP (THICK) 617247 Dale 100200 UPDATE HEMS ADD MEW 66, 66, 87.030 K ADDSDLOW RISE 8'81. Rad63 4R Dem 0U7b•0 Widow 0 NOCHANGES TF08SHEET Omm,p F.K Deka 42129/04 Obsokallbs Lii'. Ade 4/8/06 80707E/Pt0L013YDRIVE NOKOMIS, A. 94278 PA. BOX 1619 NOXOML$ A34274 PARTS LIST ALUM. FRENCH DOOR & SIDE LITES, IMPACT 80760 Mier NA '� A 7 d 12 8100.11 E 1. 000 3.838 #8006 6063 -T6 � FRAME, HEAD, JAMB AND SIDELITE SILL .082 - —I 1.278 _N 2.235 .583 TIC ---- -- 3.638 - -� #8003A 6063 -T6 \.._/ OUT -SWING SILL .050 1.353 Q#8004C 6063 -T5 OS SILL COVER .583 �i�- -� -- 3.636 ---- -► Q #8009 6063 -T5 10 #8056 6063 -T6 INSTALL PLATE OUT -SWING LOW SILL 1.938 —� I- 1.938 8.250 22 #8013 6063 -T6 BOTTOM RAIL —.100 Render PX lond 8.250 #8013A 6063 -T6 56 BOTTOM RAIL, LAG BOLT DESIGN Dow iN11/tlB Das COMO BMikte B Naiad= T r 2.000 L 3.990 ' 20 #8012 6063 -T6 STILE 1.938 1 1.487 4.434 21 #8014 6063 -T5 TOP RAIL 1.487 4.434 #8014A 6063 -T5 TOP RAIL, LAG BOLT DESIGN #8008 6063 -T5 DRIP CAP Q23 #8017 6063 -T5 TOP SWEEP .797 2240 -� 2Q#8016 6063 -T5 4 BOTTOM SWEEP .075 1170 2.544 26 #8015 6063 -T6 ASTRAGAL —1 1.180 1 040- #8007 6063 -T6 SCREW COVER UPORA110111301 0 Amid Bp o Aft Oak 0148/15 12123/04 40WR79E80.1.1007 02070BION8iW. NOCKANOES mammy L7.oF flaw 1070 TECHNOLOGY DRIVE N0K01IU$ fL 34275 P.O. KIX 105 NO(Od05. IS $0774 EXTRUSION PROFILES ALUM. FRENCH DOOR & SIDE LITES, IMPACT FD760 1/2 1 8 « 12 8+•80818 800041 E u 1 I tilt,. io '. STAIE�F Zu�t: �''��,SStONA� -� •• A. LYNNINILL R, P.E. FL P.E.# 58705 h.-2.260 •- ---.-i 27 #80218 6063 -T6 GEAR HINGE, JAMB .075 436 2.622 61 #8028 6063 -T5 SL HEAD TRIM ® #8022 6063 -T5 BACKBEAD Bradt, Lila Rolatex FA WOW UPGRADE REVS& .126 .742 [17- �3.j36L, 3 .072 #8020A 6063 -T6 GEAR HINGE, COVER �+ ----�- 3.776 --r- -� 41 326 b .060_ O SU #8056.6063 -T4 BSILL, OPTIONAL 10 #8026A 6063 -T5 SL BACKBEAD 142 ' c1 .301 1.763• -►I 29 #8018 6063 -T5 HINGE, BACK -UP .075 2.438 —► 0 #8019A 6063 -T6 GEAR HINGE, DOOR 3.636 70' #8010 6063 -T6 NARROW SL JAMB .760 F.818 r -- 10 0 #8023A 6063 -T5 7116° BEAD .040 957 k•+-- #8024A 6063 -T5 I.G. BEAD .126 1.892 ! 1000 37 #8039 6063 -T6 TRUSS CLAMP 3.251 1.635 80 #8033B 6105 -T5 FD ASS'Y BEAM to-2.313 .060 (;;\ #8029 6063 -T5 SL JAMB TRIM RaNljJ are RwYY.s JAt Diez4v9 C N WPAGE Rend* arr� NOCNANG68TNi8&+T 1R mono O Amon E,: Ere aamecX are PK !?/23174 L.T. 4/8105 IWOTECANfOLOGYMINE NOKONl9. PL 5!276 P.Q NOK .91.51629 4274 EXTRUSION PROFILES Ire ALUM. FRENCH DOOR & SIDE LITES, IMPACT allirsikdrk I Oak Moak F0760 I 1/2 9 d 12 E auryNa. 8000 -11 .0(11F If Ili �` ��.•J��NSe ''• * ;. 14o.68705 sTA t, A. LY(4141 111A. P.E. FL P.E.# 58705 -16r- 11° JAMB ANCHORS HT. QTY. 95 314' - (5) 913/4 " -(5) 87 3/4" - (6) 83 3/4" - (5) 79 3/4° - (6) I - 18.500' MAX. o.C. 11` DETAIL. A (CONCRETE) A (SINGLE PANEL) ANCHOR TYPES: IOR2 JAMB ANCHORS HT. QTY. 963/4' -(8) ----r 91 3/4 " -(8) } 873/4 " -(8) — 83 3/4' -(7) _ }. 793/4' -(7) 11" 1 1 A DETAIL B (WOOD) (SINGLE PANEL) ANCHOR TYPES: 2 OR 3 11' 10.571' MAX. O.C. A 3" MIN. HEAD & SILL _ ATYP. ANCHOR CLUSTER (TYPICAL) 4AMB ANCHORS 18.500° HT. QTY. MAX. 96 3/4" - (5) 0.C• 91 3/4" - (5) 87 3/4" - (5) 83 3/4" - (5) 79 3/4" - (5) 1 " if if I A DETAIL C (CONCRETE) SEE NOTE 6 (2 OR MORE PANELS) REGARDING APPLICABLITY ANCHOR TYPES: OF ENCIRCLED 1 OR 2 ANCHOR LOCATIONS —.. 6'r- I IQ 3" MIN. ATYP. -1g A -+--- 6' .ter --3" ( I I I I I i» p I t i l l ' HEAD & SILL ANCHOR CLUSTER (TYPICAL) _ A (2) EQ. — SP. TYP. - r I I QI I11/ A (3) EQ. SP. TYP. 1111 JAMB ANCHORS HT. QTY. 10.571' r MAX. _ O.C. A 95 3/4" - (8) 91 1 3/4 " - {8} 87 3/4" - (8) II 833/4 " -(7) _ 79 3/4' - (7) 11" 1111 I Q III! 1111©1 I A DETAIL. D (WOOD) (2 OR MORE PANELS) ANCHOR TYPES: 2 OR 3 ANCHORAGE SPACING REQUIREMENTS: 1. DETALS A AND B ABOVE REPRESENT ANCHORING OF SINGLE X DOORS, OR INDIVIDUAL SIDE LITE 0 PANELS WITH FULL OR NARROW WIDTH JAMBS. DETAILS C AND D 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. UNLESS OTHERWISE STATED, DIMENSIONS OF DETAILS A THROUGH D ARE MAXIMUMS. 2. ANCHOR TYPES: 1 -1/4" ELCO ULTRACON 2 -1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREW (05) CONCRETE SUBSTRATE USE TYPE 1 AT 1 3/8" MIN. EMBEDMENT OR TYPE 2 AT 1 314" EMBEDMENT. 13/4' MIN. EDGE DISTANCE FOR BOTH. WOOD SUSTRATE - USE TYPE 2 OR TYPE 3 AT 13/8" MIN. EMBEDMENT. 3. RINGLE PANEL CONFIGURATIONS: (DETAIL A, CONCRETE SUBSTRATE. DETAIL B, WOOD SUBSTRATE) A HEAD AND SILL8' MAX. FROM FRAME CORNERS. JAMBS 11" MAX. FROM FRAME CORNERS, 18.500' MAX. O.C. CONCRETE SUBSTRATE (DETAIL A) AND 10.571" MAX O.C. WOOD SUBSTRATE (DETAIL B). 4. TWO OR MORE PANEL CONFIGURATIONS: (DETAIL C. CONCRETE SUBSTRATE) HEAD AND SILL. 6" MAX. FROM FRAME CORNERS, AND AT 3" AND 6" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND /OR ASTRAGAL LOCATIONS (CLUSTER OF 4). JAMBS—.11" MAX. FROM FRAME CORNERS AND 18.500" MAX. O.C. 5. TWO OR MORE PANEL CONFIGURATIONS : (DETAIL D. WOOD SUBSTRATE) HEAD AND SILL... „.6” MAX. FROM FRAME CORNERS, AND AT 3', 6 ", 9" AND 12" MAX. ON EACH SIDE OF ASSEMBLY BEAM AND/OR ASTRAGAL LOCATIONS (CLUSTER OF 8). PLUS ENCIRCLED ANCHORS OUTSIDE CLUSTERS. REQUIRED ONLY ON PANEL WIDTHS OVER 27 3/4 ". JAMBS 11" MAX. FROM FRAME CORNERS AND 10.571' MAX. O.C. sew aex cW R . a ' w x IMIOVENOTEPERTAIAM T O A N O M O I M O E FJC RY17Ae B RPVIBS ANCHORAGE P S1.502904AMpR6V/3ENONS8.8 dd. Randlw Jn Nowbbor NOCXAnvETIall war AmOex AN. op DAN 1?23/04 CHANQID TAPCDN' TC YS.TRACOM L.T. eid ex 'Va06 10701 cHNOLOO1DRWE NOKOMIS, 01.34275 Paz BQX ate NOKOMIS, PI. 3J274 ANCHORAGE SPACING AL▪ UM. FRENCH DOOR & SIDE i.ITES, IMPACT 1 rix 1/4 10 a J2 8000-11 E F0760 `\\,ONNj . • • yrC�ISE ••FOP * ' No. 58705 • p '• STATE OF A LY/44'i/ILi. , P.E. Ft. P.E.# 58705 A CONCRETE ANCHOR 1/4' MAX. (NOTE 1) GROUT, SEE NOTE 5 114" MAX. GROUT, SEE NOTE 5 CONCRETE ANCHOR SEE NOTE 1 TYPICAL SIDE LITE SILL (DIRECT TO CONCRETE) 1/4" MAX. SHIM CONCRETE ANCHOR, SEE NOTE 1 ®CONCRETE ANCHOR SEE NOTE 1 EMBED. SEE NOTE1 OPTIONAL SIDE LITE SILL (SUBSILL TO CONCRETE) 1/4" MAX. GROUT SEE NOTE 5 1 3/8" MIN. WOOD ANCHOR, SEE NOTE 2 ® TYPICAL SIDE LITE SILL (DIRECT TO WOOD) EXTERIOR INTERIOR (ALL HEAD & SILL SECTIONS) • EMBED. SEE it NOTE 1 EX WOOD SEE NOTE 3 1x WOOD SEE NOTE 3 TYPICAL DOOR & SIDE LITE HEAD 1/4" MAX. GROUT SEE NOTE 5 OPTIONAL SIDE LITE SILL ( SUBSILL TO WOOD) A NOTES: 1. FOR CONCRETE APPLICATIONS IN MIAMI -DADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED ELCO 1/4' ULTRACONS OR 1/4" SS4 CRETE -FLEX. MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4 ". MIN. EMBEDMENT: 1/4" ULTRACON - 13/8", 1/4" 524 CRETE -FLEX -1 314 ". 2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5) OR ELCO 1/4' SS4 CRETE -FLEX -13/8" MIN. EMBEDMENT FOR EITHER. 3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1P2' THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (Al-U). 4. FOR ATTACHMENT TO ALUM: THE MAT'L SHALL BE A MIN. STRENGTH OF 8083 -T5 AND A MIN. OF U8" THICK. THE ALUM. STRUCTURAL 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 SMS WITH FULL ENGAGEMENT INTO THE ALUM. IF THESE CRITERIA ARE MET, THE PRESSURES SHOWN ON SHEET 3 AND ANCHORAGE SPACING FOR WOOD SHOWN ON SHEET 10 MAY BE USED. 5. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED NON-SHRINK, NON - METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE. AND TRANSFER SHEAR LOAD TO SUBSTRATE. �aaax ,ee barons F.IC 10l111010 0 a Reisika II'AAMIACHO U0E0707110 9 MOE 11 &Mir 7111 AIL Derma aeea Re 44 Qua lfep MIMED ?AP AS770 vuntoonr. wpm D . t , F.IC 12123/04 L.T. 4113705 0 1070 75G010LOGYDRIVE Nokomis, PL34?70 P.O.OQX 1529 N011Ob09, F1.04274 ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT awe 11 12 P 750 aon, 1/4 aed.a. 8000 -11 1:21/tlillqa"Ce am/loft baboons Hi -101 '2 }• ei fhb : =ak'Xi • IS .0211 11111 j&ENS,F (cp No. 58705 * ' p 1 tl I o t, :lV/ � STATE OF s /[OIVAL ‘‘4. A. LYIfN'MI i }2, P.E. FL P.E.# 58705 • • I. <=I EXTERIOR INTERIOR (AU. SILL SECTIONS) CONCRETE ANCHOR SEE NOTE 1, 114* MAX. SHEET 11 GROUT, SEE NOTE 5,1 SHEET 11 CONCRETE ANCHOR. SEE NOTE 1, SHEET 11 1/4" MAX GROUT, SEE NOTE 5, SHEET 11 OPTIONAL 4 `.•'" ‘.** EMBED .4 KSI 'A:- SEE NOTE 1, SHE.ET 11 OPTIONAL DOOR SILL (SUBSILL TO CONCRETE) TYPICAL DOOR SILL (DIRECT TO CONCRETE) INTERIOR (ALL JAMB SECTIONS) EXTERIOR Rost*? FIC EMBED. ,on SEE " NOTE 1, SHEET 11 - ••■■,41., 1111111111illffill11, ',4111111!" 3.4 KSI MIN. CONCRETE 1/4" MAX. SHIM A CONCRETE ANCHOR, SEE NOTE 1, SHEET 11 3.4 KSI CONCRETE OR 1.5 K81 ..?"..:!":•;: MIN. CMU WOOD ANcHaz SEE NOTE 2, 1/4" MAX SHEET 11 GROUT SEE NOTE 5, SHEET 11 A 1 3/8" TYPICAL DOOR SILL (DIRECT TO WOOD) EMBED. A SEE CONCRETE NOTE 1, A, ANCHOR. HEETIII SEE NOTE 1, SHEET 11 .17111111111,1111/1111111 /II 1x WOOD, SEE NOTE 3, , • SHEET 11 14" MAX. SHIM 1.■—• TYPICAL DOOR & SIDE LITE JAMB 2x WOOD, SEE NOTE 3, SHEET 11 WOOD ANCHOR, SEE NOTE 1, $HEET 11 1/4" MAX. GROUT, SEE NOTE 5, SHEET 11 OPTIONAL OPTIONAL DOOR SILL (SUBSILL TO WOOD) CONCRETE ANCHOR, 1 3/W • SEE NOTE Z MIN. .1 SHEET 11 11111111111111; .111r !IMO!! '.1(11111=1 !Mir 1/4" MAX. SHIM-1 vow NOM Parklens 0 NEW ME APO MUM ANO ALTIMATE TOP 8077MR% 007•181CAVS. RassitIF Alt Ostat 042M9 Revileklet How ter Onan ftc FJC Oro 01/2W f 0 flak 12123/04 •••kear Obablder L cobvidePMINKSia, ArxwboYittosear.oPtiottiorinemazeoor-mas, NO CHANGES Tt• 3 ellEfiT 4/0/05 . tom 7Ea1N01.00voRivE NOKOWS,FLagra P.0.139X NOICOMa R. 34274 A.atin ANCHORAGE DETAILS ALUM. FRENCH DOOR & SIDE LITES, IMPACT tisdasbfoht P0750 1/4 12 a 12 Offool•Nx 800041 E I N \\•%.‘,30. NNNNN .4/4"//, ▪ * No, 58705 *. _ -,▪ -p STATE OF &„ //7,,,Q1ONA.1-, :Cj.■•‘\ A. LYNI4 WEEK P.E. FL P.E.# 58705 DAVID Iff.ARNE JOHNSON NA ARCHITECT 7740 S.W. 104th STREET, SUITE 101 MIAMI, FLORIDA 33156 SH P DRAWING DOCUMENT REVIEW FURNISH AS SUBMITTED 0 REVISE AND RESUBMIT ❑ REJECTED 0 FURNISH AS CORRECTED Corrections or comments made on the shop draws during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of the general conformance with the design concept of the project and general compliance with the information giren in the contract documents. The contractor is responsible tor: Confirming and correlating all quantities and dimen ions; selectir, fabrication processes and techniques of construction; coordin ng his or her w*fk with that of all other trades; and perform; I work in a safe and •tisfactory manner. ;'r„ # • ! i • MIAMNDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIANII -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 NOTICE OF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com Construction Glass Industries Corporation 10100 N. W. 25th Street Miami, FL 33172 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 450 Aluminum Tube Mullion- Impact. APPROVAL DOCUMENT: Drawing No. M98-02 Rev C, sheets 1 through 3 of 3 dated 04/23/98 and last revised on June 05, 2006, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptuce 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 loo following statement "Miami -Dade County Product Control Approved ", unless oth .d�;4 RENEWAL of this NOA shall be considered after a renewal application has been , there h 'bee ` change in the applicable building code negatively affecting the performance of t TERMINATION of this NOA will occur after the expiration date or if there hasp b �= f ' materials, use, and/or manufacture of the product or Moir ite the Pr process. Misuse of this NOA as an product, for sales, advertising or any other , , g Y purposes shall automatically terminate this NOA.y lure to, ply 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, Flori the expiration date may be displayed in advertising literature. If any yd f en it shall by Y portion of the NOA done in its entirety. OA is displayed, then it s 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 # 06- 0127.03 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 06- 0809.06 Expiration Date: October 05, 2011 Approval Date: October 05, 2006 Page 1 DAVID ID M-JTh E JOHNSON PIA ARCHITECT 7740 SW. 104th STREET, SUITE 101 MiiAMI, F 0RiDA 33 7. c„ SHOP DRAWING DOCUMENT REVIEW C' FURNISH AS SUBMITTED ❑ RENEE AND RESUBMIT ❑ REJECTED 0 FURNISH M CORRECTED Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the arawir; s and specifications. This check is only for review of onffrmance with the design concept of the project and xe;,;,;,; ,:wapliance with the information given in the contract doc.;n,,,,is. Mie contractor is responsible for: Confirming and cr.eglacinF a:{ quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his or her work with that of all other trades; and pert ; in all work in a safe and satisfactory manner. By: a► • DESIGN LOAD CAPACITY - PSF (1/4° DIA. TAPCONS) OPENING DIMENSIONS DOOR WIDTH (W) = 80° DOOR WIDTH (W) = 72" DOOR WIDTH (W) = 84° SIDELITE WIDTHS (WI) SIDELITE WIDTHS (WI) SIDELITE WIDTHS (WI) L LI L2 24" 30' 38° 42' 24" 30' 38' 42' 24° 30' 36" 42' 96' 84" 12" 100.0 100.0 100.0 100.0 100.0 100.0 99.5 94.0 100.0 94.7 69.7 85.3 102" 84' 18" 100.0 100.0 100.0 100.0 100.0 100.0 95.3 90.0 96.3 90.9 88.1 81.7 108' 84' 24" 100.0. 100.0 100.0 86.0 100.0 97.4 91.5 88.3 92.8 87.4 82.7 78.4 114' 84' 30" 100.0 100.0 98.4 92.1 100.0 93.7 88.0 82.9 89.4 842 79.8 75.4 120" 84" 38' 100.0 100.0 94.7 88.8 98.7 90.3 64.7 79.8 88.3 81.2 78.7 72.8 126" 84' 42' 100.0 98.1 91.2 85.3 93.4 87.2 81.7 76.9 83.5 78.4 74.0 70.0 132' 84" 48' 100.2 92.9 88.5 81.0 88.2 82.4 77.4 72.9 78.7 74.1 70.0 66.3 138' 84" 54' 88.7 80.4 75.0 70.2 78.3 71.3 87.0 83.2 88.1 64.1 60.6 57.4 144" 54' 60" 75.7 70.3 65.5 81.4 66.6 62.3 58.5 55.2 59.4 58.0 52.9 50.2 108' 96" 12" 100.0 100.0 98.8 92.8 99.5 93.4 58.0 83.2 88.6 83.7 79.4 75.4 114" 96' 18' 100.0 100.0 95.0 89.1 98.0 90.0 84.7 80.0 65.5 80.5 76.5 72.6 120° 96" 24' 100.0 98.1 91.5 85.8 92.8 86.9 81.7 77.1 82.7 78.0 73.8 70.0 126" 96' 30" 100.0 94.7 88.3 82.7 89.7 84.0 78.9 74.4 80.0 75.4 71.3 67.8 132' 96" 38' 98.8 91.5 85.3 79.8 86.9 81.2 76.3 71.9 77.6 73.0 69.0 85.4 138" 96' 42" 90.5 63.7 77.8 72.7 79.8 74.4 69.7 85.6 71.3 67.0 832 59.8 144' 96' 48' 78.3 72.5 67.5 63.1. 69.0 84.4 60.4 56.9 61.6 58.0 54.7 51.8 120' 108° 12" 100.0 94.7 88.8 832 89.1 83.7 78.9 74.8 79.4 75.0 71.1 67.8 126° 108° 18' 98.4 91.5 85.5 80.3 86.3 61.0 76.3 72.1 76.9 72.8 68.8 65.4 132" 1O8° 24" 95.3 88.8 82.7 77.6 83.7 78.4 73.8 89.7 74.6 70.4 86.6 63.3 138' 108' Sr 92.4 85.8 80.0 75.0 812 78.1 71.5 - 72.4 68.3 - - 144" 108' 38' 82.7 76.2 70.7 65.9 73.1 68.0 63.5 - 65.4 81.3 - - DESIGN LOAD CAPACITY - PSI? (5/16° DIA. TAPCONS) OPENING DIMENSIONS DOOR WIDTH (W) = 80° DOOR WIDTH (W) = 72" DOOR WIDTH (W) = 84° SIDELITE WIDTHS (WI) SIDELITE WIDTHS (WI) SIDELITE WIDTHS (WI) L LI L2 24° 30" 38' 42' 24' 30' 38" 42" 24° 30' 38° 42° 98' 84' 12' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 102" 84' 18' 100.0 100.0 100.0 100.0. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 108° 84" 24' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 114" 84" 30" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 120' 84' 36" 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 91.1 128' 84' 42" 100.0 100.0 100.0 94.2 100.0 96.2 902 84.9 92.0 88.5 81.7 77.3 132' 84' 48' 100.0 92.9 88.5 81.0 882 82.4 77.4 72.9 78.7 74.1 70.0 66.3 138" 84' 54" 88.7 80.4 75.0 70.2 78.3 71.3 67.0 832 88.1 64.1 60.8 57.4 144' 84' 60' 75.7 70.3 65.5 61.4 66.8 62.3 58.5 55.2 59.4 58.0 52.9 50.2 108° 96' 12° 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 114' 98" 18' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 120' 98° 24' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.9 128" 96" 30' 100.0 100.0 100.0 99.1 100.0 100.0 95.7 899 98.7 92.4 86.9 82.0 132' 98' 38" 100.0 97.5 90.5 84.4 93.2 86.8 81.2 76.3 83.4 78.2 73.7 89.6 138' 96' 42" 90.5 83.7 77.8 72.7 79.8 74.4 69.7 65.6 71.3 87.0 63.2 59.8 144' 96' 48" 78.3 72.5 87.5 63.1 89.0 64.4 60.4 56.9 61.6 58.0 54.7 519 120' 108' 12' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.3 91.6 126' 108" 18' 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.8 100.0 98.4 932 88.5 132' 100' 24' 100.0 100.0 96.5 89.8 100.0 93.5 87.0 81.4 90.7 84.6 79.3 74.6 138' 108" 30' 98.5 88.8 822 76.5 85.4 79.3 74.0 - 76.8 71.6 - - 144" 108° 38' 82.7 76.2 70.7 85.9 73.1 88.0 63.5 - 65.4 81.3 - - W REFER TO SEPARATE 'CGI' N.LIA FOR SERIES 450 DOORS, SIDELITES AND TRANSOMS THESE MUWONS ARE RATED FOR LARGE MISSILE IMPACT VERTICAL ALUMINUM MULLION DOOR FRAME MEMBER INCLUDED IN PROPERTIES NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDIDON INCLUDING HIGH VELOCITY HURRICANE ZONE. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: 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 SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDTiONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. INSTRUCTIONS; USE MUWON /ANCHOR CHART AS FOLLOWS. I2 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE CONNECTION TO MULLION AS PER THIS PRODUCT APPROVAL USING CHART SELECT ANCHORS WITH DESIGN SIEP--f/ RATING MORE THAN THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. CAPACITY OF SELECTED CCI'S DOORS /SIDELITE /TRANSOM AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. STEP 4 THIS MULLION APPROVAL TO SE USED FOR MULLION AS 910WN ON SHEET 3 AND MUST CONTAIN CO'S SWING DOOCS. SDEUTES AND TRANSOMS AS DEPICTE/. : DR. HUMAYOUN r^AROOCI STRUCTURES FLA. PE 4 18857 C.A.N. 3338 tip es with 15 F AMA Aereptafte wratun Date Misishea etwoucr Maw= asalliPlobislibedridea Ihddingenet Aneonces Pichba 0 0 M -A 8,20 0 H a 8 0 «d a°d g4 U I 8 drawing no M98 -02 sheet 1 of 3 4.000 MUWON CUP 6063-16 MUWON TUBE 6063 -T8 1250 2 DOOR JAMS$ 001 -509 6063 -T8 1/4" DLL .TAPCONS 1/4" DLA. TAPCONS L IN. AVG. WIDTH IN. P MAX. PPM' AVG. WIDTH IN. P MAX. PSF 84 24 100.0 30 100.0 38 100.0 42 100.0 48 100.0 100.0 60 98.1 86 89.1 72 81.7 120' 24 100.0 30 100.0 38 100.0 42 98.1 48 88.8 54 76.3 60 68.6 68 82.4 72 572 75.4 70.0 98' 24 100.0 30 100.0 36 100.0 42 100.0 48 100.0. 132° 24 100.0 30 100.0 36 100.0 42 89.1 48 78.0 54 69.3 60 62.4 84 95.3 60 85.8 66 78.0 72 71.5 78 66.0 84 61.3 108" 24 100.0 144° 24 100.0 30 97.3 38 81.1 42 69.5 48 80.8 54 54.0 60 48.8 30 100.0 36 100.0 42 100.0 48 95.3 54 84.7 60 76.3 86 69.3 72 63.6 78 58.7 1.750 .125 CLIP CHANNEL CaI- 6063 -T6 J MULLIONS WI W WI AVG. WIDTH = W + Wt 2 ❑ ❑ FOR TRANSOM LITES, SIDELITES AND DOORS SEE CORRESPONDING CGI PRODUCT APPROVAL CUPPED MUWON n W L W AVG. WIDTH = W W .. W AVG. WIDTH = 2 FOR TRANSOM LITES, SIDELITES AND DOORS SEE CORRESPONDING CM PRODUCT APPROVAL SEE CORRESPONDING 013I DOOR APPROVAL 0/18" DIA. TAPCONS 5/10' DIA. TAPCONS L IN. AVG. WIDTH IN. P MAX. PSI L IN. AVG. WIDTH IN. P MAX. PSF 84 24 100.0 30 100.0 36 100.0 42 100.0 100.0 54 100.0 100.0 66 100.0 72 100.0 120" 24 100.0 30 100.0 38 100.0 42 100.0 48 100.0 54 93.4 00 84.0 66 76.4 72 70.0 78 100.0 84 94.9 BB' 24 100.0 30 100.0 38 100.0 42 100.0 48 100.0 132° 24 100.0 30 100.0 38 100.0 42 90.2 48 78.9 54 70.2 60 63.1 54 100.0 60 100.0 68 100.0 72 96.8 78 89.4 83.0 108" 24 100.0 144' 24 100.0 30 97.3 36 81.1 42 69.5 48 60.8 54 54.0 60 48.8 30 100.0 36 100.0 42 100.0 48 100.0 54 100.0 60 100.0 66 93.9 72 88.1 78 79.5 Env: DR. 161MATOUN FARCOO STRUCTUREs FUL PE 16557 CAN. ritillia0LIP wads ale Om PIM& 8011002/MI filo.0-.0/Z7•03, PRODUCIn W 6` p 1 A• l Divides m. drawing no. M98 -02 sheet 2 of 3 ) ❑❑U , K,, .. WI W WI AVG. WIDTH = W + Wt 2 ❑ ❑ FOR TRANSOM LITES, SIDELITES AND DOORS SEE CORRESPONDING CGI PRODUCT APPROVAL CUPPED MUWON n W L W AVG. WIDTH = W W .. W AVG. WIDTH = 2 FOR TRANSOM LITES, SIDELITES AND DOORS SEE CORRESPONDING CM PRODUCT APPROVAL SEE CORRESPONDING 013I DOOR APPROVAL 0/18" DIA. TAPCONS 5/10' DIA. TAPCONS L IN. AVG. WIDTH IN. P MAX. PSI L IN. AVG. WIDTH IN. P MAX. PSF 84 24 100.0 30 100.0 36 100.0 42 100.0 100.0 54 100.0 100.0 66 100.0 72 100.0 120" 24 100.0 30 100.0 38 100.0 42 100.0 48 100.0 54 93.4 00 84.0 66 76.4 72 70.0 78 100.0 84 94.9 BB' 24 100.0 30 100.0 38 100.0 42 100.0 48 100.0 132° 24 100.0 30 100.0 38 100.0 42 90.2 48 78.9 54 70.2 60 63.1 54 100.0 60 100.0 68 100.0 72 96.8 78 89.4 83.0 108" 24 100.0 144' 24 100.0 30 97.3 36 81.1 42 69.5 48 60.8 54 54.0 60 48.8 30 100.0 36 100.0 42 100.0 48 100.0 54 100.0 60 100.0 66 93.9 72 88.1 78 79.5 Env: DR. 161MATOUN FARCOO STRUCTUREs FUL PE 16557 CAN. ritillia0LIP wads ale Om PIM& 8011002/MI filo.0-.0/Z7•03, PRODUCIn W 6` p 1 A• l Divides m. drawing no. M98 -02 sheet 2 of 3 ) 2 X 6 X 1/8' ALUM TUBE NOTES; 1. MIN. CONCRETE STRENGTH = 3000 PSI 2. TAPCONS AS MANUFACTURED BY ELCO. 3. MIN. EDGE DISTANCE 1/4° TAPCONS = 2 -1/2° MIN. 5/16° TAPCONS = 3 -1/4° MIN. IA 14 SMS 2/ CLIP •10 SAS 2/ CLIP 10 VS 2/ CLIP drawing no. M98 -02 sheet 3of 3 ) it _43.1 NOTES; 1. MIN. CONCRETE STRENGTH = 3000 PSI 2. TAPCONS AS MANUFACTURED BY ELCO. 3. MIN. EDGE DISTANCE 1/4° TAPCONS = 2 -1/2° MIN. 5/16° TAPCONS = 3 -1/4° MIN. IA 14 SMS 2/ CLIP •10 SAS 2/ CLIP 10 VS 2/ CLIP drawing no. M98 -02 sheet 3of 3 ) 412-SirL 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 Permit Type: BUILDING JOB ADDRESS: ( 2441 14 E O 6 -f . FBC 20 Permit No. Fc. It g Master Permit No. ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO 07 Flood Zone: OWNER: Name (Fee Simple Titleholder): ,6tratO t).r01.441,140 Phone #: 505204, * l 1 Address: City: State: Zip: Tenant/Lessee Name: Phox a #: Email: CONTRACTOR: Company Name: f/ ' ;/ le ('. Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: chitec ngineer: AR Phone #: SO (0,6 0( . 5321 Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: OAddition DAlteration UNew ORepair/Replace Description of Work: ODemolition * ***** *** * ******* * * ******* * ** r** ***** **Feees** ***** *** ***** * ***,x**** **** * ** ** ** ** ***** Submittal Fee $ Permit Fee $ ,J - CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ 15 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO ` OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap ' roved and a reinspection fee will be charged. Signature �i� • �" 0 serorAgent The foregoing instrument was acknowledged before me this /7 day of 20 /1.,by fit, Solt, La rJa"0 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: PR -Dre-t a -4- - PATRICIA A. KERN ► 40%44 . a �. Notary Public - State of Florida • g My Comm. Expires Sep 15, 2013 Commission • 00 918844 Bonded Through National Notary Man. * * * ** * * * * * **** * ** ,r *, *** * **** * ** ** * ********* * **** * * ** * * ** * *,r************ c404_, My Commission Exp. 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: Sign: Print: My Commission Expires: APPROVED BY /041447‘1414-- Plans Examiner Structural Review (Revised 3 /12/2012XRevised 07 /10 /07)(Revised 06 /10/2009XRevised 3/15/09) Zoning Clerk May 15, 2012 Mr. Norman Bruhn Building Official Miami Shores Village Building. and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Sotolongo Residence 1249 N.E. 100th Street Permit # RC 511858 As -Built Clarifications Dear Mr. Bruhn: May this letter serve as a written clarification to the following item. All of the window and door bucks with the exception of the front door are installed with caulking and the fastening is in compliance with the FBC. Please do not h= sitate contacting me should you have any questions regarding these items or if you require further inform Resp ully'sub ;' itted, David WearniJohnson AIA Architl DAVID WEARNE JOHNSON AIA NCARB P.A. ARCHITECT 7740 SOUTHWEST 104 STREET SUITE 101 PINECREST FLORIDA 33156 TELEPHONE 305 661 8387 FAX 305 661 7621 E -MAIL davidjohnson_aia @bellsouth.net • AR0006624 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, FL 33172 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildingcode 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 f ch product or; material within their jurisdiction. BORA reserves the right to revoke this acceptance, if i is • n k by r i -Dade County Product Control Division that this Pr oduct or material fails to ee e t of a la licable building code. This product is approved as described herein, and has b desi eto c pl with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 360 Aluminum Single Hung Window - L.M.L APPROVAL DOCUMENT: Drawing No. W05 -04, titled "Aluminum Single Hung Window (L.M.I.) ", sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05 with revision C dated 11/12/08, prepared by Al-Farooq Corporation, signed and sealed by Humayoun F rs •.q -Dade County Product Control Renewal stamp with ce :; t« �►,. :ton .: the Miami -Dade County Product Control Divisio MISSILE IMPACT RATING: Large Missile Imp be �i n` o LABELING: Each unit shall bear a permanent la state and following statement: "Miami -Dade County Product 1Approved ", 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 # 0 8-1208.06 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. NOA No. 09- 1210.05 Expiration Date: May 05, 2015 Approval Date: April 07, 2010 Page 1 DAM WEARIC. :Kkiii5011 1A ,VCHITECI 7740 SW. 104th STREE,T, surrE 101 MIAMI, FLORIDA 33156 SKOP DRAWING DOCUMENT REVIEW PARISH AS SUBMITTED . 0 REJECTED 0 REVISE Afin RESUBRIrf - 0 f IlltfilSli Ai' CORRECTED . ,- Corrections or comments made on the shop dravvesgs curing this re-Yle,4 do not relitite contractor from compliance with requirements of ji,,: &awings and specifications. This check is only for review of the gr-z-ai conforrAnce with the design concept of the project and genoell comnilapce. with the information given in the contract .-. doeufpr,t1.. The . contFaco: "a -;-esponsible for. Confirming Iiild .coerelating_ ari rionot:Ns oa4 dimensions; selecting fabrication proce-Aei and •-•,..?..fitdotAs of consteuction; coordinating his or her Wtlik with tree of 'Al c)'0::..i ir.tles; and perfor jil work in a sato nod saUsinctory manaei.. Dote: 412. CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05 -04, titled "Aluminum Single Hung Window (L.M.I.) ", Sheets 1, 1A, 2, 2A, 3, 3A, 4, 4A and 5 through 10 of 10, dated 01/28/05 with revision C dated 11/12/08, 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 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 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL -0080- 0402 -08, specimens 1, 2, 3 & 4 dated 04/03/08- 07/22/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under previous NOA #08- 1208.06) 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 (b) and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL- 0080 - 0323 -04, specimens 1, 2, 3, 4, 5, 6, 7, & 9 dated 03/29-4/2/04, signed and sealed by Vinu J. Abraham, P.E. (Submitted under previous NOA #05- 0215.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 11/25/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Manuel P E. Product Control : - : er NOA No. 09- 1210.05 Expiration Date: May 05, 2015 Approval Date: April 07, 2010 E -1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 08- 0520.08 issued to Solutia, Inc. for their "Vanceva Composites Glass Interlayer" dated 07/17/08, expiring on 12/11/13. 3. Notice of Acceptance No. 08- 0206.01 issued to Solutia, Inc. for their "Saflex HP Glass Interlayer" dated 04 /17/08, expiring on 04/14/13. F. STATEMENTS 1. Statement letter of conformance, dated November 25, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated November 25, 2008, signed and sealed by Humayoun Farooq, P.E. G. O'1HLR 1. Notice of Acceptance No. 08- 1208.06, issued to CGI Windows & Doors for their Series 360 Aluminum Single Hung Window — L.M.I., approved on 02/11 /09 and expiring on 05/05/10. Manuel P P.E. Product Contr 1I er NOA No. i • - 10.05 Expiration Date: May 05, 2015 Approval Date: April 07, 2010 E -2 (sheet 1 of 10) General Window Sections FRAME AND VENT DETAILS FOR GLASS TYPES 1 & 2 SEE SHEETS 3 & 4 FOR CAPACITIES. 1/2" (typ. flange) Installation Screws (Refer to sheets 5, 6 & 7 for spacing information) Z (trp) (trp) Daylight Opng. Daylight Opng. SEE SHEETS 3 & 4 FOR GRASS OPTIONS (Optional) INSTRUCTIONS FOR USING CAPACITY CHARTS; STEP 1 STEP 2 51'EP3 STEP 4 (Opttom0 (Optbnot) (Required) &O7 DETERMINE THE REQUIRED DESIGN PRESSURES FOR A OVEN WINDOW OPENING. DETERMINE THE CAPACITY OF THE WINDOW SIZE/CONFIGURATION /GLASS TYPE FROM CHARTS ON SHEETS 3 AND 4. DETERMINE THE ANCHOR CAPACITY FROM SHEET 7 FOR SINGLE OPENINGS, APPLICABLE TO ANCHORS TYPE A, B OR C SHOWN ON SHEETS 5 AND 6. IF ALUMINUM BUCKS ARE USED, VERIFY THE BUCK INSTALLATION CAPACITY FROM SHEET 9. FOR UNCLIPPED MULLED WINDOWS DETERMINE MULLION/MULLION ANCHORS CAPACITY FOR 1X4 TUBE MULLION FROM CHARTS ON SHEET 8. IF ALUMINUM BUCKS ARE USED DETERMINE BUCK ANCHORING REQUIREMENTS FROM CHARTS ON SHEET TO. THE LOWEST SELECTED VALUE APPLY TO THE INSTALLATION AND MUST EQUAL OR EXCEED THE REQUIRED DESIGN PRESSURES OBTAINED FROM STEP 1. H Window Width 6° max. 6" I max. wsas� Surface Applied Mun mI a (Optional) 1 -TIP . L _1 -Pr Typical Elevation SIT (Optional) Standard 12 Psf Sill Optional 15 PSF Water Bar Adaptors Con not be used with lock type 0 ALUMINUM SINGLE RUNG WINDOWS APPROVAL. APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS AR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. PRODUCT ROWED wM6 Mae Nodes Ratan Cede Aserfams Slow Ws Gr THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HWff). 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 DRESSING OR STUCCO: ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LAMED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMAAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.9.4. THESE WINDOWS ARE RATED FO SHUTTERS ARE NOT REQUIRED. monuGTREMISSO FI Cmr 1 1 6 5 8 7 eem WiRSt1IW SS.-V EC 03 Ms vo I B N 4 drawing no.' W05 -04 FRAME AND VENT DETAILS FOR GLASS TYPES 3, 3A, 4 AND 4A. SEE SHEETS 3A & 4A FOR CAPACmES. OPTIONAL TOP RAIL SWEEP LOCK NOT AVAILABLE WITH THESE GLASS TYPES. Installation Screws (Refer to sheets 5, 6 & 7 for spacing information) Window Width 6" max. 6" max. (typ) SEE SHEETS 3A & 4A FOR GLASS OPTIONS Window Width Glazing at Insulated Laminated Surface Applied t V Mun ins (Optional) L� IR Typical Elevation ,auwbb %Mkt Are ,s._astIle /j 5 831 (Optional) PRODUCT REMBIll ea compfyiegwith W Melba Code ilaccOsawlVo‘ 1i� Standard 12 Psf Sill Optional 15 PSF Water Bar Adaptor Can not be used with lock type drawing no. W05 -04 (sheet 1A of 10) Bill of Materials ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER REMARKS 1 W23201NG AS READ. WOOL PILE WITH CENTER SOFT FIN (GRAY) PILE ULTRAFAB /SCHLEGEL 2 CGI -612P AS REQD. PLASTIC BUMPER GUIDE PVC PROTOTYPE PLASTIC EXTRUSIONS CONTINUOUS AT INTERLOCK 3 - #146 -4 2 WEEP HOLE COVER NYLON BUILDERS PLASTIC COMPANY 4 N/A AS REQD. GLAZING GLASS VARIES 5 N/A 1 COMPLETE SCREEN ALUM /MESH 6 CGI -615C & 616C 1 OR 2 COMBINATION EGRESS LOCK AND LIFT /PULL ATTACHED W /(2) #8 X 5/8° FH SMS ZINC CUSTOM CASTING 1 ® WOWS. 28" WIDE & SMALLER 2 CO WOWS. OVER 28" WIDE 7 A30700 & C30705 1 OR 2 OPTIONAL SWEEP LOCK & KEEPER (replaces item 6) ATTACHED W /(4) #8 X 5/8" F-I SMS ZINC TRUTH HARDWARE OR EQUIV. 1 @ WOWS. 28" WIDE & SMALLER 2 ® WDWS. OVER 28° WIDE 8 18 -11 -XX -100 1 OR 2 ZINC TRUTH HARDWARE OF EQUIV. 1 ®WDWS. 28° WIDE &SMALLER 2 ® WDWS. OVER 28° WIDE 9 CGI -614C 2 TIE DOWN BLOCK ZINC CUSTOM CASTING 10 VARIES 2 BALANCES (B&T OR SPIRAL) VARIES VARIES BOTH BALANCES CAN BE USED 11 CGI -617P 2 BALANCE COVER PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP HALF OF EACH JAMB 12 CGI -618P 2 VENT STOP PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF JAMBS 14 CGI -613P 2 FIXED VENT SHIM PVC PROTOTYPE PLASTIC EXTRUSIONS LOCATED AT TOP OF FIXED VENT 15 CGI -619P 2 TOP GUIDE AT OPERABLE VENT NYLON CUSTOM CASTING 16 CGI -622N 2 BOTTOM GUIDE /CUP AT OPERABLE VENT NYLON CUSTOM CASTING , 17 CGI -62821 0C & 2 CARRIER SYSTEM ZINC CUSTOM CASTING OPTIONAL - BALANCE ATTACHES TO IF 18 N/A 16 VENT ASSEMBLY SCREWS S/S VARIES #10 X 1 1/4" PH SUS (2 PER CORNER) 19 N/A 12 FRAME ASSEMBLY SCREWS S/S VARIES #10 X 1 1 %4" PH SMS (2 PER CORNER) 20 CGI -382V AS REQD. VINYL BULB PVC PROTOTYPE PLASTIC EXTRUSIONS 21 VARIES AS REQD. STUCTURAL SILICONE SILICONE 3 SIUCONES GE -1200, GE -2000, & DOW 995 22 CGI -632 1 OR 2 COMBINATION EGRESS WB LOCK & UFT /PULL ATTACHED W /(2) #8 X 5/8" FH SMS ZINC CUSTOM CASTING (FOR USE WITH WATERBAR) 1 @ WDWS. 28" WIDE & SMALLER 2 ® WOWS. OVER 28" WIDE j- j. FlA PEN 18357 CAy: DEC 0 3 2008 F6 Rg azogi II a 8 g 0 C U b 1 S a m 0 8 8 s 6 8 a 0 C I 4 is drawing no. W05 -04 sheet 2 011011 • 3.572 3.597 11 u. Q t a 0 u 0 1 <G U m .oeo l.. I-- -3.452 600 -Frame Head 6063 -T6 601 -Frame Sill 6063 -T6 602 -Frame Jamb 6063 -T6 VENT SHAPES FOR GLASS TYPES 1 & 2 a 4 3 $^ 1.326 --1 I 1.701 i ° '^• L .085 an vi°i N N .080 f I 1 J I -1.520 818 -LP. � 01110 N M is .090 N %�- py O 0 F 4J1 S 51 A q1 Q a5 g4 II g 1 pNM� C] 3 } s ZO 4 o V F aj F 1.701 7 .778 ., . 604- Horiz. Rail 6083 -T6 605 -Fixed .Intick. 6063 -T6 606 - Moving Intick. 6063 -16 607 -Side Rail 6063 -76 609 -Glzg. Bead 6063 -T5 VENT SHAPES FOR GLASS TYPES 3. 3A. 4 & 4A 1.326 2.126 - 1.326 -1 .067 :070 - 1.632 2 , 1.632 2.040 .100 1 777 2.507 'I 3.134 1.326 ^Ir - U - .062 9� 1 �-,25g .6361 b80 .940 1 1 -� 1 ,917 �. 1 1` .962 -1 I 1- .950 --1 I 1 -.997 t g"N„ 1111111 E"NI1 r� .070 1.701 +-- 1.658 --I ' 629 -Glzg. Bead 6063 -T6 For Gloss Types 4 & 4A 630 -Glzg. Bead 6063 -T6 For Glass Types 3 & 3A 625 - Horiz. Rail 6063 -T6 626 -Fixed Intick. 6063 -T6 627- Moving Intick. 6063 -T6 628 -Side Rail 8063 -T6 .135 .325 ---° PRODUCT as sam97e8 3.155 *do ,.,G4 ..,„/5 1.G9a , -. D a i I 4 a�, - -.075 Ok RArUO Ft ApN t5138551 �EC 2nne PRODUCT as X14 +t •. . .(Xp it } I4}ri , O (/ / Alle, , .3754 --ti drawing no. 611- Waterbar 6063 -T5 631- Waterbar 8063 -T5 (sheet2A of10 • 1/8" Ann. Gloss .090 Sentryglass Plus or .075 Stormglass or .075 Vanceva or .100 Solutia Saflex HP PVB 1/8" Ann. Glass m N Silicone a GE -1200 GE -2000 DOW -995 Glass Type '1" 5/16" Nominal Glass Annealed /Annealed 1/8" HS Glass .090 Sentryglass Plus or .075 Stormglass or .075 Vanceva or .100 Solutia Saflex HP PVB 1/8" HS Glass Glass Type "2" 5/16° Nominal Gloss HS /HS Silicone GE -1200 GE -2000 DOW -995 EQUAL LITES WINDOWS EQUAL LUTES WINDOWS DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PST WINDOW DIMS. GLASS TYPE 'I' GLASS TYPE '2' WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' WIDTH HEIGHT Exr.( +) INT.(-) EXT.( +) INT.( -) WIDTH HEIGHT EEL(+) 1NT.( -) EXT.( +) 1NT.(-) 24' 30° 32" 38" 42' 48" 84' 48' 100.0 210.0 100.0 210.0 24' 30' 32" 38° 42' 48" 54° 86 100.0 181.9 100.0 210.0 100.0 118.8 100.0 120.0 100.0 210.0 100.0 210.0 100.0 111.9 100.0 120.0 100.0 210.0 100.0 210.0 100.0 101.5 100.0 120.0 100.0 180.0 100.0 210.0 85.4 85.4 100.0 120.0 100.0 144.0 100.0 210.0 782 782 100.0 120.0 100.0 120.0 100.0 200.0 88.9 88.9 100.0 120.0 100.0 102.9 100.0 171.4 24' 30" 32° 38° 42" 48" 54" 00 100.0 210.0 100.0 210.0 24" 30" 32° 38' i 42" 48" 100° 100.0 142.4 100.0 2100 100.0 102.2 100.0 120.0 100.0 199.7 100.0 210.0 94.9 94.9 100.0 120.0 100.0 190.3 100.0 210.0 100.0 184.3 100.0 210.0 85.9 85.9 100.0 120.0 75.3 75.3 100.0 120.0 100.0 128.0 100.0 210.0 100.0 104.7 100.0 120.0 88.8 88.6 100.0 120.0 88.8 88.6 100.0 120.0 24° 30° 32" 38° 42" 120' 100.0 120.0 100.0 120.0 24" 30° 32" 38" 42' 48' 54" 72" 100.0 201.1 100.0 210.0 90.7, 90.7 100.0 120.0 100.0 182.1 100.0 210.0 83.8 83.8 100.0 120.0 100.0 167.8 100.0 210.0 75.9 75.9 100.0 120.0 66.4 68.4 100.0 120.0 100.0- 150.7 100.0 210.0 100.0 120.0 100.0 120.0 98.0 90.0 100.0 120.0 80.0 80.0 100.0 120.0 24" 30' 32° 36" 42" 48' 54" 84 100.0 179.1 100.0 210.0 100.0 143.4 100.0 210.0 100.0 135.3 100.0 210.0 100.0 120.0 100.0 120.0 100.0 108.1 100.0 120.0 85.8 85.6 100.0 120.0 74.8 74.8 100.0 120.0 NOTE GLASS CAPACIDES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 EQUAL LUTES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE '1' GLASS TYPE '2' WIDTH HEIGHT LM.(+) 1NT.( -) EXf.(+) 1NT.( -) 19 -1/8" 100.0 210.0 100.0 210.0 28 -1/2° 100.0 210.0 100.0 210.0 37° 28, 100.0 210.0 100.0 210.0 53-1/8' 100.0 171.1 100.0 210.0 19 -1/8" 100.0 210.0 100.0 210.0 28 -1/2" 38 -3 /B° 100.0 210.0 1000 210.0 37° 100.0 1 87.2 100.0 210.0 53 -1/8° 100.0 124.1 100.0 208.9 18 -1/8' 100.0 210.0 100.0 210.0 28 -1/2" 50 100.0 210.0 100.0 2104 37° -5/8' 100.0 188.3 100.0 210.0 53 -1 /8' 100.0 101.2 100.0 188.7 19-1/8' 100.0 210.0 100.0 210.0 28 -1/2' 100.0 207.5 1004 210.0 37" 83" 100.0 154.9 100.0 210.0 53-1/8' 88.1 86.1 100.0 120.0 19 -1/8° 100.0 210.0 100.0 210.0 28 -1/2" 100.0 181.5 100.0 210.0 37' 72, 100.0 148.8 100.0 210.0 53 -1/8" 82.0 82.0 100.0 120.0 19 -1/8' 100.0 210.0 100.0 210.0 28 -1/2' 100.0 171.4 100.0 210.0 37" 78, 100.0 138.8 100.0 210.0 53-1/8' 80.0 80.0 100.0 120.0 Supplemental Test Results for: Air Infiltration - Water Leakage Resistance - Forced Entry Test Type and Method Results Air Infiltration Test (ASTM -E283) ® 1.57 psf pressure differential CO 6.24 psf pressure differential PASSED ( .044 C.F. / Min / Sq Ft ) PASSED ( .076 C.F. / Min / Sq Ft ) Water Leakage Test (ASTM -E331) without waterbar adaptor with waterbar adaptor No leakage allowed PASSED © 12.0 PSF PASSED ® 15.0 PSF Forced Entry Resistance test (ASTM F588 & Grade 10) PASSED 2s m N L o- w O W Equal Lite Window PRObH1C1, PRODUCT REMISED m wD69E w18b6w Fb a SeldbOCs Cep AfxCV?lesasNO 0r`� iil P5 Ple We SL►r-7Yi/15 INIbudgagais rf:�„ All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR LOADS( +) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR( +) LOADS TO 80.0 PSF Erb: CR.HUMAYOUN PAR000 141. PE' 9 18587 DEC 0 3 2008 0 d d'O a. 0t3 ' V a alum 4S32 12- am 2 7d. 8 C gd B B a E X90 � oa YC S U I drawing no. W05 -04 sheet 3 of 10 NOTE: GLASS CAPACDIES ON THIS SHEET ARE BASED ON -ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE '3' GLASS TYPE '34' GLASS TYPE '4' GLASS TYPE '4A' WON HEIGHT EM.( +) 1NT.(-) EM.( +) 1M.( -) EXT.( +) INT.( -) EXT.(+) 1NT.( -) 24' 30' 32' 38' 42• 48' 54' 48' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 208.2 100.0 210.0 100.0 210.0 100.0 210.0 100.0 178.9 100.0 200.0 100.0 200.0 100.0 200.0 100.0 158.6 100.0 171.4 100.0 171.4 100.0 171.4 100.0 139.5 24' 30' 32' 38' 42° 48' 54' 80" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 2022 100.0 210.0 100.0 210.0 100.0 210.0 100.0 174.5 100.0 210.0 100.0 210.0 100.0 210.0 100.0 153.8 100.0 120.0 100.0 120.0 10 .0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 106.3 24' 30' 32' 38' 42° 48° 54° 72• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0- 100.0 210.0 100.0 210.0 100.0 172.2 100.0 210.0 100.0 191.2 100.0 210.0 100.0 178.0 100.0 210.0 100.0 198.4 100.0 210.0 100.0 160.1 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 109.5 3/16" HS .075 Vanceva Storm or .090 Sentryglass Plus or .100 Saflex HP 3/16" HS Glass Type "3" 3/8" Air Space 1/8" HS Silicone GE -1200 GE -2000 DOW -995 1/8" HS .075 Vanceva Storm or .090 Sentryglass Plus or .100 Saflex HP . 1/8" HS I6I/ Glass Type "4" Silicone GE -1200 GE -2000 DOW -995 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PBF 100.0 120.0 100.0 120.0 100.0 120.0 90.5 90.5 WINDOW DRAB. GLASS TYPE '3' GLAD TYPE '34' GLASS TYPE '4' MASS TYPE '4A' 24' 30' 32" 38' 42' 48' 54" 84' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 190.2 WIDTH HEIGHT EXI:( +) 1 M.( -) Exr.( +) 100.0. 210.0 100.0 210.0 100.0 210.0 100.0 152.3 100.0 210.0 100.0 210.0 100.0 210.0 100.0 143.7 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 112.7 19 -1/8' 28 -1/2' 37" 53 -1/8' 28' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210,0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 90.9 90.9 100.0 120.0 100.0 120.0 100.0 120.0 80.8 80.8 24' 30' 32° 38' 42' 54. 98' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 172.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 19 -1/8' 29-1 /2" 37' 53 -1/8' 38 -3/8' 100.0 210.0 210.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 208.9 100.0 100.0 100.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 118.9 100.0 120.0 100.0 120.0 100.0 120.0 100.0 107.8 100.0 120.0 100.0 120.0 100.0 120.0 90.8 90.8 100.0 120.0 100.0 120.0 100.0 120.0 00.9 80.9 19 -1/8" 28-1 /2' 37° 53 -1/8" 50 -5/8' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 100.0 210.0 100.0 210.0 100.0 210.0 210.0 100.0 193.1 100.0 168.7 100.0 188.7 100.0 188.7 100.0 131.7 100.0 120.0 100.0 112.8 100.0 120.0 73.2 73.2 24° 30" 32' 38' 42' 48' 108° 100.0 210.0 100.0 210.0 100.0 210.0 100.0 151.2 100.0 120.0 100.0 120.0 100.0 120.0 100.0 108.6 100.0 120.0 100.0 120.0 100.0 120.0 100.0 100.8 19 -1/8" 28 -1/2' 37' 53 -1/8" 83" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 210.0 100.0 210.0 100.0 210.0 100.0 191.9 210.0 100.0 177.8 100.0 120.0 100.0 100.0 120.0 100.0 120.0 100.0 120.0 91.2 91.2 100.0 120.0 100.0 120.0 100.0 120.0 80.0 80.0 100.0 120.0 100.0 112.2 100.0 120.0 72.9 72.9 24' 30' 32' 38' 42" 120' 100.0 120,0 100.0 120.0 100.0 120.0 100.0 120.0 19 -1/8° 28 -1/2° 37' 53 -1/8° 72' 100.0 210.0 100.0 210.0 120.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100,0 210.0 100.0 192.9 100-0 210.0 100.0 198.5 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 94.8 100.0 120.0 100.0 120.0 100.0 120.0 96.4 98.4 100.0 120.0 100.0 120.0 100.0 120.0 88.8 88.8 100.0 120.0 100.0 120.0 100.0 120.0 80.8 80.8 100.0 120.0 100.0 114.1 100.0 120.0 70.8 70.6 19 -1 /8' 26 -1/2' 37' 53 -1/8° 78' 100.0 210.0 100.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 182.1 100.0 210.0 210.0 100.0 145.1 100.0 120.0 100.0 120.0 1000 120.0 88.3 3/16" AN .075 Vanceva Storm or .090 Sentryglass Plus or .100 Sonex HP 3/16" ANN Glass Type "3A" 3/8" Air Space Glass Type "4A" Aturrocallo Er9LL-ndra Data ..,/411/.4161• AP Silicone GE-2000 DOW-995 .075 Vanceva Storm or .090 Sentryglass Plus or .100 Saflex HP 1/8" ANN Silicone GE-2000 mddth w All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR LOADS(+) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER aseastgyingsdtbtlernerbk STRUCTURES FLA. PE. 98587 • z Eg z. 81 7,1 o 4g ogivi as o drawing no. W05-04 1/8" Ann. Glass 1/8" HS Glass .090 Sentryglass Plus or .090 Sentryglass Plus or .075 Stormglass or .075 Stormglass or .075 VanceVa or .075 Vonceva or .100 HP PVB ., I�I�� .100 HP PVB 1/8" Ann. Glass Silicone 1/8- EIS Gicss IV M Silicone GE- 1200 " Or � GE -1200 GE 2000 00W-99 DOW -995 DOW -995 Glass Type "1" 5/16" Nominal Glass Annealed /Annealed UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DDXS. TOP vENT HEIGHT GLASS TYPE 'I' GLASS 'TYPE '2' WIDTH HEIGHT EXL( +) INT.( -) EXT.( +) TNT.( -) 24° 100.0 161.9 100.0 210.0 30" 100.0 118.8 100.0 120.0 32' 98. (MAX.) 48. 100.0 111.9 100.0 120.0 38' 48" 100.0 101.5 100.0 120.0 42' (MAX.) 85.4 85.4 100.0 120.0 48' 108' 54° 76.2 78.2 100.0 120.0 54' (MAX.) 68.9 88.9 100.0 120.0 24' 100.0 142.4 100.0 210.0 30' 120' 80" 100.0 102.2 100.0 120.0 32' (MAX.) 94.9 94.9 100.0 120.0 36' (MAX.) 85.9 85.9 100.0 120.0 75.3 75.3 100.0 120.0 42' 100.0 120.0 .48' (MAX.) 68.6 88.6 100.0 120.0 24' 120' 100.0 120.0 100.0 120.0 30' (MAX.) 72' 90.7 90.7 100.0 120.0 32' 120' 80" 83.8 83.6 100.0 120.0 36" (MAX.) 713. 75.9 75.9 100.0 . 120.0 42' 120' 86.4 66.4 100.0 120.0 24' (MAX.) 84, 100.0 120.0 100.0 120.0 30' 100' 88' 81.7. 81.7 100.0 120.0 32" (MI) 77.7 77.7 100.0 120.0 38' 67.4 87.4 100.0 120.0 24' 100.0. 113.8 100.0 120.0 30' 77.1 77.1 100.0 120.0 32" 120, max) 72' 70.1 70.1 100.0 120.0 38" 80.3 60.3 100.0 120.0 24' 100.0 120.0 100.0 120.0 30' 120' 78" 71.2 71.2 100.0 120.0 32' (MA') 83.8 63.8 100.0 120.0 24' 120• 100.0 120.0 100.0 120.0 30' (MAX.) 84. 88.6 88.6 100.0 120.0 All volues shown are Design PSF (Pounds Glass Type "2" 5/16" Nominal Glass HS /HS per Square Foot) UNEQUAL LIT,TsS WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. TOP VENT HEIGHT GLASS TYPE '1' GLASS TYPE '2' WIDTH HEIGHT EX.( +). INr.( -) EXT.( +) 1NT.( -) 19 -1 /8" 100.0, 210.0 100.0 210.0 26 -1/2' 100.0 138.5 100.0 210.0 37" 98. (MAX.) 48. 99.3 99.3 100.0 120.0 53-1/8" 69.8 69.8 100.0 120.0 19 -1/8" 100.0 210.0 100.0 210.0 26 -1/2' 108' 54° 100.0 120.0 100.0 120.0 37' (MAX.) 83.6 83.8 100.0 120.0 19 -1 /8' 100.0 210.0 100.0 210.0 26 -1/2" 120' 80" 100.0 108.8 100.0 120.0 37. (MAX.) 73.7 73.7 100.0 120.0 19 -1/8" 100.0 210.0 100.0 210.0 26 -1/2" 120' 66' 99.5 99.5 100.0 120.0 37' (MAX.) 85.7 65.7 100.0 120.0 19 -1 /8" 120' 100.0 210.0 100.0 210.0 26 -1/2" (MAX.) 72' 93.9 93.9 100.0 120.0 19 -1/8" 100.0 100.0 120.0 100.0 120.0 28 -1/2" 120• (MAX.) 120. 713. 88.0 100.0 120.0 19 -1 /8' 120' 100.0 120.0 100.0 120.0 28 -1/2' (MAX.) 84, 799 79.6 100.0 120.0 NOTE: MASS CAPACTOES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA06- DEC -219 Supplemental Test Results for Air Infiltrotion - Water Leakage Resistance - Forced Entry Test Type and Method . Results Air Infiltration Test (ASTM -E283) ® 1.57 psf pressure differential IP 6.24 psf pressure differential PASSED ( .044 C.F. / Min / Sq Ft ) PASSED ( .076 C.F. / Min / Sq Ft ) Water Leakage Test (ASTM -E331) without waterbar adaptor with waterbor adaptor No leakage allowed PASSED ® 12.0 PSF PASSED 0 15.0 PSF ' Forced Entry Resistance test (ASTM F588 & Grade 10) PASSED This Lite must be than Equal n the T s op Lite ite width VALUES FOR EXTERIOR LOADS( +) SHOWN ARE FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR( +) LOApionciVA aseamplyhmsthltse asidlogesto AcrastassaNs Esp6ruttea We Top Vent Unequal Lite Window o g 011 -. 85 '0 a 9 a I I drawing no. W05 -04 (sheet 4 0,10 (sheet 4A of 10) GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5 -DEC -219 UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 10P ANT HEIGHT GLASS TYPE '3' GLASS TYPE '3A' GLASS TYPE '4' GLASS TYPE '46' WIDTH HEIGHT EXL( +) INT.( -) EXT.( +) 1Nr.( -) EXr.( +) INL( -) Exr.(+) 1Nr.( -) 24" 30' 32' 38' 42' 48" 54' 913" () 48 100.0 210.0 100.0 210.0 100 .0. 210.0 100.0 172A 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 118.9 100.0 120.0 100.0 120.0. 100.0 120.0 100.0 107.8 100.0 120.0 100.0 120.0 100.0 120.0 90.8 90.8 100.0 120.0. 100.0 120.0 100.0 120.0 80.9 80.9 100.0 120.0 100.0 112.8 100.0 120.0 73.2 73.2 24' 30" 32' 38' 42' are (1M�f.) 88.8 100.0 210.0 100.0 210.0 100.0 210.0 100.0 151.2 100.0 120.0 100.0 120.0 100.0 120.0 100.0 108.8 100.0 120.0 100.0 120.0 100.0 120.0 100.0 100.8 100.0 120,0 100.0 120.0 100.0 120.0 91.2 91.2 100.0 120.0 100.0 120.0 100.0 120.0 80.0 80.0 100.0 120.0 100.0 112.2 100.0 120.0 72.9 72.9 24" 30' _ 32' 39' 42' 120' (MAX.) 80' 100.0 120,0 100.0 120.0 100.0 120.0 100.0 120.0 98.4 100.0 120.0 100.0 120.0 100.0 120.0 98.4 100.0 120.0 100.0 120.0 100.0 120.0 88.8 88.8 100.0 120.0 100.0 120.0 100.0 120.0 80.8 80.8 100.0 120.0 100.0 114.1 100.0 120.0 70.8 70.6 24' 30' 32' 38' 128' (MAX.) 88' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 813.8 88.8 100.0 120.0 100.0 120.0 100.0 120.0 82.8 82.8 100.0 120.0 100.0 120.0 100.0 120.0 71.8 71.6 24' 30' 32' ' 38' I2; (MAX,) 72• 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 81.9 81.9 100.0 120.0 100.0 120.0 100.0 120.0 74.5 74.5 100.0 120.0 100.0 120.0 100.0 115.2 04.0 84.0 24' 30' 32' 120• (NIA') 78' 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 75.6 75.8 100.0 120.0 100.0 120.0 100.0 120.0 67.8 87.8 24' 30' 1 120• (MAX) &I" 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 70.7 70.7 j 3/16" HS .075 Vanceva Storm or .090 Sentryglass Plus or .100 Saflex HP 3/16" HS Glass Type "3" 3/8" Air Space 1/8" HS Silicone GE -1200 GE -2000 DOW -995 1/8" HS .075 Vanceva Storm or .090 Sentryglass Plus or .100 Saflex HP gibe 1/8" HS IeI, Glass Type "4" Silicone GE -1200 GE -2000 DOW -995 3/16" AN .075 Vanceva Storm or .090 Sentryglass Plus or .100 Saflex HP 3/16" ANN Glass Type "3A" 3/8" Air Space 1/8" ANN UNEQUAL LITES WINDOWS (ORIEL) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. Top VENT HEIGHT GLASS TYPE '3' GLASS TYPE '9A' GLASS TYPE '4' GLASS TYPE '4A WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) ANT.( -) Exr.( +) ANT.( -) 19 -1/8" 28 -1/2' 37" 53 -1/8' 98' ( ) 48' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 ' 100.0 210.0 100.0 210.0 100.0 147.1 100.0 120.0 100.0 120.0 100.0 120.0 100.0 105.5 100.0 120.0 100.0 114.4 100.0 120.0 74.2 742 19 -1/8' 26 -1/2• 37" 108' (MAX.) 54' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210,0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0. 120.0 88.8 88.8 19 -1/8• 28 •1/2• 37' 120" (MAX) 00" 100.0 210.0 100.0 2042 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 100.0 115.4 100.0 120.0 100.0 120.0. 100.0 120.0 78.3 78.3 19 -1/8" 37" 120' (MAX) 88" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0. 100.0 120.0 100.0 120.0 100.0 105.7 103.0 120.0 100.0 120.0 100.0 120.0 89.8 89.8 19 -1/8' 25 -1/2" (1MAx.) 72• 100.0 210.0 100.0 210.0 100.0 210.0 100.0 210.0 100.0 120.0 100.0 120.0 100.0 120.0 99.8 99.8 19 -1/8' 28 -1/2' 120' (MAX) 78' 100.0 210.0 100.0 210.0 100.0 210.0 100.0 203.3 100.0 120.0 100.0 120.0 100.0 120.0 93.5 93.5 19 -1/8' 26 -1/2" (MAX.) AX 84" 100.0 210.0 100.0 210.0 100.0 210.0 100.0 183.5 100.0 120.0 100.0 120.0 100.0 120.0 84.9 84.8. Silicone GE -1200 GE -2000 DOW -995 1/8" ANN .075 Vanceva Storm or .090 Sentryglass Plus or .100 Saflex HP ONO1/8" ANN f� 1�1' Glass Type "4A" Silicone GE -1200 GE -2000 DOW -995 width _f 0' 6 s This Lite must be Equal to or smaller than the Top Lite Top Vent N Unequal Lite Window PRODUCT REAMED PRODUCT MGM oEOe'p ' tke Rath is uwvplyYg with tdMoak > C SALMIngCode Aoceptenza No EspInMIo0 0810 0' it...1 praftet D. 35 Z m . 0�, v Gip m mil0 4 ,40. .11§2_ 4.4th, mio m ZJ All values shown are Design PSF (Pounds per Square Foot) VALUES FOR EXTERIOR LOADS( +) SHOWN ARE ' FOR SILL WITH WATERBAR ADAPTER FOR WINDOWS WITHOUT WATERBAR ADAPTER LIMIT EXTERIOR(+) LOADS TO 80.0 PSF DEC 0 9 2008 3 drawing no. W05 -04 Installation Type "A" w/ 1 x 4 Beveled P.T. Wood Buck 1/4" Dia. Flat Head Tap —Con Screws (or equal) Buck bed in sealant (typ) Sealant (tyP) h11611177--- 4k\umus Amur e e 4 d J6&JT 1 1/4" Min. °AD 3 1/2° 1/4" • 0. Min. 2 3/4° 1 x 4 Beveled 111 P.T. Wood Buck (typ.) Sealant Optional Pre —Cast Sill Optional Non — beveled Wood Buck (dotted) IMPORTANT NOTE: Wood Bucks must sustain loads imposed by glazing system and transfer them to the building structure. TYPICAL ANCHORS; SEE ELEV. FOR SPACING ,1,/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) 1/4" DIA. HILTI KWIK —CON a (Fum18.7 K5I, Fy=157 1(51) 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 DIRECTLY INTO CONC. OR MASONRY 1 -3/8° MIN. EMBED INTO CONC. OR MASONRY 1/4° DIA. SELF DRIWNG SCREWS (GRADE 2 CRS) 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) #14 SMS OR SELF DRILLING SCREWS INTO MIAMI —DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090°) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE }'o = 3000 PSI MIN. MASONRY I'm = 1500 PSI MIN. Values for Installation Type "A" apply to the following installation types, with maximum shim space 1/4 ": 1- Using 1by P.T. wood bucks, min. 5 /8° thick, - 2— Directly into masonry, without the use of wood bucks. 3— Directly into a steel or aluminum structure min. 1/8" thick and using #14 Teks or SMS. Structure must be designed by others to sustain the loads imposed by the window. PRODUCT Da,cr�¢t c as ^Sfi8S2 N4 #1. ■ *5 tvvvvrt; ve9.e 0. 1;, , .. oOak If,)l -LX /J0 5 x'1/444 CP4 r,V .$'J e a• Eng,: oR. tiUMA4OUN hAaod4 FIA PE i 15357 CA.N; DEC 0 3 ZOOS V.' m M1 Rrn v $ 44 c I drawing no. W05 -04 (sheet 5 0110) 1 AL- FAROOQ CORPORATION ENGINEERS at PRODUCT DEVELOPMENT 3235 S.W. 87 AVE MIAMI. FLORIDA 331.74 TEL. (308) 2234-81A0 FAX (395) 282 -6978 -- - -.. COMP- ANL \W0O Installation Type "B" Installation Type "C" w/ 2 x 4 Beveled P.T. Wood Buck based on wood penetration only using 1 x 4 or 2 x 4 wood bucks ° " 4 Buck bed in °p p. ° °..5 Buck bed in I • s t r u c t u r e i / / .' sealant (typ) ^ °. 0.. wood sealant (typ) ./ Sia Sealant 1/4" dia. Flat head tap con screws (or equal) 1 -3/8" min. Wood embed %� Head Sheet Metal Screws or 1/4" Dia. Tap -Con Fasteners � I H 1 ��j :c N v P7aora1CtRF.7YEWPD Sealant () —�� 61, _ v. x E ALUMINUM SINGLE HUNG WINDOW (LM.I.) Jfl CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL (309) 993 -6590 FAX (305) 593 -8592 d ` < 4 . .3:4 a ° < O i E ^d. 3 1/2° " *1U \1 \ \Ul11 1 x 4 & 2 x 4 P.T. - - �} \ Wood Buck (typ) See Installation i � ��re A1\1 \\\l\\\Y;\U\1\\1i1,(I IJLI — Min. -r-�^ Types "A" & "B" a8aee� RIMS r it ��ri' \1 \\�\��IIINI for 1 x 4 ,Sc 2 x 4 7:1: Pi. • , P.T. Wood Buck Styles en '/11.4!! �. — i � 09w9nce IMPORTANT NOTE: 2 3/4" I Wood Bucks must sustai system and tansferiazing them to the building , UPDATED FOR 2007 MC REV. PER 9CIA COMMIS B 2 x 4 Beveled P.T. Wood Buck (typ.) 0 & 0 .J structure. JB & CD PIKMUCI R M, as soinV.;tu'i ?Mb Optional Non- beveld dot ee uck ( } 1 3/8" Min. fit. ' Seala nt Total Wood Penetration S �El Optiona Non - beSealant Wood B (dotted) .0 c t q g g^ _l� �(/ _crrf c I ' �� .�6•` 4 a$ § ice MN. —e % �` En9r ORH NA t FM000 STRUCIURES ` DEC 0 3 ZO08 .. ' °� " „ t. v • // / �/ /� // wood structure drawing no. W05 -04 " " Optional Pre -Cast Sill (sheet 6 of1O) (sheet 7 of10) ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. N0. OF ANCHORS STANDARD HOLE PATTERN WIDTH HEIGHT AT JAMB EXT.( +) & INT.( -) 24" 210.0 30' 210.0 32' 26" 4 210.0 36' 46" 4 210.0 42" 210.0 48" 38 -3/8" 4 205.2 54" 171.9 24" 210.0 30" 210.0 32" X5 /8" 4 210.0 38" 60" 4 199.5 42" 178.5 48" 161.5 54" 63" 4 147.5 24" 210.0 30" 210.0 32" • 210.0 36' 72" 6 210.0 42" 72" 210.0 48" 169.6 54" 138.8 24" 78" _ 6 210.0 30" 210.0 32' 210.0 36' 84" 6 192.7 42" 173.1 48" 158.0 54" 129.8 24" 210.0 30" 188.4 32" 178.9 38" - 98" 8 183.1 42" 145.4 48" 132.5 54" 122.3 24" 210.0 30" 210.0 32' 108" 8 207.4 36" 188.4 42" 187.1 48" 151.4 24" 210.0 30" 193.8 32" 120' 6 183.5 36" 168.3 42" 146.6 ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. N0. OF ANCHORS STANDARD HOLE PATTERN WIDTH HEIGHT AT JAMB EXT.(+) & NT.(-) 19 -1/8" 210.0 26 -1/2" 210.0 37' 26" 4 210.0 53 -1/8" 210.0 19 -1 /8" 210.0 26 -1/2" 38 -3/8" 4 210.0 37" 210.0 53 -1/8' 208.5 19 -1/B" 210.0 26 -1 /z' X5 /8" 4 210.0 37' 210.0 83 -1/8" 170.0 19 -1/8" 210.0 26 -1 /2• 63" 4 210.0 37" 183.7 53 -1/6" 140.7 19 -1/8" 210.0 2e -1 /2• 6 210.0 37" 72" 210.0 53 -1/8" 140.7 19 -1/8" 210.0 26 -1/2" 78" _ 6 210.0 37" _ 206.0 53 -1/8' 136.7 Installation Screws CGI Standard Hole Pattern LOADS APPLY TO INSTALLATION TYPES A, B Sc C AND INTO ALUMINUM BUCKS FOR ALUMINUM BUCK INSTALLATION SEE SHEETS 9 AND 10. Refer to sheets 5 & 6 of 10 for description of installation types A - B - C Engn OR. HUMAYO154 FAR000 FLA. T 165.7 CAN. 3538 DEC 0 3 2008 PRODUCT RENEWED as oroOyhmatiestbe FIAIHF nC.ter.-20."wde A^x .nn1.13 3:i145E nu: Pu..Ji.LT REvis ED =AlpW %urk7a YFaFIm4rr ,,,,.F 64sta !~7 %t>Cyi ., U, 0. B ALUMINUM SINGLE HUNG WINDOW (L.M.I.) gm O' x 8 o-� drawing no. W05 -04 • Vertical Mullion Performance Tributary Width - Wt + W2 2 For Window Performance, refer to sheets 3 or 4 Multiple Opening (2 or more windows) w/ 1 screw on each side of mullion Standard Installation 1" x 4° x 1/8" thk. Aluminum Tube Mullion (unclipped at ends) (Mull length = Wdw Height - 1") #14 x 3/4" FH Teks or SMS Sealant (tYP) on Sc rows Y i 6 "max tyP YYG Instailati / // (tYP) 1 E �m t I� E LJIHIL .._....... Multiple Opening (2 or more windows) w/ 1 screw on each side of mullion Standard Installation 1" x 4° x 1/8" thk. Aluminum Tube Mullion (unclipped at ends) (Mull length = Wdw Height - 1") #14 x 3/4" FH Teks or SMS Sealant (tYP) on Sc rows r„ 3" nL _ IN El �m t I� LJLJ. Q Multiple Opening (2 or more windows) w/ 2 or 3 screws on each side of mullion High Load Installation (" = additional holes to be drilled by installer) MULLION DESIGN WAD CAPACITY - PEP WINDOW DIALS. WIDTH ROOM ONE ANCHOR HACH KW EIa.( +) & INL( -) TWO ANCHORS EACH SIDE MH Sealan (tYP) Horizontal Mullion Performance For Window Performance, refer to sheets 3 or 4 Sedan #14 x 1" FH Teks or SMS 54" maximum width 1" x 4° x 1/8" thk. Aluminum Tube Mullion (unclipped at ends (Mull length = Wdw Width - 1 ") N E 2 Exr.( +) & M:( -) THREE ANCHORS EACH SIDE Off.( +) & INT.( -) E%I'.( +) • tkr.( -) MULLION DESIGN LOAD CAPACITY - PHP WINDOW DIMS. ONE ANCHOR HACH SIDE TWO ANCHORS EACH SIDE THESE ANCHORS EACH SIDE 24' 30" 32" 38" 42' 48' 54' 150.0 210.0 210.0 24" 30' 32' 38' 42" 48' MULLION DESIGN LOAD CAPACITY - PSP ONE ANCHOR TWO ANCHORS THREE ANCHORS WINDOW DIME. EACH 81DR EACH 81013 EACH 8518 NOWIr 84.3 Exr.( +) • Wr.( -) 128.8 txc( +) & 1Nr.( -) WIDTH HEIGHT EXT.( +) & INT.( -) ECL( +) & EM.( +) & INL.( -) 130.9 210.0 210.0 128.8 210.0 210.0 120.0 210.0 210.0 1143 210.0 210.0 112.5 210.0 210.0 112.5 210.0 210.0 24' 30' 32" 38" 42" 48' 84' 80" 112.5 210.0 210.0 98.0 192.0 210.0 82.0 184.1 210.0 95.7 171.4 210.0 79.1 158.2 210.0 75.0 72.7 150.0 1453 210.0 210.0 24" 3o" 32' 38" 42" 48' 88 140.7 53 -1/8' 28" 210.0 210.0 210.0 53.3 108.7 114.1 50.8 101.2 107.8 48.2 92.3 89.8 41.1 82.3 843 19 -1/8" 28 -1/2" 3r 53 -1 /8" 38 -3/e" 210.0 210.0 210.0 184.8 210.0 210.0 178.2 210.0 210.0 178.0 210.0 210.0 37.5 75.0 78.1 343 69.8 69.8 108` 583 483 79.5 79.5 19 -1/8" 28 -1/2" 3r 53 -1/9' 80 -5/8" 185.0 210.0 210.0 1309 210.0 210.0 I ID J CS ID ID ra 109.0 210.0 210.0 101.1 202.3 210.0 44.0 74.9 74.9 40.0 87.2 87.2 359 583 58.5 32.1 52.2 523 19 -1/8" 28 -1/2' 37' 53 -1/8" 83' 125.8 210.0 2109 98.3 198.8 210.0 79.7 157.4 210.0 87.0 1338 200.9 24' 30' 32" 36" 42" 49' 64" 72 909 180.0 210.0 759 151.8 210.0 72.3 144.8 210,0 88.7 133.3 200.0 24' 30' 32' 38' 42' 120' 50.0 71.4 71.4 41.1 579 579 30.9 543 54.2 35.3 483 19 -1/8" 28 -1/2" 3r 53 -1/8" 72' 108.5 210.0 210.0 83.2 188.5 210.0 853 130.9 198.4 53.7 107.4 161.1 312 42.2 42.2 803 1219 181.5 58.3 1123 168.8 53.3 108.7 108.0 24" 30" 32" 136- 42' 48" 54' 84 75A 150.0 210.0 82.6 125.2 172.5 59.6 118.1 182.9 54.5 109.1 147.1 49.0 99.0 129.7 45.0 90.0 117.4 42.1 84.2 108.4 PRODUCT RENEWED 9009 with The Mo&e i SolringCsed ACTA:U.7,W No 19 -1/8' 28 -1/2" 37" 53 -1/8' 76" 102.0 204.0 210.0 77.9 155.9 210.0 809 121.8 1827 493 98.7 148.0 5 o' m as q a s I drawing no. W05 -04 (sheet 8 of 10 ) • A PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS EXT.(+) & PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS EXT.( +) & VDIDOA DINS. ANCHOR SPACING INTO CONC./100D ANCHOR SPACING INTO HOLLOW LOCK WINDOW DIMS. ANCHOR SPACINGS INTO CONC./000D ANCHOR SPACING INTO HOLUOM BLOCK WIDTH HEIGHT 18" 0.0. 9" 0.0. 19° 0.0. 8" 0.C. WIDTH HEIGHT, 16" 0.c. 6" 0.C. 16" O.C. 8" 0.0. 24" 30" 32" 36` 42° 48° 54° 48" 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 178.7 155.9 150.8 142.9 210.0 210.0 210.0 210.0 19 -1/8" 28 -1/2" 37° 03 -1/8° 26" 210.0 210.0 210.0 210.0. 210.0 210.0 210.0 210.0 210.0 210.0 185.5 210.0 210.0 210.0 148.0 210.0 24° 30° 32" 36" 42° 48" 54° 24" 30° 32° 38" 42° 48" 54" 80° 205.7 205.7 168.0 210.0 210.0 210.0 210.0 210.0 131.3 131.3 107.2 134.0 204.2 201.0 187.8 210.0 18 -1/8" 28 -1/2° 37° 83 -1/8" 38 -3/8" 210.0 210.0 210.0 210.0 210.0 210.0 173.9 210.0 210.0 210.0 157.4 210.0 185.8 210.0 118.5 207.4 179.2 171.8 180.0 147.7 210.0 210.0 210.0 210.0 114.3 109.8 102.1 94.2 200.1 191.9 178.7 184.9 19 -1/8" 28 -1/2" 37" 53 -1/8" 50 -5/8" 210.0 210.0 196.8 210.0 210.0 210.0 155.9 210.0 203.5 210.0 129.9 184.8 171.8 210.0 109.8 180.7 72° 140.0 135.8 210.0 178.8 210.0 210.0 210.0 210.0 89.3 88.8 134.0 112.8 156.3 151.8 210.0 203.1 19 -1/8° 28 -1/2 37° 53 -1/8° 63" 210.0 210.0 186.8 210.0 210.0 210.0 148.4 210.0 183.7 210.0 117.2 187.5 156.2 210.0 99.7 159.5 168.8 155.8 141.2 131.3 210.0 210.0 210.0 210.0 107.7 993 90.1 83.8 193.8 178.7 1622 150.8 19 -1/8° 28 -1/2" 37° 53 -1/8" 124.4 210.0 79.4 142.9 18 -1/8° 24° 30" 32" 38° 42° 48° 54° 84" 210.0 175.3 188.8 210.0 210.0 210.0 134.0 1119 108.4 210.0 188.4 177.4 28 -1/2° Jr 53 -1/8" 152.7 210.0 97.5 182.4 137.1 210.0 87.5 145.9 128.0 210.0 80.4 134.0 117.9 198.5 75.2 125.4 24° 30° 32" 38° 42" 48° 54° 98° 210.0 210.0 134.0 210.0 174.2 210.0 111.2 180.8 185.4 210.0 105.5 180.9 150.8 210.0 98.2 1849 134.4 210.0 85.8 147. 122.5 210.0 78.2 134.0 113.8 194.8 72.8 124.3 24° 30" 32° 38° 42" 48° 108" 183.8 210.0 117.3 210.0 151.7 210.0 98.8 179.8 143.8 210. 91.8 170.4 130.7 210.0 83.4 154.8 115.9 210.0 73.9 137.3 105.0 195.0 87.0 124.4 24° 30° 32° 38° 42" 120" 18&7 210.0 119.1 210.0 153.8 210.0 98. 183.8 145.4 210.0 92.8 173.9 131.8 210.0 84.1 157.8 118.4 210.0 74. 139.2 210.0 210.0 161.8 210.0 72" 78" 194.2 152.8 125.3 210.0 181.9 142.1 115.1 210.0 210.0 210.0 210.0 210.0 210.0 207.3 123.9 97.5 799 151.9 116.0 90.7 73.5 210.0 173.5 143.9 210.0 208.9 163.3 132.2 ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 9 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. r- yJ PRODUCYRENEWED 49 camIS*HwDD*a ltd %M8c3 Cede AvmstamtNG Ez..y'et i-,s1 lOAOA $14 BIAS AT 8" FROM ENDS AND 24 °. O.C. MAX. #14 SMS AT 8" FROM ENDS AND 24° O.C. MAX SILLS CAN ALSO BE USED WITH OPTIONAL WATERBAR •1/4• DIA. ULTRACON OR 1/4° DIA KWIK -CON 8 1 -3/8° MIN. CONC. EMBED 1 -1/4° MIN. BLOCK EMBED AT 8" FROM ENDS AND 18° OR 8" O.C. MAX SEE CHART FOR CAPACITY EDGE DIST. ALUMINUM BUCK 8083-T8 :a u A 2HY WOOD BUCK OR WOOD STRUCTURES 1° MIN. IYPIC.AL INSTAL i ATION DEIA ON ALL FOUR SIDES /USING ALUMINUM BUCK SYSTEM 1/4° W1. ULTRACON OR 1/4° DIA. KW1K -CON 8 1 -1/2° MIN. EMBED AT 8" FROM ENDS AND 18° OR 8" O.C. MAX. SEE CHART FOR CAPACITY Engr•. DR.' HU ] VG FAR000 SCR 5338 97 FRODUCT RLV15020 , 99comptylag with Oro Fl a 0.14 NO ERIe DEC 0 g' 2008 O gn a b Fi 2 B A J 8 drawing no. W05 -04 (sheet 9 oft° PERFORMANCE VALUES ...• . • OF ALUMINUM HUCK INSTALLATION ANCHORS EXT.( +) m INT.( -) WINDOW DIMS. .6208084 INTO HOLUDW,610C8 8208069 INTO 0060./4000 W 0TH. HEIGHT CLUSTER - OF H CL1194'ER OF 4 CASTER OF 6 CLUSTER OF 8 CLUSTER • OF 8 CLUSTER OF 4 CLUSTER OF 9 CLUSTER OF 8 24` 30' 32' 36' 42' 48' 84" 48' 88.3 178.7 210.0 210.0 140.0 210.0' 210.0 210.0 78.0 165.9 210.0 210.0 122.2 210.0 210.0 210.0 75.4 150.8 210.0 210.0 118.1 210.0 210.0 210.0 71.8 142.9 210.0 210.0 112.0 . 210.0 210.0 210.0 88.1 138.1 204,2 210.0 108.7 210.0 210.0 210.0 87.0 134.0 201.0 210.0 105.0 210.0 210.0 210.0 - 87.0 134.0 201.0 210.0. 105.0 210.0 210.0 210.0 24' 30" 32' 38' 42' 48" 84' 80" 87.0 • 134.0 201.0 210.0 105.0 210.0 210.0 210.0 572, 114.3 171.5 210.0 89.8 1792 210.0 210.0 54.8 109.6 184.5 210.0 85.9 - 171.8 210.0 210.0 51.0 102.1 153.1 204.2 80.0 180.0 210.0 210.0 47.1 94.2 141.4 188.5 73.8 147.7 210.0 210.0 44.7 89.3 134.0 1783 • 70.0 140.0. 210.0 210.0 43.3 88.8 129.9 • 173.3 87.9 1354 203.8 210.0 24' 30' 32 36" 42' 48' 54' 72' - • 53.8 : 107.2- 180.8 210.0 84.0 188.0 210.0 - 210.0 45.1 90.3' 135.4 1805 . 70.7 141'.8 210.0 210.0 43.1 - 88.1 129.2 172.3 - 87.5 135.0 - 202.5' 210.0 • 393' 79.4 119.1 158.8 82.2 124.4 188.7 210.0 38.0 72.1 108.1 144.1 585 112.9 189.4 210.0 33.5 87.0. 100.5 134.0 52.5 105.0 157.5 210.0 31.8 83.5 95.3 127.1 49.8 99.6 149.3 199,1 24' 30' 32' 36' 42' . 48' 54'' 84' 44.7 89.3 134.0 178.7 70.5 140.0 210.0 210.0 37.3 74.8 111.9 149.1 58.4 118.9 1783 210.0 355 709 108.4 141.9 55.6 111.2 1889 210.0 32.5 85.0 975 129.9 559 1019 152.7 203.8 29.2 588.3 875 118.7 45.7 • 91.4 137.1 1829 ' ' 28.8 53.6 80.4' 107,2 42.0. • 849 128.0. 186.0 25.1. 502 752 .. -100.3 313 78,6 117.9 157.2 . 24' 30' 32" 38' 42' 48' 54' 98' 38.4 • 78,8 114.9 153.1 60.0 120.0 180.0 210.0 314 835 95.3 .127,1 49.8 . 99.8 149.3 199.1 . 30.1 • 80.3 90,4 120.8 47.2 945 141.7 189.0 27.5 85, 82.5 108.6 43,1 882 129,2 172.3 24.5 49.0 735. 98.0 38.4 78, . 1152 183.8 22.3 • 44.7 87.0 89.3 35.0 -70,0' .105,... 14110 , 20.7 .41.4 92.1 829 32.5 84.9 97.4 129.9 24" 30' 32' 38' 42' 48' 33.5 87.0 100.5 134.0 52.5 105, 157.5 210.0 :27.7 88.3 83.0 110.7 43.4 88.7 130.1 173.4 108" 26.2 82.4 78.7 104.9 41.1 82.2 123.3 184.3 23.8 47.6 71.5 95.3 37.3 74.7 112.0 149.3 21.1 422 83.4 84.5 33.1 962 99.3 132.4 19.1 38.3 57.4 79.65 30.0 60.0 90.0 120.0 24' 30' 32" 36' 42' • 29.8 59.8. 89.3 119.1. 48.7 93.3 140.0 188.7 24.5 49.0 73.5 98.0 38.4 78.8 115.2 153.8 120" 23.2 48.4 8948 92.8 36.3 72.7 109.0 145.4 21.0 42.0 83.1 84.1 32.9 85.9 98.8 ,131.8 18.8 37.1 55,7 74.3 29,1 582 87.3 118.4 PERFORMANCE VALUES OF ALUMINUM BUCK - INSTALLATION ANCHORS EXT.( +) 8 INL(-) WINDOW DIMS. ANCHORS INT8 HOLLOW. RIM ANCHOER INTO CONC./1100D WIDTH HEIGHT CLUSTER OF 8 CLUSTER OF 4 . CLUSTER OF 8 CLUSTER OF 8 CLUSTER OF 8 CLUSTER OF 4 mama OF 8 CLUSTER OF 8 19 -1 /8' 28 -1/2' 37° 53-1/8" 26" 210.0 210.0 210.0 2 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210:0' 210.0 , 210.0 210.0 210.0 210.0 210.0 210.0 19-1/8' 28 -1/2' 37' 53 -1/8"' ' - 140.1 210.0 210, ' 210.0 210,0 - 210.0 210.0 210.0 115.9 210.0' - 210.0 210.0 181.7 210.0 210.0 210.0 105.0 209.9 210.0 210.0 184.5 210.0 210.0 210.0 104.8 2086 -210.0 210.0 164.3 210.0 210.0 210.0. 19 -1 /8' 28 -1/2' 37' 53 -1/9' 58. -5 /e' _ 98.3'. 196,8 210.0 210.0 154, 210.0 210.0 210.0 77,9 . 155,9 210.0 210.0 122.1 210.0 210.0 210.0 84.9 129.9 194.8 210.0 101.8 203.5 210.0 210.0 - 60.2 125.5 180.7 210.0 94.4 188.8 210.0 210, 19 -1/8 "- 28 -1/2" 37" 53- 1/8 ". 83' 79.0 151.0 210.0 210, 118.4 210.0 210, - 210.0 504 ' .117.1' 175,6. 210, 91.7 183.8 210.0 210. 48.9 - 93.8 140.8 187.8- 73.5 148.9 210.0 210.0 394 . 79.7 119.9. 159.5 82.5 125.0 187.5 210.0 19 -1/8" 28 -1 /2" 37' 53 -1/8' 64.6,'- 129.4 1939 - 210.0 101.3 202.8 210.0 210.0' 49.8. 992 ' 148.7 198.3 77.7 155.4 210.0 210.0 39.0 79.0 117, 158.0 81.1 122.2 183.3 210.0 32.0 64.0 95.9 1279 ' 50.1 100.2 150.3 200.4 19 -1/8' 26 -1/2' 37' 53 -1/8" 78' 80.7 121.5 182.2 210.0 95.2 190.4. 210.0 210.0 48.4 92.8 1392 185.7 72.7 145.5 210.0 210.0 38.3 72.8 108.8 145.1 58.9 113.7 170.8 210.0 29.4 58.8 88.2 117.6 48.1 92.1 138.2 184.2 PRE PUNCHED ANCHOR - HOLES - ORILLEO IN OFIELD 3' TP. - SPACING ANCHORS AT ALUMINUM BUCK FRAMING (AT MULLION ENDS) FOR WINDOW ANCHORING TO ALUMINUM BUCKS USE #14 SCREWS SPACED AS PER SHEETS 7 & 8. u 8 a S w OF 2, 4. 8 OR 8 ANCHORS (SEE CHARTS ABOVE), ALL OTHER BUCK ATM ORS AS PER SHEET 8. (CLUSTER OF 8 BEING SHOWN) NOTE: ALUMINUM BUCKS ARE SUPPLIED WITH CLUSTER OF 2 (1 SCREW HOLE PER SIDE) STANDARD. EXTRA HOLES MUST BE FIELD DRILLED IF REQUIRED. ANCHORS MIN EDGE DIST. 2 -1/2 IN. Engn C8 Hu mfOUN KA�00 F51 FtA j' 113957 uUUCT REVISER CAN, m,M as with do Merida / Eweisals C 0 3 2008 a 14 I I drawing no. W05 -04 (skeet 10 010 WEARNE JOHNSON AIA ARCHITECT 7740 S.W.104th STREET, SUITE 101 MIAMI, FLORIDA 33156 SHOP DRAWING DOCUMENT REVIEW X FURNISH AS SUBMITTED ❑ REVISE AND RESUBMIT ❑ REJECTED ❑ FURNISH AS CORRECTED Corrections or comments made on the .hop drawings during this review do not relieve contractor fr„ ni tom pfiance with requirements of the drawings and specifications This ..';eck is only for review of the general conformance with thy, res!ga concept of the project and general complimi 'with the inian, .:.:n ry;aen in the contract documents. The .�+ ihttaitor is responsiuir for: Confirming and correlating it ` quantities and dimensions, sele ing fabrication processefs grid techniques of construct -m :1; •c!or.iir ing his or her work thtth that of all other trades; and per `or 'ng ; ark in a safe and satisfactory manner. COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Construction Glass Industries 10100 N.W. 25 St. Miami FL., 33172 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.buildingcodeonline.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miamiatic Ct • ct t o 'Division and accepted by the Board of Rules and Appeals (BORA) to be used in 1 ' D d where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date s . below: " e ami-Dade County Product Control Division (In Miami Dade County) and/or the AM (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 ART may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BO ' es the right to revoke this acceptance, if it is determined b ,. ��• '� r� ` n�� ".,t this product or material fails to meet the requirements of This product is approved as described her with ��'da Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "450" Outswing Al •,'0. 711146 P , F r / rde - Impact APPROVAL DOCUMENT: Drawing No.W98 -01, titled "Series 450 Doors & Sidelites ", Q. gh 7.1 of 7.1, prepared by Al- Farooq Corporation, dated 10/02/98 and last revised on 11-08 - by Dr. Hnmayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal of Acceptance number and expiration date by the Miami -Dade County Product Contro MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name o following statement :. "Miami -Dade County Product Control Approved ", unless otherwise n RENEWAL of this NOA shall be considered after a renewal application has been filed and there change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, . advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official: This NOA revises & renews NOA # 03- 0422.02 and, consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 06-0127.02 Expiration Date: November 09, 2011 Approval Date: November 30, 2006 Page 1 !Iwo JOHNSON AA ARCHITECT 774C) IOIM STREET, SUITE 101 FDA 33155 SH P DRAWING DOCUMENT REvIEW FURNISH AS SUBMITTED REJECTED 0 RE'ISE AHD RESUBMIT 0 FURNISH AS CORRECTED Corrections OF comments made On the shop drawings during this review 11.3 not relieve contractor from con-tpliance with requirements af the rim. yimis and specifications. This check is only for review of get-i:,r.id conformance with the design concept of the project aiid oinoliance with the information given in the contract The contractor is responsible for Confirming and all ijiancities and dimensinos; selecting fabrication oro.r. s a itH:iniques of construction; coordin ing his or her vfltit that of alT other trades; and perform g I work in a 'sde and satisfactory manner. J.21. I( „, Construction Glass Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 03- 0422.02) Manufacturer's die drawings and sections. 2. Drawing No.W98 -01, titled "Series 450 Doors & Sidelites", sheets 1, 1.1 through 7.1 of 7.1, prepared by Al- Farooq Corporation, dated 10/02/98 and last revised on 11 -08 -2006, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 03- 0422.02) Original test conducted per FBC, PA 201, 202 &203 -94 now known as FBC, TAS 201,202 & 203 -94. 1. Test report on 1) Air Infiltration Test, per PA 202 -94 2) Uniform Static Air Pressure Test, Loading per PA 202 -94 3) Water Resistance Test, per PA 202 -94. 4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94 5) Large Missile Impact Test per SFBC and PA201 94 6) Cyclic Wind Pressure Loading per SFBC and PA203 -94 Along with manufacturer's parts and section drawing marked -up drawings of an aluminum In/out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL -97055 (0080 - 912 -97) dated 09/23/97 thru 02/27/98 for specimen #1, 2, 3, 4 tested per PA202 -94, specimen #4, 5A, 5B, 5C tested per PA20194 & PA203 -94, signed and sealed by Timothy S. Marshall, P.E. 2. Additional test report on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 2) Large Missile Impact Test per SFBC, PA201 -94 3) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out swing door w /sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HTL- 01071 (0080-0402-02) dated 04/01/20028 tested per PA201 -94 & PA203 -94, signed and sealed by Vinu Abraham, P.E. C. CALCULATIONS 1. Anchor verification dated 12- 21 -05and last revised on 11/06/06, prepared by Al- Farroq Corp., complying w/ FBC 2004 prepared, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies with ASTME- 1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code. Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03- 0827.08 issued to Saluda, Inc. for "Solutia Interlayers ", expiring on 03/04/09. F. STATEMENTS (transferred from file# 02- 0702.01). 1. Statement letter of conformance and no financial interest, dated 12- 21 -05, signed by Dr. Humayoun Farooq, P.E. 2. Letter of lab compliance, part of the above test reports. G. OTHER 1. This NOA revises & renews # 03- 0422.02, expiring 11 -09-0( k 5� I. /IA,ta4 Ishaq L Chanda, P.E. Product Control Examiner NOA No. 06-0127.02 Expiration Date: November 09, 2011 Approval Date: November 30, 2006 E -1 TYPICAL ELEVATIONS STEPS TO USE CHARTS /GRAPI -18 SEE SWEETS 6 4 1. 6 7/8' 74 -1/2' • FRAME WIDTH 11 1/4' AL OPG. D.L. OPG. WIDTH WIDTH R. 6 7/8' R. MULTIPLE SIDELITES AVAILABLE TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 67 FROM CORNERS MAX. SPACING 24' O.C. AT HEAD & SILL PANEL WIDTH D.L. TIPG. WIDTH 24' 12 -7/2' 30' 18 -7/8' 36' 24 7/8' 42' 30 -7/8' PANEL HEIGHT D.L. OPD. HEIGHT 80' 66 -1/2' 84' 70 -1/2' 90' 76 -1/2' 96' 82 -1/2' 108' 94 -1/2' FRAME HEIGHT PANEL HEIGHT + 1.750' FRAME WIDTH m PANEL WIDTH + 2.750' revisions: A 1101.0 B 11.402 C OB0B.07 O 12. 4.04 E 10.1000 Engn DN. HUMbAYOUN FAR000 SREUCTJRES FEa PE.# 16007 NOV 002 Mosuctimuswie atrqiimarc20)2, // IEp LECIESQ -O - OIITSWING DOOR DETAIL I I _ ITEM pESCRIPTION lees sheet 2 of 1) 00E0 NEL PER ASBI E-1700 t 1887 0115 RUl'S 1804 OEY. MEL PAM ADDED so owweE DB9 8W 18 MACE DOS MEE REV. PER ECO 5816518 W98 -01 En L CO RPOFYAT! ON construction glass industries corporation 10100 northwest 25 street miO4 Honda 3.3172 DUI product r Series 450 OutewIng Doors t Sideiites / . . data 1 I0 -20 -97 I sheet 1 of 1 MULTIPLE SIDELITES AVAILABLE TYPICAL ANCHORS SPACED AS SHOWN IN DETAILS AND CHARTS. ANCHORS TO BE AT 67 FROM CORNERS MAX. SPACING 24' O.C. AT HEAD & SILL PANEL WIDTH D.L. TIPG. WIDTH 24' 12 -7/2' 30' 18 -7/8' 36' 24 7/8' 42' 30 -7/8' PANEL HEIGHT D.L. OPD. HEIGHT 80' 66 -1/2' 84' 70 -1/2' 90' 76 -1/2' 96' 82 -1/2' 108' 94 -1/2' FRAME HEIGHT PANEL HEIGHT + 1.750' FRAME WIDTH m PANEL WIDTH + 2.750' revisions: A 1101.0 B 11.402 C OB0B.07 O 12. 4.04 E 10.1000 Engn DN. HUMbAYOUN FAR000 SREUCTJRES FEa PE.# 16007 NOV 002 Mosuctimuswie atrqiimarc20)2, // IEp LECIESQ -O - OIITSWING DOOR DETAIL I I _ ITEM pESCRIPTION lees sheet 2 of 1) 00E0 NEL PER ASBI E-1700 t 1887 0115 RUl'S 1804 OEY. MEL PAM ADDED so owweE DB9 8W 18 MACE DOS MEE REV. PER ECO 5816518 W98 -01 En L CO RPOFYAT! ON construction glass industries corporation 10100 northwest 25 street miO4 Honda 3.3172 product r Series 450 OutewIng Doors t Sideiites ENGINEER . Al Farooq Corporation Dr. F-lumac9orm Farooq Structural -Ha. PE *16551 data 1 I0 -20 -97 I sheet 1 of 1 TYPICAL EL VATI®NS A TRUE HORIZONTAL MUNTIN (I OR MORE PER PANEL) S52 .777 .734 .744 OPTIONAL TRUE MUNTINS DOOR OR SIDELITE a, RESIDENTIAL HARDWARE COMMERCIAL HARDWARE GLASS TYPE 13A 3/18• H.S. MASS .080 PYR LAYER SAP= BY SOUIM 3/18' HS GLASS arier 1/8. OR 1/4• TEMP. GLASS GE -1200 50100tB GLASS TYPE 138 TYPICAL GLAZING DETAILS HINGE LOCATIONS MAX. DOOR HEIGHT NO. REGD. MAX: SPACING UPTO 90 -3/4' 3 35 I/2' ABOVE 90 -3/4' 4 30 1/2' HARDWARE DE SCRIPT ION 5191 MWOW AIR SPA 3/18' ANN. GLASS .100 PRO LATER SAPLEX BY SUM 3/18' AML GLASS GLASS TYPE 13C L o - OUTSWNG DOOR DETAIL II - ITEM DESCRIPTION (see sheet 2 of 1) W98 -01 Irak CORPORATION construction glass industries corporation 10100 northwest 25 street ndard, tlorida 33172 product : Series 4E0 Ouiwmtng Doors 4 Stdelttes ENGINEER : Al Farooq Corporation Dr. Ekmlayolar Faroo Structural -Fla. FE' 16551 date : I0 -20 -99 I sheet U of 1 BILL OF MATERIALS ITEM DESCRIPTION 2C 141 151 0 1 0 10 104 108 12 12 X 1 1/4" HEX HEAD 5/5 SMS (3 PER CONNECTION) 3/8 -16 FULLY THREADED CONTINUOUS ROD 3/8 -16 HEX NUT 1 1/2" X 1 1/2" X 3/16 "THK ALUMINUM PLATE SHEAR CLIP (EXT. NO. 506) DOUBLE 9/32" DIA. JAMB INSTLL. HOLES AT 6" FROM ENDS 4 24 3/16" O.C. MAX. 5/32" DIA. HEAD 4 SILL INSTLL. HOLES AT 6" FROM ENDS, 3 fa CENTER OF PAIRS SPACED 6" O.C. 4 24" O.C. MAX. 010 X 1" PH -PH -SS TEKS SCREW, 0 3" 4 1" FROM ENDS 4 24" O.G. MAX. 014 X 3/4 ", HEX HEAD S/S TEKS SCREW AT 6" PROM ENDS 4 24 3/16" O.G. MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTR4FA8 • 3032) .350 I- IIGHFOAM -T(TE WEATHERSEAL (AMESBURY • 32011) THREE POINT LOCK AT ACTIVE LEAF CUSTOM CGI THREE POINT LOCK MECHANISM WHICH CONSISTS OF (I) TITAN KWIKSET SERIES 180 DEADSOLT (OR EQUAL) (2) DEAD8OLT LATCH (TOP 4 BOTTOM) AND CUSTOM CGI INTERIOR LINKAGE MECHANISM REFLECTOLITE SERIES 6000 THREE POINT LOCK MECHANISM HAGER 4 1/2" X 4" SOLID BRASS (OR 5/6) HINGE SECURED WITH (8) '12 -24 X 1/2" BRASS F.H. M.S. (3 PER PANEL UP TO T -6 3/4" HIGH) (4 PER PANEL OVER T -6 3/4" TO 9' -0 3/4" HIGH) FLUSHBOLT AT TOP 4 BOTTOM OF INACTIVE LEAF (DELTA MODEL 5509) WITH REINFORCED TIP 13 14 115 I 161 1 18 1 IS 13A 13131 13C1 1/2" NOMINAL (.466 ACTUAL) ANNEALED LAMINATED GLASS (2 PCS.) 3/16" THK ANN. GLASS AND .090" SAFLEX INTERLAYER - 1/2" NOMINAL (A66 ACTUAL) HEAT STREN'D LAMINATED GLASS (2 PCS) 3/16" THK H.S. GLASS AND .090" SAFLEX INTERLAYER 1" NOMINAL (.566 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/8" TEMP. GLASS (OUTBOARD), 3/8" AIR SPACE AND (2 PCS) 3/16" TI-K. ANN. GLASS AND .090" SAFLEX INTERLAYER OR I" NOMINAL (.266 ACTUAL) INSUL. ANN. LAMINATED GLASS 1/4" TEMP. GLASS (OUTBOARD), 1/4" AIR SPACE AND (2 PCS.) 3/16" TI-K. ANN. GLASS AND .050" SAFLEX INTERLAYER GE -1200 SILICONE 3/4" X 1 1/4" X 3/4" X I/8 "THK CONTINUOUS ALUMINUM CHANNEL SECURED WITH INSTALLATION SCREWS ( SEE ITEM 5 ) 1/2" THK (nom) CUSTOM ALUMINUM PANEL CONSISTING OF (2) .020 THK ALUM. SHEETS 4 (I) 1/4" PLYWOOD AT CENTER 1/2" X 1/2" CONTINUOUS CLOSED CELL FOAM TAPE WITH ONE SIDE ADHESIVE PLASTIC WEEP BAFFLE 1/8" X 5" X I /8" THK CONTINUOUS ALUMINUM SILL ANGLE ADAPTOR EXT. EXTRUSION LIST 500, 501, 502, 506, 501, 508, 509, 510 4 511 ALL EXTRUSIONS ARE 6063 -T6. rorazigria tie nod' c- ot7i.ct2. abblow W98 -01 • CG► CORPORATION construction glass industries corporation 10100 northwest 25 street inland, Hodda 33172 product.: Series 450 Outswing Doors 4 Sldelltes ENGINEER , Al Farooq Corporation Pr. Huneycutt Farooq Structural -Fla. FE ' 165S1 date . 10 -20 -S1 I cheat 2 or 1 n 1/4° X 2 3/4° LONG TAFCON SCREW • 6° PROM ODDS AND 24° O.C. X 3 3/4" LONG..' \ /TAPCON SCR UJ SE= S1#E 6 IX4 PT WOOD TYPICAL TYPICAL —■ WW OPTIONAL . INSTALLATION MTO 2X4 PT WOOD 2X4 FT WOO Ti- TYPICAL OPTIONAL SQUARE GLAZING TYPICAL 012 SCREUIS 3/ END 1/4" • X 13/4" LONG TAFCON ecI EW • 6° FROM 011128 ANA 24° OZ. CINtEFA1ED1A1E A11G440 0) J TYPICAL JAMB 1/4° i X 3 3/4" LONG TAPCOV SCREW • 6' PROM END$ • AND 20" OZ. ME SHEET 6) — IX4 PT WOOD 509 5II 2A I TYPICAL PANEL A55EMBLY TYPICAL PANEL ASSEMBLY TYPICAL PANEL ASSEMBLY 504 1/4' "IAX. SHIM NJ�0 FRAME WIDTH INTERIOR 315 14 13 OR OUT SWING DOOR 16 505 12 TOP 4 BOTTOM NOTE: WOOD BUCKS NOT BY CGI MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM. NOTE: ALL ANCHOR CONDITIONS SHOWN ON 2 a SHEETS 3, 4 AND 5 MAY BE DIRECTLY TO MASONRY WITH 1/4" MAX. SHIM SPACE 513 WITHOUT VARIATION IN CAPACITY. as HUMAY0.4f FAR000 STRUCTURES F1A. PE $ 1 8957 DV 013 2DDb PIWLUC1'amino 6166elROd4 I -olz .d2 etikkot W98 —OT • Irn k CORPORATION Construction glass industries corporation 10100 northwest 25 street miomi, fbrida 33172 product : Series 450 Outeming Doors 15ldelltee ENGINEER : AI Parooq Corporation Or. Numayoun Parcel Structural -Fla. FE 016551 data : '10 -20 -91 sheet 3 of 1 MULLION 2.878 Less SMALL SIDELITE STILE (EXT. 503) AT SIDELITES I' -6" WIDE OR SMALLER IX4 PT WOOD DOOR FRAME WIDTH 4.812 EXTERIOR a SEALANT SIDELITE FRAME WIDTH THIS SILL IS NOT RATED FOR WATER. 4" WIDE SADDLE THRESHOLD 1/4" 4, X 13/4" LONG TAPCON SCREW 6" FROM ENDS 4 24" O.C. WegglS E. ISM SIDELITE FRAME WIDTH REFER TO SHEET 2 OF 1 FOR TYPICAL BILL OF MATERIALS i :11e. HJWRYOUN PROM S RUCIURES Fr.. PE it 18567 NOV 8 B 2Ut h num rom.soluvrikacium. blonde o� SIAa ,Ll aarc�c 1/4" 0 X 3 3/4° LONG TAPCON SCREW 0 6" FROM ENDS 4 20" O.G. AT INTERMEDIATE ANCHORS SEE. SHEET 6 W98 -01 mil. CORPORATION construction glass industries corporation 10100 northwest 25 street miami, florid(' 33172 product I Series 450 Outewing Poore 4 Sldelits* ENGINEER : Al Farooq Corporation Dr. Ntmlayoun Farooq Structural -R&M • 16551 • . date I 10 -20 -91 sheet 4 of 1 *10 X 1" PH -PH SMS SIS (2 PER © CLIP) MULLION 4012 4.812 SEALANT SIDELITE FRAME WIDTH SIDELITE FRAME WIDTH taancramewn t6tw�I Rods, e rice R4t.Le i m Diadem REFER TO SHEET 2 OF 1 FOR TYPICAL BILL OF MATERIALS W98 -01 • cab, CORPORATION gloss oss industries corporation 10100 northwest 25 street nsemi, florida 33172 product . Series 450 Outsmtng Doors I Sldaittes ENGINEER f Al Farooq Corporation Dr. tatmayo n Farooq Structural -Fla. FE •16551 data . 10-20-91 I sheet 6 of 1 PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDELITES AND MULLIONS LAMINATED GLASS PANEL PERFORMANCE CHART FOR DOORS, SINGLE SIDELITES AND MULLIONS INSULATED LAMINATED GLASS NOMINAL DIMS. OUT - SWING DESIGN LOAD CAPACTY -PSF PANEL WIDTH PANEL HEIGHT ANN. LAM. GLASS (TYPE ISA) B.S. LAM. GLASS (TYPE 13D) EXT. INT. EXT. INT. MULLION LOAD CAPACITY P8F NOMINAL DIMS. OUT - SWING DESIGN LOAD CAPACTY-PSF PANEL WIDTH PANEL HEIGHT INSUL. ANN. LAM. GLASS (TYPE 130) EXT. INT. 2/0 2/6 3/0 3/6 6/8 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100:0 100.0 110.0 110.0 87.1 87.1 100.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 2/0 2/6 3/0 3/6 7/0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 100.0 100.0 106.0 110.0 110.0 2/0 2/6 3/0 7/0 80.0 80.0 80.0 SILO 80.0 80.0 82.6 82.6 100.0 110.0 110.0 2/0 2/6 3/0 3/6 7/6 10110 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 110.0 2/0 2/6 3/0 7/6 80.0 80.0 80.0 80.0 80.0 80.0 100.0 luau 100.0 110.0 110.0 76.8 76.8 100.0 102.9 110.0 2/0 2/6 3/0 8/0 100.0 100.0 100.0 110.0 110.0 2/0 2/6-‘ 3/0 8/0 80.0 80.0 80.0 80.0 80.0 80.0 100.0 100.0 100.0 110.0 110.0 1000 100.0 100.0 110.0 110.0 2/0 2/6 3/0 9/0 100.0 _ 100.0 100.0 110.0 110.0 100.0 100.0 100.0 110.0 96.6 100.0 100.0 100.0 100.0 80.5 LOADS SHOWN ABOVE ARE FOR DOORS USING THRESHOLD WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD 03 IN ANY CONDMON. =AM NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) OIli6UJWG. f6ADDLE) LOADS SHOWN OVE ARE FOR DOORS. USING THRESHOLD WHERE WATER INFILTRATION REQUIREMENTS ARE NOT APPLICABLE AND FOR THRESHOLD (C) IN ANY CONDITION. gp� PANEL WIDTH THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2004 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF Fes,'. 3. SELECT A DOOR SYSTEM I.E. INSWING /OUTSWMG AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. 8. FOR MULLED SIDELTTE REFER TO MULLION CAPACITY. Emir: DR. HIRAAYOUN FAN000 STRUMURES FIA. PE # 18557 lluCr r- afts LaMftwilhitiorkqka renzikbat mo�tt " .v I ci mmgm Eglill r B I drawing no. W98 -01 sheet 6 of 7 ) r X ``'S `N\ ' / t % i' / i/ �`` ` `X X\ '` PANEL WIDTH PANEL WIDTH THESE CHARTS CAN BE USED TO CHECK CAPACITY FOR SINGLE OR DOUBLE LEAF DOORS. REFER TO TABLES ON SHEET 7 TO DETERMINE ANCHORS REQUIRED. STEPS TO USE CHARTS; 1. DETERMINE WIND LOAD BASED ON PROVISIONS OF 2004 FLORIDA BLDG. CODE. 2. DETERMINE WATER INFILTRATION REQUIREMENTS BASED ON PROVISIONS OF Fes,'. 3. SELECT A DOOR SYSTEM I.E. INSWING /OUTSWMG AND TYPE OF THRESHOLD. 4. CHECK THE ALLOWABLE EXTERIOR AND INTERIOR LOADS FROM APPROPRIATE CHART. THE ALLOWABLE LOADS MUST MEET OR EXCEED THE DESIGN LOADS REQUIREMENTS. 5. SELECT AND CHECK ANCHORS TO MEET LOAD. 8. FOR MULLED SIDELTTE REFER TO MULLION CAPACITY. Emir: DR. HIRAAYOUN FAN000 STRUMURES FIA. PE # 18557 lluCr r- afts LaMftwilhitiorkqka renzikbat mo�tt " .v I ci mmgm Eglill r B I drawing no. W98 -01 sheet 6 of 7 ) MAX I I I PANEL WIDTH 8110.E DOOR OR SIDELI1E DOUI3LE DOOR FOR SKIM AVG. PANEL WIDTH =DOOR PANEL + FIXED PANEL 2 MULLION ANCHORS AT BDIELITES MTG. STILE ANCHOR AT DOUBLE DOORS NOMINAL 111M8 DESIGN LOAD CAPACTY-PSF DIMS DEMON LOAD CAPACTY-58F TYPE ,S, TYPE .C' NOMINAL TYPE ,B, 'NPR 'C' PANEL VIDTH PANEL HEIGHT CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHOR CLOVER OF 6 ANCHORS CLUSTER OF 8 ANCHORS CLUSTER OF 4 ANCHORS PANEL WIDTH PANEL HEIGHT CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHOR CLUSTER OF -5 ANCHORS CLUSTER OF 2 ANCHORS CLUSTER OF 4 ANCHORS 2ro 2/6 3/0 3/6 6/B 88.2 1100 110.0 110.0 110.0 2/0 2/6 3/0 3/6 6/8 88.2 110.0 110.0 110.0 110.0 70.8 110.0 110.0 1003 110.0 70.8 110.0 110.0 100.3 110.0 588 110.0 110.0 83.6 110.0 5.8 110.0 110.0 83.8 110.0 50.4 100.8 110.0 71.7 110.0 50.4 100.8 110.0 . 71.7 110.0 2/0 2/6 3/0 3/6 7/0 84.0 110.0 110.0 110.0 110.0 2/0 2/6 3/0 3/6 7/0 84.0 110.0 110.0 110.0 1109 67.2 110.0 110.0 659 110.0 872 1109 110.0 655 110.0 569 110.0 110.0 76.8 1109 58.0 1100 110.0 769 110.0 48.0 08.0 1109 88.2 110.0 48.0 88.0 110.0 88.2 110.0 2/0 2/6 3/0 3/6 7/6 78.4 110.0 110.0 1100 110.0 2/0 2/6 3/0 3/6 7/6 78.4 110.0 110.0 110.0 1109 62.7 110.0 110.0 89.2 110.0 827 1100 110.0 89.2 110.0 52.3 1045 110.0 74.3 110.0 523 104.5 110.0 74.3 110.0 44.8 899 110.0 83.7 1109 44.8 89.8 110.0 63.7 110.0 2/0 2/6 3/0 8/0 73.5 110.0 110.0 104.8 110.0 2/0 2/6 3/0 8/0 73.5 110.0 510.0 104.5 110.0 569 110.0 110.0 83.6 110.0 58.8 110.0 510.0 83.0 110.0 49.0 80.0 110.0 88.7 110.0 49.0 98.0 , 110A 89.7 110.0 2/0 2/6 3/0 9/0 85.3 110. 110.0 920 - .110A 2/0 2/6 3/0 9/0 853 110.0 110.0 929 110.0 1 523 104.5 1100 74.3 110.0 52.3 1045 110.0 74.3 110.0 43.6 87.1 110.0 81.9 110.0 43.8 87.1 1085 619 110.0 ANCHORS; TYPE 'H'- 1/4° TAPCONS INTO WOOD STRUCTURES 1 -3/4° MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4° TAPCONS DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY STEPS TO USE CHARTS; 1. SELECT TYPE OF ANCHOR. 2. FOR SIZE OF UNITS DETERMINE ALLOWABLE LOAD CAPACITY. THIS LOAD CAPACITY MUST MEET OR EXCEED DESIGN WIND LOAD REQUIREMENT DETERMINE IN STEP 1 OF SHEET 8. EDGE DISTANCES INTO CONCRETE AND MASONRY = 2 -5/8° MIN. INTO WOOD STRUCTURE 1° MIN. Engn DR. 10014YOUN FAROW FLU. PE # 10257 14OY 0 8 2DD6 FiOSUCTWINCWILD •erwMteA01 sFtio is AetQlrr - i11Y991oA1 �I( 91 ettiM S Midas n U w 5W 0 S. drawing no. W98 -01 sheet 7 of 71 HEAD CORNER DETAIL CORNERS TO BE SEALED WITH LOW MODULUS SILICONE SILPRUF OR EQUIVALENT. PANEL CORNER DETAIL #12 SCREWS 2/ LEG / 2X2X1/4. ALUM ANGLE SILL CORNER DETAIL SILL CORNER DETAIL + trcr seta i ukil li1. 27•n2 ii Engr. DR. HUMAYOUN FAR004 STRUTURES FLA. PH # 1 8 0 8 a r-' I drawing . no. W98 -01 (sheet 7.1of 7 0 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) www.maimidade.gov/buildinacode CGI Windows & Doors 10100 NW 25 St. Miami, FL 33172 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 . ' -1 Control Division (In Miami Dade County) and/or the MU ( n the right to have this product or material tested for quality fails to perform in the accepted manner, the manufacturer wi may immediately revoke, modify, or suspend the use of sue I odu mat wt 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 238 Aluminum F' + ° L � leieE APPROVAL DOCUM NT: Drawing No. �V99 -10 r# `S es -238 .ie dow ", sheets 1 through 12 of 12, dated 02/19 /99 with revision F • : t • I : , u • 1 • • • ration, signed and sealed by Humayoun Farooq, P. E., b • i _ t e i:.� -.r .. .rB! :+ ' + , • •- - of Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Prodget 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 applicatio has been no change in the applicable building code negatively affecting the perfo c 'o K ro ue TERMINATION of this NOA will occur after the expiration date or ' " • e a b are ' ion or change in the materials, use, and/or manufacture of the product or process. Misu f N -A as < • endorsement of any product, for sales, advertising or any other purposes shall auto A. Failure to comply with any section of this NOA shall be cause for terminati ADVERTISEMENT: The NOA number preceded by the worisilau`Goy/ Florida, and followed by the expiration date may be displayed in advertising literature 4f" portio, uof f 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 and renews NOA # 08- 1010.01 and consists of this page 1 and evidence pages E -1, E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. County Product e County) reserve oduct or material g and the AHJ' NOA No. 08- 1114.06 Expiration Date: October 26, 2013 Approval Date: February 18, 2009 Page I DAVID D WEPRN :O; lNSON AIR RC ! ECTT 7740 SW 104th STREET, REET, SUITE 101 MIAMI, FLORIDA 33156 SHOP DRAWING DOCUMENT REVIEW FURNISH AS SUBMITTED ❑ REVISE AND RESUBMIT iJ ❑ REJECTED ❑ FURNISH AS CORRECTED Corrections or comments made on the shop drawings during this reviec<< do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of the R`' :era? com`wrrrance with the design concept of the project xarf ganaral cemppiiance with the information given in the contract Thf contractor is responsible for: Confirming and ty;r. ? ?:'.ls ;r all quantities and dimensions; selecting fabrication gsrrocessa:•. and -techniques of construction; coordi ting his or her work with that of all other trades; and perfor ' g all work in a sak and satisfactory manner. By: Alb y CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W99 -10, Sheets 1 through 12 of 12, titled "Series -238 Aluminum Fixed Window ", dated 02/19/99 with revision F dated 10/07/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report 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 5) Large Missile Impact Test, per TAS 201 -94. 6) Cyclic Wind Pressure Loading, per TAS 203 -94. along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No: HTL -0080- 0301 -07, dated 10/13/06 for specimens J, K, L, M, N & P and HTL- 0080 - 0905 -06, dated 10/13/06 for specimen H, signed and sealed by Vinu I. Abraham, P.E. 2. Test report 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 aluminum casement, project -out and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No: HTL- 0080 - 0301 -07, dated 09/21/07 for specimens A & G and HTL- 0080 -0905- 07, dated 10/12/06 for specimen B & C, signed and sealed by Vinu J. Abraham, P.E. 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -08 -2143 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 4. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum project -out window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -08 -2144 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -07 -4287 dated 07/17/08, si • and sealed by Candido F. Font, P.E. E -1 Manuel ' ■: P.E. Product Con '- i i er NOA No. ; : 1114.06 Expiration Date: October 26, 2013 Approval Date: February 18, 2009 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram Of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -07 -4298 dated 07/17/08, signed and sealed by Candido F. Font, P.E. 7. Test report on: 1) Air Infiltration Test, per SFBC PA 202 -94 2) Uniform Static Air Pressure Test, Loading per SFBC PA 202 -94. 3) Water Resistance Test, per SFBC PA 202 -94. along with installation diagram of CGI 238 alum. fixed window, prepared by Hurricane Testing Lab, Inc, Test Report No. HTL -0080- 1107 -98, dated Nov. 10, 1998, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) 8. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Testing Lab, Inc., Test Reports No. HTL- 0080 - 0203 -99 & HTL- 0080 - 0606 -99, dated 11/29/99 for specimen #1, 2, 3, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) 9. Test report on 1) Uniform Static Air Pressure Test, Loading per ASTM E330. along with installation diagram of a Series CGI 238 alum. fixed windows, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL- 0080 - 1127 -98, dated 11/10/98, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA# 06- 0928.03) 10. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram alum. fixed, casement and project -out windows, prepared by American Test Lab of South Florida Test Report No. ATL- 1209.01 -94, dated 2/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA# 06- 0928.03) (For Reference only). 11. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94 Along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab, Inc., Test Reports No. HTL- 0080 - 0303 -96, dated 03/06/96 for specimen #1, 2, 3 & 4 and FTL -1041 dated 10/14/94, signed and sealed. by Timothy S. Marshall, P.E. (Submitted under NOA# 06-0928.03) (For Reference only) (For reference only). (Submitted under previous NOA# 01- 1002.03) E -2 Manuel Per = Product Control Ex .` Tri er NOA No. 08- 1114.06 Expiration Date: October 26, 2013 Approval Date: February 18, 2009 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 08 /30/06, 11/29/07 and 11/06/08, all signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300- 02/04. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. 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 compliance w/ FBC -2004 and 2007 dated 10/01/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated 10/01/08, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 08- 1010.01, issued to CGI Windows & Doors for their Series 238 Aluminum Fixed Window — L.M.I., approved on 11/20/08 and expiring on 10/26/09. Manuel Pere Product Control E : ; r NOA No. 08-10 1.01 Expiration Date: October 26, 2009 Approval Date: February 18, 2009 E -3 GENERAL WINDOW SECTION$ FLANGE FRAME AT EACH ENO AND 18° 0.C. ON SHORTER SIDES 20° O.C. ON LONGER SIDES FOR GLASS TYPES REFER TO SHELLS 3 THRU 8 FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 2 SIELI STEP 4 STEP S DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEETS 9 & 10 SELECT ANCHOR OPTION WITH DESIGN EATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEETS 11 de 12 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE STDI LM. NOTES; THIS PRODUCT. HAS BEEN DESIGNED•AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDTITON 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 DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. v ° _� MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION (FLANGE FRAME) MAX. ANCHOR SPACING TO BE AS FOLLOWS 17° O.C. ON LONGER SIDES 18° O.C. ON SHORTER SIDES THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PR: !HSYIN€D mcel. - milhtheT1sr14 ■ i ZJ 0 8 Qt1 0 G 11 atei 8001 m 0 IL2 1 . 0 -10ro 4 1s U 4 11 4 N m N S 0. A zZ"' 30 R 0 5 0 a g 4 c Mag 411121111 1r (-1 i --1 drawing no. W99 -1o) sheet 1 of12 n II u II II �I II �� II II II II II II II II II II II II II I, FOR MULLION /MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 2 SIELI STEP 4 STEP S DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEETS 9 & 10 SELECT ANCHOR OPTION WITH DESIGN EATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEETS 11 de 12 TO DETERMINE CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE STDI LM. NOTES; THIS PRODUCT. HAS BEEN DESIGNED•AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDTITON 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 DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE LS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. v ° _� MATERIALS INCLUDING BUT NOT UNITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION (FLANGE FRAME) MAX. ANCHOR SPACING TO BE AS FOLLOWS 17° O.C. ON LONGER SIDES 18° O.C. ON SHORTER SIDES THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PR: !HSYIN€D mcel. - milhtheT1sr14 ■ i ZJ 0 8 Qt1 0 G 11 atei 8001 m 0 IL2 1 . 0 -10ro 4 1s U 4 11 4 N m N S 0. A zZ"' 30 R 0 5 0 a g 4 c Mag 411121111 1r (-1 i --1 drawing no. W99 -1o) sheet 1 of12 GENERAL WINDOW SECTIONS EQUAL LEG FRAME AT EACH END AND 18° O.C. ON SHORTER SIDES 20° O.C. ON LONGER SIDES VENT WIDTH WINDOW WIDTH EXTERIOR FOR GLASS TYPES, REFER TO SHEETS 3 THRU 6 5 F, Ww -1 1/2° O.L. OPG. TI 11 II II it II �F= II II II it K_. II II © 18° MAX. ITIQALELEYEILIN (EQUAL LEG FRAME) 8° MAX. TIP. HEAD /SILL CORNERS Lai 8 SURFACE APPLIED FALSE MUNTINS OPTIONAL MAX. ANCHOR SPACING TO BE AS FOLLOWS 17" O.C_ ON LONGER SIDES 18" O.C. ON SHORTER SIDES Ert9r. DR. �� FAROCO FIA PE 1 15557 CAN. 3539 PmoDOLi R&VIEEf acorn:t liTII8ItiDT1G11 fhL,451;;Cotis Axr.?k :rtov i>5a V ALUMINUM FIXED WINDOW w w V, C O zd FAX. (305) 593 -0592 C 0 a 0 a V T 3] O D C 8 1 drawing no. W99 -10.1 sheet 2 of 12 a ro4,u ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIP. CORNER KEY. .060 THICK ST. STEEL CORNER KEY .062 THICK ALUMINUM FLANGE FRAME VENT (5/16' LAM. GLASS) L757 1.875 L438 EQUAL LEG FRAME L624 VENT (INSUL LAM. GLASS) ITEM PART # QUANTITY DESCRIPTION MATERIAL MANE. /SUPPLIER /REMARKS 1 001 -373 4 FLANGE FRAME 8063 -T6 INOALEX OR EQUIV. to CGI -397 4 EQUAL LEG FRAME 6083 -T8 INDAEX OR EQUIV. 2 C01 -378 4 VENT (5/18' LAM. GLASS) 8083 -T8 INOALEX OR EOUN. 29 C01 -381 4 VENT (INSUL LAM. GLASS) 8063 -T6 PIDALEX OR EQUIV. 2C COI -385 4 VENT (7/18' LAM. GLASS) 6063 -T8 INOALEX OR EQUIV. 3 C0-375 4 OGEE GLAZING BEAD 6083 -T5 INOALEX OR EQUIV. 3A 001 -388 4 SQUARE GRAZING BEAD 6083 -T5 INOALEX OR EQUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 8 AP-425 AS REM. FRAME WEATHERSTRIPPING - ULTRAFAB /SCHLEOEL 7 0200 X190 AS REOD. VENT WEATHERSTRIPPING - SC HLEGEL Q -ION 8 - AS READ. VENT SCREWS 0 20' 0.C. LONGER SIDES, 18' O.C. SHORTER SIDES - #10 X 1' SS SMS 9 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1 -1/4' SS SAS FRAME CORNER VENT (7/16" LAM. GLASS) CGI -375: OGEE GLAZING STOP .753 .817I4- CGI -396: SQUARE GLAZING STOP Eno" DR HUA(AYOUN FAR000 STRUCTURES FLO PE # 16857 C.A.N. 3638 I 0 Q 7 2008 0 0 z a z to w Nn ce SLY, ( ZJ J a 0 a 5 1 0 S S ao if I I drowing no. W99 -10J (sheet 3 of12) 4 1/8' ANN. GLASS .090 INTERLAYER SAFLEX PAD BY 'SOLUTIA' 1/8' ANN. GLASS SILICONE GE -1200 DOW 995 DOW 899 5/18° NOMINAL GLASS TYPE '2' 3/18' ANN. GLASS 3/16' HEAT STREN'D GLASS - .090 SAFLEX PAD BY 'SOLUTIA' IN1ERLAYERS - .075 VANCEVA STORMGLASS BY 'SOLUTIA' - .090 SENTRYGLAS PLUS BY 'DUPONT' 3/18' ANN. GLASS 7/18" NOMINAL GLASS TYPE '3' SILICONE 00 -1200 DOW 995 DOW 899 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 MAU 12 FOR INSTALLATION DETAILS 91NDOW DIMS. GLASS TYPE '2' GLASS TYPE- `3' GLASS TYPE '8' WIDTH HEIGHT EXT. ( +) WT. ( -) EXT. ( +) 1 NT. ( -) EXT. ( +) 1NT. ( -) 18 -1/8' 28 -1/2' 37' 53 -1/8' 26' 110.0 185.0 110.0 195.0 110.0 195.0 110.0 188.2 110.0 195.0 110.0 195.0 110.0 166.2 110.0 172.5 110.0 195.0 110.0 120.0 110.0 148.2 110.0 195.0 19 -1/8' 28 -1/2' 37' 53-1/8" 38 -3/9' 110.0 195.0 110.0 195.0 110.0 195.0 110.0 163.0 110.0 187.7 110.0 195.0 110.0 118.8 110.0 151.9 101.8 180.5 84.1 84.1 108.8 118.7 108.8 118.7 18 -1/8' 28- 1/2' 37" 53 -1/8' -5/8, 110.0 165.7 110.0 187.8 110.0 195.0 110.0 131.2 110.0 148.7 110.0 195.0 95.0. 95.0 110.0 120.0 110.0 120.0 87.9 67.9 85.3 85.3 85.3 85.3 19-1/8" 28 -1/2' 37' 53 -1/8' 63" 110.0 177.5 110.0 179.4 110.0 195.0 102.7 102.7 110.0 120.0 110.0 120.0 70.5 70.5 102.1 111.3 102.1 111.3 57.7 57.7 81.3 81.3 81.3 81.3 19 -1/8' 26 -1/2' 37' 53 -1/8' 74 -1/4' 110.0 120.0 110.0 174.8 110.0 195.0 89.8 89.8 110.0 120.0 110.0 120.0 58.9 58.9 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 .090 SAFLEX PV8 BY 'SOLUTIA' CINTERLAYERS r .075 VANCEVA STORMGLASS BY 'SOLUTIA' L .090 SENTRYGLAS PLUS BY 'DUPONT' x3/18' HEAT STREN'D GLASS SILICONE 0E -1200 DOW 995 DOW 899 7/18" NOMINAL GLASS TYPE '8' raga DR. HUMAYOUN FARWO STRUCTURES F1A APE SST" 19597 CN. 538 NOV 0 7 2008 z i- ceN 9. og 0 a54 ijhaWsh 0 P. W 0 S - N $ $ *I 0_ awe.. f i 6 1.1 drawing no. W99 -10j (sheet 4 of 12) PERFORMANCE VALDES OF 987007 RESISTANT 11020010 KM TO 82578 7 1180 12 70e MULLET= DEWS PERFORMANCE VALDE9 OF IMPACT RESISTANT WINDOWS REM TO SHEETS 7 71081 12 700 08701.41102 OETMS PERFORMANCE VALD S OF IMPACT RESISTANT WINDOWS REFER 72 SHEETS 7 71021 12 709 BBMIWE* 087888 NOTE: LOAD AREA LIMITS FOR +110, -195 PSF = 10.0 $Q. Ff. +110, -120 PSF = 16.3 SQ. FT. +90, -90 PSF = 24.0 SQ. FT. +70, -70 PSF = 35.0 SQ. FT. +50, -50 PSF = 45.0 SQ. FT. _VOW. WIDTH WINDOW DIMS. 6L80 TYPE '2' MASS TYPO '9' GLASS TYPE '8' 204001 008. GLASS TYPE '8' GLASS TYPE '9' 21ASS TYPE '8' WINDOW 0560. 0L469 TYPE '8' GLASS TYPE '2 CLASS TYPE '8' Wm01 NERf1T EEL ( +) 1N1'. ( -) EV. ( +) PM. ( -) EET. (4) INT. ( -) WEN HEW EET, 1 +) TNT. (-) 0D. ( +) 1M. ( -) OIT. ( +) 1M. (-) WEN E0CHT EET. ( +) INY. ( -) Da.. ( +) INT. ( -) EET. ( +) 1NT. (-) AL- FAROOQ CORPORATION ENGINEERS 4. PRODUCT DEVELOPMENT 1235 S.W. ST AVE MIAMI, FLORIDA 33174 TEL (305) 264 -8100 FAX (305) 262.6978 24• 36• 36• 42' 48• 84• 57' 60' 83" 00'" 69• 72" 75" 7911 81' 84" 07. 110.0 180.0 110.0 181.9 110.0 185.0 24' 80" - 110.0 120.0 110.0 151.6 110.0 185.0 24" 30• 38" 42' Sr 54" 57" 90' BS 66' 89' 72" 75' BP 110.0 114.4 110.0 120.0 110.0 120.0 110.0 144.0 110.0 1883 110.0 185.0 30• 39' 42' 40• 84• 87' 90' 6Y 08• 812 91.2 110.0 1200 110.0 125.0 05.7 667 90.0 80.0 90.0 90.0 110.0 1208 110.5 151.7 104.7 185.5 75.9 78.8 1052 115.5 105.9 115.5 48.8 46.8 90.0 90.0 80.0 90.0 . 110.0 120.0 110.0 120.0 110.0 120.0 079 87.8 90.0 90.0 90.0 90.0 - - - - 90.0 988 104.8 1042 110.0 120.0 110.0 120.0 05.0 85.0 90.0 90.0 90.0 90.0 - - - - 70.0 70.0 883 883 110.0 120.0 110.0 1200 00.2 80.2 80.0 80.0 80.0 80.0 - _ - - 720 70.0 81.9 81.9 1083 118.1 1003 115.1 57.8 57.8 75.8 78.5 75.9 75.8 - - - - 760 700 70.9 75.9 105.9 118.5 105.9 115.5 - - - - 72.0 72.0 - - - 70.0 70.0 729 729 103.7 1132 103.7 113.2 - - - - 70.0 70.0 - - - 50.0 80.0 88.5 528 90.0 90.0 90.0 90.0 - - - - 70.0 '70.0 - - - - 50.0 50.0 84.5 ' 64.5 800 900 908 80.0 ea' 72' 75' 788' - - - - 70.0 70.0 - - - - 80.0 BOA 90.9 80.9 80.0 900 90.0 90.0 - - - - 700 70.0 - - - - 80.0 50.0 578 879 90.0 900 90.0 90.0 - - - - 70.0 700 - - - - 50.0 80.0 55.0 498 BOA 908. 80.0 90.0 _ - _ _ 740 70.0 24" 39' 30' 42' 48' 54' 07• 90• 63• 98• 88.8 868 110.0 120.0 110.0 120.0 002 50.2 80.0 90.0 900 900 81' 84' 07. - - - - 70.0 70.0 872 57.9 80.0 BOA 90.0 940 48.8 48.8 80.0 90.0 90.0 000 _ _ _ - 70.0 708 43.0 43.0 90.0 90.0 90.0 908 47.0 47.0 80.0 840 90.0 90.0 - - - - 50.0 50.0 - - - - 70.0 70.0 24' 30' 38' 42" 48' 54• 5T 60' 83' 66' 69' 72• 75' 78' 81• 84' 87. 42' 110.0 iBBA ifOA 180.7 1108 105.0 24' 110.0 119.8 1140 1208 110.0 1208 - - - - - 70.0 70.0 1100 144.0 110.0 1009 110.0 195.0 30' 38• 42' 48' 84' BT 90' 83• 05• 89" 72• 75" 79• 61• 04• 87' 81.8 819 110.0 120.0 110.0 120.0 - - - - 508 50.0 - _I if SERIES -238 ALUMINUM FIXED WINDOW fI II CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 TEL (305) 593 -8590 FAX. (305) 593 -8592 1108 1208, 110.0 190.0 110.0 1200 68A 858 908 908 90.0 00.0 - - - - 50.0 00.0 862 802 80.0 920 908 80.0 - - - - 50.0 900 § 1029 1029 110.0 1900 110.0 120.0 172 872 110.0 1240 110.0 1200 57.0 57.0 90.0 90.0 90.0 900 - - - - 50.0 80.0 769 76.9 1039 113.4 1022 113.4 - - - - 80.0 90.0 - - - - 00.0 80.0 722 72.2 908 800 908 90.0 - - - - 70.0 70.0 24' 30' 38' 42' 48' 54• 57' 90• 105, 70.4 70.4 908 90.0 80.0 90.0 879 875 900 90.0 90.0 80.0 - _ - - 70.0 70.0 58.4 88.4 90.0 80.0 02.0 80.0 83.9 839 908 80.0 900 90.0 - - _ - 668 669 - - - - 70.0 70.0 802 662 900 90.0 90.0 90.0 _ _ - - 85.5 85.5 - - - - 70.0 700 853 553 908 80.0 80.0 90.0 - - - - 85.5 65.5 - - - - 560 800 52.0 52.0 90.0 90.0 90.0 90.0. - - - - 85.5 865 - - - - 50.0 50.0 WINDOW LENGTH 49.1 49.1 90.0 908 90.0 908 - - - - 658 85.5 - - - - 80.0 50.0 48.7 48.7 864 68.4 90.0 90.0 - _ _ - 80.0 00.0 _ _ - - 808 80.0 448 44.9 844 65.4 80.0 808 - - - - 80.0 BOA - 24" 30" 30' 42. 48' 54• 190' 59.5 09.0 90.0 110.0 90.0 900 r3 # - - - - 90.0 940 - - - - 50.0 80.0 - - - - 90.0 90.0 - - - - 708 70.0 - - - - 90.0 90.0 - - - - 70.0 70.0 24" 30" 38' 42' Sr 04• 57' 90• 83• 88• 59' 72• 78' 78' 81' 84• 87. �•. 110.0 180.0 110.0 151.7 110.0 195.0 24• 3p' 38' 4Y 48• 54' 87" 60' 83' 68' 89• 72' 75" 78' 01• 84' 07' n, 1160 111.0 110.0 120.0 110.0 120.0 - - - - 708 70.0 !i %% 110.0 120.0 1108 147.1 108.2 7872 77.0 77.0 1108 120.0 110.0 120.0 - - - - 508 - 00.0 104E 1048 4708 190.0 110.0 120.0 90.8 60.9 808 908 90.0 90.0 - - - 50.0 872 872 1140 120.0 1108 1208 520 920 BOA 908, 80.0 24''∎ 30' 39• 4Y 48' 132' 40.9 468 90.0 90.0 90.0 BOA 77.3 773 110.0 120.0 1100 190.0 568 50.8 688 858 800 90.0 - - - - 70.0 708 Nom' WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE 699 89A 80.0 00.0 908 940 - - - - 70.0 70.0 - - - - 760 700 J tla9cri9t on 1 G E >G i E^ F33 " g P �g gR Tu > 2 882 863 80.0 800 908 7140 - - - - 70.0 70.0 - _ _ _ BOA SO.jI 65.0 65.0 90.0 90.0 90.0 90A - - - - 70.0 70.0 - - - - 50.0 BOA 80.8 80.8 90.0 900 590.0 678 - - - - 88.8 888 24' 30• 38' 42• 1N 41.3 41.3 90.0 18.0 00.0 90,0 57.0 578 80.0 908 90.0 90.0 - - - - 88.8 85.5 - - - - - 70.0 700 83.8 83.8 M.8 88.8 90.0 908 - - - - 628 82.6 - - - - 50.0 508 50.8 009 85.6 088 800 00.0 - - - - 50.0 540 - - - - 500 50.0 - - _ - 60.0 000 - - - - 00.0 90.0 24' 30' 30' 109' - - - - 70.0 70.0 - - - - 70.0 740 - - - - 50.0 500 - - - - 708' 700 - - - - 70.0 740 - - - - 50.0 50.0 - - - - 540 808 _ _ _ - 70.0 708 - - - - 50.0 520 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM. E1300 -02/04 (3 SEC. GUSTS). _ _ - - 708 70.0 - - - - 80.0 50.0 24" 30' 38' 42' 48' 54' 57' 80' 8Y 90• 88' 72" 7s 78' 81' 84• 87• 94• 1100 1422 110.0 185.9 110.0 198.0 24' 30' 30' 45" 48• 54' 5T 80• 83' 88• 69' 72• 75 78• er �• 1061 105.1 110.0 120.0 110.0 120.0 5 8 8 <s c 5 c 103.3 103.3 1100 120.0 110.0 120.0 70.2 702 110.0 190.0 110.0 120.0 80.3 08.3 7100 120.0 110.0 120.0 49.0 55.0 800 80.0 90.0 50.0 769 782 11132 113.4 1039 113.4 48.7 48.7 864 88.4 90.0 90.0 ,. 89.8 899 • °0.o 900 eo'o 90A - - - - 708 70.0 ..--. m 7 �� • = o '� 4 -, J 87.4 87.4 80.0 BOA 80.0 80.0 - - - - 74.0 70.0 837 83.7 808 90.0 800 800 - - - - 70.0 70.0 - _ _ - 700 70.0 '/ Eng1: DR. HUMATOUN 1149000 ST 79.5 165 C.A.N. 538386887 NOV 0 7 ?DOB 4 , . �'I '.;. •.i1! 0.«.y. ,x- '.y"^";1 �;, 2 -: '.14 < E %8 ? `` y' iii . _ . ' 8'S'X' 'liik cw ;s :t'sX.cp+ ',.. 60.2 602 80.0 900 90.0 80.0 57.1 57.1 80.0 80.0 80.0 80.0 - - - - 88.8 88.8 - - _ - 800 80.0 - - - - 50.0 80.0 _ _ - - 70.0 700 - - - - 80.0 008 - - - - 70.0 70.0 - - - - 50.0 50.6 708 768 808 56.0 draw__ no. 9 299 -10 - - - - 70.0 70.0 - - - - 60.0 50.0 - - - - 70.0 70.0 - - - - 80.0 50.0 - - - - 70.0 708 - - - - 70.0 70.0 (sheet 5 of 12) 1/8" TEMP. GLASS -AIR SPACE 1/8" ANN. GLASS 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS .- .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS - .075 VANCEVA STORMGLASS BY 'SOLUTIA' - .090 SENTRYGLAS PLUS BY 'DUPONT' 1/8" ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' SILICONE GE -1200 DOW 995 DOW 899 - .090 SAFLEX PVB BY 'SOLUTIA' INTERLAYERS - .075 VANCEVA STORMGIASS BY 'SOLUTIA' -.090 SENTRYGLAS PLUS BY 'DUPONT' 1/8° TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' SILICONE 0E -1200 DOW 995 DOW 899 PERFORMANCE. VALUES OF IMPACT RESISTANT WINDOWS REFER 10 SHEETS 7 1HRU. 12 FOR 98TAUAIION OWLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 8010 12 FAR WSG8AIRIN 0EMS WINDOW 01M8. GLASS TYPE '2A' GW88 TYPE '14' 91N00W 0189. GIA85 TYPE '2A' GUM TYPE '9A' wIOTH HEIGHT EXT. ( +) 1 NT. ( -) EXT. ( +) INT. ( -) MOTH HEIGHT EXT. ( +) 1NT. ( -) OCT. ( +) 1NT. ( -) 24' 30• 36" 42° 48" 04" 57. 83• 58" 89" 72" 75• 78" 81" 84" 87- 38" 110.0 180.0 110.0 180.0 110.0 144.0 110.0 144.0 110.0 120.0 110.0 120.0 110.0 120.0 110.0 1209 110.0 111.3 110.0 120.0 83.8 93.8 110.0 120.0 87.0 87.0 110.0 1169 81.7 81.7 120.0, 114.3 77.0 77.0 120.0 112.0 24" 30" 38" 42" 48" 54" 57" 60" 83" 110.0 181.0 110.0 154.3 109.7 109.7 110.0 120.0 93.9 93.8 110.0 120.0 81.7 81.7 989 102.9 74.2 74.2 90.0 90.0 71.6 71.6 80.0 90.0 67.6 87.8 80.0 80.0 64.0 64.0 Rao 80.0 60.8 80.6 60.0 80.0 72.7 72.7 90.0 90.0 889 90.0 90.0 84.7 64.7 90.0 90.0 81.4 61.4 90.0 60.0 58.4 564 90.0 803 53.4 53.4 90.0 90.0 51.8 51.8 90.0 90.0 24" 36' 42" 48' s4" 57' 80" 110.0 120.0 110.0 120.0 96.9 96.9 110.0 120.0 81.7 81.7 110.0 114.3 72.1 72.1 90.0 80.0 690 89.0 90.0 80.0 64.0 64.0 80.0 60.0 61.2 61.2 75.8 75.8 49.9 499 90.0 90.0 24" 30" 36 42' 46' 54" 80" sr 63" 86" 98" 72" 7s" 78' 81• 42' 110.0 168.0 110.0 198.0 110.0 144.0 110.0 144.0 110.0 120.0 110.0 120.0 102.9 102.9 99.9 102.9 24" 30" 38" 42" 49" 88" 1103 120.0 110,0 120.0 88.9 889 1103 120.0 72.7 72.7 90.0 90.0 63.9 90.0 90.0 60.5 60.5 90.0 90.0 62.7 92.7 98.9 1029 81.7 81.7 98.9 102.9 767 76.7 90.0 90.0 72.1 72.1 90.0 67.9 67.6 90.0 90.0 24' 30" 38" 42" 72' 110.0 118.4 110.0 120.0 81.8 81.8 1103 120.0 64.7 84.7 90.0 80.0 552 55.2 90.0 90.0 53.7 53.7 90.0 90.0 63.9 63.9 903 90.0 58.8 58.8 90.0 90.0 55.2 55.2 80.0 90.0 52.2 90.0 90.0 24" 30' 38" 42" 78' 110.0 114.8 110.0 120.0 74.8 74.8 110.0 118.9 58.4 564 903 90.0 49.6 49.8 903 90.0 49.8 49.6 80.0 90.0 47.8 47.6 90.0 90.0 24• 30" 38" • 42" 48' 54' sr 60" 63' 69" 69" 72" 4E" 110.0 110.0 110.0 160.0 24' 30' 38" 84" 110.0 120.0 110.0 120.0 699 69.8 80.0 90.0 51.6 51.6 90.0 90.0 110.0 120.0 110.0 120.2 110.0 111.3 110.0 120.0 92.7 82.1 92.7 82.1 989 849 102.9 24" 30" 38" 98' 94.1 94.1 110.0 120.0 61.6 61.8 90.0 90.0 45.8 45.8 90.0 90.0 00.0 74.2 74.2 90.0 900 24" 30" 108" 74.8 74.8 80.0 90.0 59.9 399 90.0 90.0 70:4 693 64.6 70.4 809 57.0 53.7 69.0 84.6 60.5 57.0 53.7 Eao 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 - 24" 120' 83.2 63.2 90.0 90.0 24" 132" 49.8 49.8 90.0 90.0 24" 144' 43.8 43.8 90.0 90.0 90.0 90.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 12 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) TNT. ( -) 19 -1/8° 110.0 195.0 110.0 195.0 28 -1/2" 110.0 188.2 110.0 166.2 37° 26" 110.0 188.2 110.0 166.2 53 -1/8" 110.0 120.0 110.0 120.0 19 -1/8" 110.0 195.0 110.0 195.0 25 -1/2" 38• 110.0 163.0 110.0 163.0 37" -3/8, 110.0 1168 110.0 118.8 53-1/8" 89.3 89.3 110.0 112.6 19 -1/8" 110.0 185.7 110.0 185.7 26 -1/2" 50 110.0 139.4 110.0 147.2 37" -5 100.9 100.9 110.0 116.8 53 -1/8" - 72.1 72.1 86.3 85.3 19-1/8" 110.0 177.5 110.0 177.5 26 -1/2" 109.1 109.1 110.0 120.0 37° 6.3" 74.9 74.9 110.0 110.2 53 -1/8" 81.3 61.3 81.3 81.3 19 -1/8" 110.0 120.0- 110.0 120.0 28 -1/2" 74 -1/4" 95.4 95.4 110.0 120.0 37" 60.4 60.4 90.0 90.0 NOTE: LOAD AREA LIMITS FOR +110, -195 PSF = 9.32 SQ. FT. +110, -120 PSF = 16.2 SQ. FT. +90, -90 PSF = 24.0 SQ. FT. WIDTH MOTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). zFF g W _ g O ego 81 O .1 01,>2§ 8:q1; 0. r ?m� SERIES -238 ALUMINUM FIXED WINDOW a V 0 N I 8d N �n o Q N M RY M'( 8$ i ZZIL §o 0-op 0 g v 2, 5 drawing no. w99 -10i sheet 6 of 12 SEALANT INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEETS 9 at 10 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 1' kE 2 -1/2' MIN. INSTALLATION TYPE '1' N 1 3/8' WOOD BUCK TYPE '1' Alma,: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION as . . a n 1' MIN. 2 -1/2' MN. INSTALLATION TYPE '2' 21/8' MIN. WOOD BUCK TYPE '2' ,I : PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES /USING WOOD SEALANT TYPICAL. ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 1 3/8' a BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 2 7/8' WOOD BUCK TYPE '3' lama: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOQ ALUM CHANNEL 3/4' X 1' X 3/4' X 1/8' 2 -1/2' LONG AT ANCHOR LOCATIONS'- WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION a BUCK INSTALLATION BY OTHERS 2 1/8' MIN. INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD t1iL ALT. ANCHOR LOCATION WITH SHEAR CUP TYPMN. ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLION$ z n g 441 g a a $ o U CiRg o °IQ�pU.0J 0 SE 0 x 2 Z 2 as N 6 0 a � «o mgm EBB ass N m drawing no. W99 -10 sheet 7 of12 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEETS 9 & 10 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 13/8' 2 1/B' ,J INSTALLATION TYPE '1' WOOD BUCK TYPE '1' .MASBIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 1° MIN. 2 -1/2' MIN. C 2 1/8' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' NETE@I91.: PRFeIIRE TREATED TYPICAL INSTAL i ATION DETAL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION 'TYPE '3' 2 7/8' WOOD BUCK TYPE '3' ,;RNL: FRFS4IRE TREATED TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 1' MIN. • ,1 a • BUCK INSTALLATION BY OTHERS l51 INSTALLATION TYPE '4' ICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD, WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 2 1/8' MIN. WOOD BUCK TYPE '4' MaTEN : PRESSURE TREATED ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS Engr: DR. HUMAYOUN FAROO= STRUCTURES RA. PE 4 19657 CAN, 3538 rUV 01 2008 PIAOI5Ic:l kII:.,IUKIU as coolzteisp l::ttt sea F1Orlds lcJSt G 3.:.7: O 0 3 Z M FAX. (305) 593 -6592 B T drawing no. l W99 -10 (sheet 8 01 12 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 7 & 8 FOR DETAILS ANCHORS ANCHORS WITHOUT WITH WINDOW DIMS. SHEAR CUP SHEAR CUP EXT. (+) EXT. ( +) WIDTH HEIGHT TNT. ( -) TNT. ( -) 18 -1/8° 195.0 195.0 28 -1 /2' 195.0 195.0 37° 28° 185.0 195.0 53 -1/8" 195.0 178.7 19 -1/8° 195.0 195.0 28 -1/2' 38 -3/8, 185.0 195.0 37° 195.0 188.0 53 -1/8' 195.0 141.5 19 -1/8' 195.0 195.0 20-1/2° 50-5/8' 195.0 189.1 37° 195.0 155.1 53 -1/8° 184.1 130.9 19 -1/8' 195.0 180.4 28 -1/2' 195.0 139.8 37' 83' 157.4 111.9 53 -1 /B' 133.9 95.2 19 -1/8" 195.0 188.2 26 -1/2' 74 -1/4' 195.0 142.5 37' 157.1 111.7 53 -1/8' 127.9 90.9 ANCHORS W/O SHEAR CLIP WDW. WIDTH WINDOW LENGTH 3 NUM WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. INTERPOLATION BETWEEN SIZES ALLOWED. ANCHORS WITH SHEAR CLIP TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. KWIK -CON II BY 'HILTI' (Fu =183 KSI, Fy=157 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 Ks, Fy=155 KSI) 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 114 SINS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MUWONS (MIN. THK. _ .090°) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Pc = 3000 PSI MIN. MASONRY fm = 1500 PSI MIN. Engr. ON HUMAYOUN FAN' ' STRUMMER M PE # 18557 CAN. 3538 PRODUCT REVISED rs IS 161 relit IietbSa C.1» R519,1e.amNu jam- .0 Q9T0.1ii: 7^d ii.9"W J 4%. / SERIES -238 ALUMINUM FIXED WINDOW 41 N pro ONM g5 • z S `o O a C 4 • S I a a drawing r-p737.1 W99 -10 (sheet 9 ot12 • 8 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 9 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 & 8 FOR DETAILS WOW. WIDTH \ J Jr _ _CO MP-ANJAW99 -10Cq WINDOW DIMS. ANCHORS WITHOUT SHEAR CLIP ANCHORS WITH SHEAR CUP WINDOW DIMS. ANCHORS WITHOUT SHEAR CUP ANCHORS WITH SHEAR CLIP WINDOW DIMS. ANCHORS WITHOUT SHEAR CUP ANCHORS WTTH SHEAR CLIP WINDOW DIMS. ANCHORS WITHOUT SHEAR CLIP ANCHORS WITH SHEAR CLIP r AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 5.W. 87 AVE MIAMI, FLORIDA 33174 3EL. (308) 2618 FAX. 100 FA (308) 2826978 WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. (4) INT. ( -) EXT. ( +) INT. ( -) i 1 1 ,/ WINDOW LENGTH 24" 30" 36" 42° 48" 54" 57" 80" 83" 86° 89° 72" 75° 78' 81" 84° 87" 38 195.0 195.0 24° 30" 39" 42" 48" 54° 57" 60' 63" 88' 89" 72" 75" 78° 81' 84° 87" 54° 195.0 182.9 24° 30" 36" 42' 48" 54° 57° 80" 63" 86° 99" 72° 75" 78' 81" 84" 87' 72 195.0 160.0 24" 30" 36" 42° 48" 54" 57" 80" 83" 88' 99" 192.9 137.1 195.0 195.0 195.0 157.5 1895 134.7 160.0 113.8 195.0 195.0. 195.0 142.2 168.7 118.5 138.5 98.5 195.0 180.0 187.0 133.0 151.3 107.8 123.4 87.8 ��/ FF F 195.0 170.7 180.0 128.0 140.6 100.0 112.5 80.0 195.0 142.2 177.8 126.4 133.3 94.8 104.3 74.2 184.8 131.3 160.0 113.8 130.7 92.9 91.4 101.1 71.9 N4114 WIDTH AND LENGTH 094E9510ES CAN BE ORONTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. INTERPOLATION BETWEEN SIZES ALLOWED. 171.4 121.9 145.5 103.4 128.6 98.2 69.8 160.0 113.8 133.3 945 127.0 90.3 95.7 68.0 187.5 133.3 153.8 109.4 128.9 89.5 93.5 88.5 176.5 125.5 142.9 101.9 1252 89.0 24" 30" 39" 42° 48° 54° 57' 80° 108 195.0 140.0 166.7 118.5 133.3 94.8 125.0 88.9 182.8 115.6 SERIES -238 ALUMINUM FIXED WINDOW CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 TEL (305) 593 -9590 FAX. (305) 593 -8592 157.9 112.3 125.0 88.9 115.4 82.1 140.0 99.8 150.0 108.7 117.8 83.7 107.1 78.2 124.1 88.3 171.4 121.8 133.3 94.8 120.0 85.3 112.5 80.0 163.6 118.4 128.3 89.8 112.5 80.0 103.7 73.7 158.5 111.3. 120.0 85.3 105.9 75.3 100.1 71.2 24" 30" 38' 42' 48" 54' 57' 60" 83" 68" 89° 72° 75" 76" 81" 84° 87" 42 195.0 192.0 24" 30" 38" 42" 48" 54" 57" 60" 83° 88' 89* 72" 75" 78" 81" 84° 87" elf 195.0 180.0 24" 30" 38" 42" 48° 54° 57" 60" 63' 66' 89" 72' 75° 78" 81" 78° 195.0 145.5 96.9 68.9 195.0 170.7 192.0 138.5 171.4 121.9 24" 30' 36° 42" 48° 54" 120' 195.0 142.2 195.0 160.0 171.4 121.9 150.0 108.7 164.8 117.0 195.0 158.7 158.2 1125 138.3 962 141.2 100.4 195.0 156.7 150.0 108.7 125.0 88.9 124.7 88.7 187.0 133.0 145.5 103.4 117.6 83.7 112.5 80.0 171.4 121.9 144.4 102.7 114.8 _ 91.7 103.2 73.4 158.2 112.5 144.0 102.4 112.5 80.0 24" 30" 38" 42' or 132" 195.0 144.0 148.9. 104.5 130.9 93.1 110.6 78.8 188.2 118.2 171.4 121.9 144.0 102.4 109.1 77.8 142.1 101.1 160.7 114.3 138.5 98.5 _ 107.9 76.8 125.1 89.0 [ '-' / 5 co U r ANCHOR REV. PER 2000 COMMEOE UPOATED FOR 2004 FM 1 151.3 107.8 128.8 91.4 107.1 78.2 112.5 80.0 142.9 101.8 120.0 85.3 108.7 75.9 24° 30° 38' 42' 144' 194.1 130.9 135.3 962 1125 80.0 106.5 - 75.7 150.7 107.2 154.3 109.7 127.1 90.4 108.5 75.7 128.8 91.4 148.9 1045 120.0 88.3 24" 30° 38" 42" 48" 54' 57" 60° 63" 98° 99" 72" 75" 84 _ 195.0 180.0 112.9 80.3 140.3 99.7 113.7 80.8 187.8 133.8 24" 30" 36" 156' 187.5 133.3 24' 30" 38" 42' 48' 54" 57" 60" 63" 68' 69° 72" 75' 78" 81' 84" 87" � 195.0 195.0 24° 30' 38° 42" 48' 54" 57' 60° 83' 68' 89° 72° 75" 78' 81" 84" 97" 66 195.0 177.8 183.8 116.4 153.2 108.9 195.0 188.2 195.0 150.8. 148.9 104.5 130.4 92.8 195.0 170.7 187.5 133.3 135.0 96.0 �, n 195.0 158.7 171.4 121.9 1263 89.8 c .m, S 0 o oSgS m S o n o - 195.0 180.0 180.7 114.3 122.9 87.4 180.0 128.0 153.8 109.4 120.0 85.3 163.8 118.4 151.6 107.8 117.6 83.8 0 m v 150.0 108.7 144.0 102.4 115.5 82.1 ;-. S I .� , a s .--J 1385 98.5 130.6 92.9 113.8 80.9 190.7 114.3 .1489 105.8 112.5 80.0 OR FiUYMOUN��AR000 STRUCTURES • PIA PE 6 16557 CAN. 3636 PWODU(TTIt8VLNIU) ascoulg17i o, :rPE MA FIFAIn attic.-z, T[;r, ;, dra:eZE-T^AT s ; - / / U • 1.3/x3 1/! r • i.! "11'r E °9fa; '" 150.0 106.7 138.4 97.0 111.5 79.3 140.8 100.0 125.9 89.5 132.4 94.1 118.9 83.1 125.0 88.9 109.1 77.8 / 07 2008 "-drawing 9 no. W99-10j 142.1 101.1 122.7 87.3 135.0 96.0 115.5 82.1 128.6 91.4 109.1 77.8 (sheet 10 0112 PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS ALUMINUM BUCK FRAMING DETAIL l� _ COMP- -ANL \W99 -10C- REFER TO SHEETS 4 THRU 8 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. WINDOW DIMS. ANCHORS AT 17" O.C. WINDOW DIALS. ANCHORS AT 17" O.C. WINDOW 0015. ANCHORS AT 17° O.C. WINDOW DIMS. ANCHORS AT 17° O.C. WINDOW DIMS. ANCHORS AT 17" O.C. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (306) 284 800 FAX. (308) 2826979 WIDTH HEIGHT EXT. ( +) NT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) WIDTH HEIGHT EXF. ( +) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) 24" 30' 38' 42" 48" 54" D0 BO' �• 88' 89' 72' 75° 78' 81' 54" 8r 38 195.0 24' 30' 38" 42" 48° 54" 5Y 80' 83• 85" 89° 72° 75" . 78" 81° 84' 87° 195.0 24° 30° 36" 42" 48' 54" sr 80' 63' 88' 89• 72' 75° 78" 81' 84' 87" 176.0 24• 30" 36" 42° 48" 54" sr 60° 83° 88° 98" 150.9 19 -1/8" 26 -1/2' 37• 53 -1/8" 28° 195.0 I 11 ,- .- M1V El" SMS AT ' FROM ENDS 195.0 173.3 148.2 125.2 195.0 195.0 158.4 130.4 108.3 195.0 176.0 148.3 118.3 98.5 194.3 187.7 140.8 110.0 88.0 19 -1/8" 26-1/2" 37" 53 -1/8° 38 -3/8' 195.0 158.4 139.1 104.3 81.6 195.0 144.4 125.2 ,022 79.0 195.0 134.1 113.8 100.8 789 155.7 �� 1282 104.3 99.3 74.8 19 -1/8° 26 -I/2° 37' 53 -1/8° 50 -8/8" 195.0 148.7 120.3 98.5 73.1 195.0 /;dL111I 138.0 111.7 97.9 24° 30° 38° 42° 4a' 54• 57* 90• 108 154.0 170.8 144.0 I 17" O.C. MAX. AT IiF.Nt /SILL/JAMB 730.4 104.3 97.8 127.2 \ g �1,� 1239 97.8 90.3 1095 19 -1/8° 26_,,2• 3r 53 -1 /8" �° 195.0 1539 117.3 92.0 83.8 97.1 !" � L tTit CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 TEL. (305) 593 -8590 FAX. (305) 593 -6592 134.1 104.3 93.9 88.0 123.1 L �`_ 128.0 98.8 88.0 81.1 104.7 III��III�� 122.4 93.9 82.8 78.3 19 -1/8' 28 -1/2° 3Y 53 -1 /B' 74 -1 /4° 195.0 t iEnr� /j_ 24' 30' 38' 42° 48' 54' 57" 60• 83° 88° 89" 72° 75" 78" 81• 84" 87" 42" 195.0 24° 30' 38' 42° 48° 54° 57" 80° 63° 86' 89" 72' 75" 78" 81° 94" 87" 60" 178.0 24" 30" 38 ". 42' 48" 54" 57' 60' 63" 68' 69" 72' 75• 78' 81' 78" 160.0 75.8 155.8 p, 787.7 1502 134.7 24' 30' 36" 42" 48° 54" tom° 158.4 122.9 rol._......_21......1,„„.....i.,_. � #74 SINS AT 18 "2 FROM ENDS AND 178.0 134.1 117.3 128.7 100.0 772.4 1239 105.9 110.4 INSTALLATION 772.4 117.3 97.8 97.5 148.3 113.8 92.0 88.0 134.1 112.9 89.8 80.7 17' O.C. MAX. 123.8 112.8 88.0 24' 30" 38• 42° 45° 132° 158.4 1° MIN. AT HEAD /SILL/JAMB 114.9 102.4 88.5 130.0 TYPE 134.1 112.6 85.3 111.2 125.7 108.3 84.4 97.9 UC 28Y WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL 118.3 100.8 83.8 88A 111.7 93.9 83.4 24° 30° 38° 42° 144" 144.0 p n G a 0 @ - 105.9 88.0 83.3 117.9 ON ALL FOUR ALUMINUM BUCK 120.7 99.4 933 100.9 SIDES/USING SYSTEM 114.9 93.9 24' 30' 38° 42' 48' 54' Sr 80• 63• 88• e9" 72° 75' 84" 176.0 88.3 109.7 88.9 146.9 24" 30" 38° 158" 146.7 24" 30• 38' 42" 48' s4• 57' 80" 83" 66" 09' 72' 75' 78" 81" 84" 8r 48" 195.0 24' 30" 38° 42' 48• 54° 57° 80° 63' 86" 69" 72" 75' 78" 81" 84" 8r 68" 195.0 128.0 119.8 195.0 185.8 114.8 102.0 2.500 592 . - .845 - - •0� 187.7 148.7 105.8 •085 .582 172.4 134.1 98.8 1.125 - 178.0 729.7 98.1 f 140.8 120.3 93.9 a 138.0 118.6 92.0 1.438 125 ALUMINUM BUCK --1I - .803 u p p $ o 117.3 112.8 90.4 108.3 102.2 89.0 OPTIONAL COYER c w w 125.7 118.4 88.0 117.3 110.0 106,7 87.2 8083 -T8 8063 -T8 ^ g µµ 9 `" I 1.4 g 0 i3 $ �' � 98.5 10.35 91.4 NOTE; INTERPOLATION BETWEEN SIZES ALLOWED. Engr: DR. HUSAYOUN FAH000 STRUCTURES C N. 18 7 CA.N. 3516 - 1 r life Pt2{E1)11("1'RTS4P2313 - B�+Iite PITlIT 4$e "_7k�A1tIA S$Nn?°a E?a f ; - ' 97.8 65.3 111.2 96.0 105.8 90.4 1 '1D.0:x4% Q/ .S;/ , rInYL `::"0 100.8 85.3 drawing no. w99 -10 (aheef 11 of 1 J PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM HUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS 1�1 i LL 8 WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10' 0.C. WINDOW DIMS. ANCHORS AT 17" 0.C. ANCHOR AT 10" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCHORS AT 10" O.C. WINDOW DIMS. ANCHORS AT 17" O.C. ANCH085 AT 10° O.C. WINDOW DIMS. ANCHORS AT 17" 0.C. ANCHORS AT ID" O.C. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 284.8100 FAX. (305) 262-6978 WEIN MONT EXT. ( +) INT. ( -) . EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) - WIDTH HEIGHT EXT. ( +) INT. ( -) EXT. ( +) WT. ( -) WIDTH HEIGHT EXT. ( +) 9NT. ( -) EXT. ( +) INT. ( -) WIDTH HEIGHT EXT. ( +) INT. (-) EXT. ( +) TNT. ( -) 24" 30" 3 6" 42' 48' 54- 57" 60" 63" 88' 69" 72" 75' 78" 81" 64" 87" 36" 169.5 195.0 24" 30" 36" 42° 48" 54" 57" 80" 83" 68" 69" 72" 75" 78" 81" 84' 87" 54 ". 129.1 193.7 24' 30" 38" 42" 48" 54" 57" 60" 63" 88" 69" 72' 75" 78" 81" 84" 87' 72" 113.0 158.2 24" 30" 36" 42" 48" 54" 57- 80' 83" 68" 98" 96.9 161.4 19 -1/8" 29 -1/2" 37° 53 -1/8' 26, 198.0 195.0 155.0 195.0 111.3 166.9 95.2 133.2 80.4 133.9 185.4 195.0 150.7 195.0 100.4 150.7 83.7 117.2 69.5 115.9 158.5 195.0 113.0 150.7 93.9 140.9 76.0 106.4 62.0 103.3 124.8 187.2 120.5 150.7 90.4 135.6 70.6 96.8 56.5 94.2 19 -1/8' 28 -1/2' 37" 53 -1/8° 38-3 /8. 177.2 195.0 100.4 150.7 89.3 133.9 97.0 93.7 524 87.3 146.8 199.5 92.7 139.1 80.4 120.5 68.8 91.9 50.8 84.6 132.8 177.0 86.1 729.1 73.1 109.6 64.6 90.4 49.3 82.2 100.0 148.9 80.4 140.8 87.0 117.2 83.8 89.3 48.1 80.1 19 -1/8' 26 -1/2" 37" 53 -1 /8" 50-5/8" 165.8 195.0 94.2 131.8 77.3 108.2 83.2 88.5 47.0 79.3 131.4 164.3 - 88.6 124.1 71.7 100.4 629 88.0 24" 30' 36" 42" 48" 54" 57' 60" iW 98.9 155.4 109.5 138.9 83.7 117.2 67.0 93.7 82.8 87.9 81.7 128.3 92.5 127.0 79.3 1269 62.8 100.4 57.9 87.9 70.3 110.5 19 -1/8" 28 -1/2' 37" 53 -1/8" 127.4 195.0 75.3 120.5 59.1 94.5 53.8 88.1 , 823 98.0 98.7 172.8 -- 88.1 114.8 87.0 89.3 60.3 80.4 58.8. 88.8 79.1 138.4 l SERIES -238 ALUMINUM FIXED WINDOW • CGI WINDOWS & DOORS 10100 N.W. 25TH STREET DORAL, FL. 33172 TEL (305) 593 -8590 FAX. (305) 593 -6592 82.2 123.3 83.4 952 58.9 84.8 52.1 81.8 67.2 117.7 78.6 117.9 80.3 90.4 53.2 79.8 50.3 79.0. 19 -1 /8' 28 -1/2" 37' 53 -1/8" 74 -7/4° 131.5 185.0 24" 30" 38" 42" 48" 54" 57" 60" 63" 86" 69" 72" 75' 51" 87' 84" 97' 42' 135.6 180.8 24" 30" 38" 42' 48" 54" 5Y 60" 83" 66" 89° 72' 75' 78' 81' 84' 87' 80 113.0 169.5 24" 30" 36" 42" 48" 54" 57" 90" 63" 88" 89" 72" 75" 76' 81° 78" 102.7 164.4 48.7 76.5 100.7 161.1 120.5 160.7 96.4 144.8 88.1 137.8 24° 30" 38" 42" 48" 54" 126" 100.4 150.7 78.9 128.2 113.0 150.7 88.1 129.1 75.3 120.5 82.7 124.0 64.3 102.8 110.7 147.6 79.5 1192 68.0 108.8 70.9 108.4 110.7 143.5 75.3 113.0 82.8 100.4 62.6 83.9 93.9 1409 73.1 109.8 59.1 94.5 56.5 84.8 pill �' $14 EMS 86.1 129.1 725 109.9 57.7 92.3 51.8 77.8 795 119.2 72.3 108.5 585 90.4 24' 30° 38' 42" 48" 132" 101.7 148.9 73.8 129.1 85.7 1085 555 88.9 83.4 1205 � 86.1 120.5 72.3 105.5 54.8 87.7 71.4 103.1 80.7 113.0 895 97.4 54.2 68.7 62.8 90.7 Ifd111QSVII 780 106.4 649 90.4 53.8 88.1 58.5 81.8 AT 5" FROM ENDS 17' O.C. MAX. ) AT HFAD /SILL/JAMB 71.7 114.8 803 98.4 53.8 88.7 24" 30" 38" 4Y 144" 925 154.1 g 88.0 108.8 58.5 90.4 53.5 85.8 75.7 128.1 ,g .c m . O 8 S W g , 77.5 103.3 63.8 85.1 835 79.5 64.8 107.8 735 110.7 60.3 90.4 24" 30' 38" 42' 48' 54" 5Y 60' 63" 68" 69° 72" 75" 84" 113.0 789.5 56.7 94.5 �L M 70.4 105.7 57.1 85.6 94.3 14/5 24' 30" 158" 84.2 150.7 -� III�� 24'. 30" 36" 42" 48' 54" 57" 50' 83" 88' 69" 72" 75' 78" 81' 84" 87" 48 150.7 1883 24' 30' 36" 42" 48' 54" 57" 80" 63' 86" 89" 72" 75' 78' 81' 84" 87" Be 125.6 175.8 82.2 123.3 78.9 123.1 �•":G ��r��- L I Alex= 1315 764.4 108.4 146.8 73.8 110.7 95.5 120.5 150.7 94.2 131.8 87.8 101.7 38" 104.8 -u- ° 4. 6 •: 2 1/2 MM. ° a a ''''1../- '»'/ 4" DIA KWIK- CON/ULTRACON /4' MN. CONC. EMBED 110.7 143.5 88.1 120.5 83.4 98.2 113.0 141.3 80.7 113.0 61.7 92.8 90.4 135.6 77.3 1082 60.3 90.4 ° EDGE GIST. °' t 82.2 123.3 76.1 723 108.8 _ 105.5 59.0 88.6 1 -3/4" MN. FILLED BLOCK EMBED AT 8" FROM ENDS AND 17" O.C. MAX. (10' O.C. ALT.) INSTALLATION TYPE 'B� AT HEAD/SILL/JAMB 75.3 113.0 58.0 87.0 c m 9 v° q N B d 69.5 121.7 95.8 104.8 57.2 85.8 . 80.7 75.3 113.0 _ _ 108.5 74.7 104.8 58.5 84.8 TYPICAL INSTALLATION DETAIL W LL 685 95.9 58.0 84.0 T' 0 g ^ ^ g h 4 --1 'j 70.8 95.9 632 885 •L • C • I, 2 121, 885 108.4 58.7 93.9 : _ L_ :.. . 82.8 100.4 54.8 87.7 ' INTERPOLATION BETWEEN SIXES ALLOWED. Fsgr.'tNMAYOON F STRUCTURES FL4. PE f 18557 D.A.N. 3538 ° OV ®7 200D 4"Fid}e}OCg'REVgSEU astor:517148WDh thy FhlON7# PaidiegCoda 71.4 95.2 81.8 82.2 67.8 101.7 58.0 87.0 84.8 98.9 54.8 82.2 K . .0 ..954J �• /3 1 ALUMINUM BUCK FRAMING DETAIL drawing no. �u T999 -10 REFER To SHEETS 4 THRU 6 FOR 810008 CAPACITIES USE LOWER APPLICABLE VALUES. (sheet 12 of 12), BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) CGI Windows & Doors 10100 NW 25 Street Miami, Fl. 33172 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.Rov/buildinacode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Havin • Juris This NOA shall not be valid after the expira Control Division (In Miami Dade County) and/o the right to have this product or material tested for q fails to perform in the accepted manner, the manufactur may immediately revoke, modify, or suspend the use 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. ; T° DESCRIPTION: Series 238 Outswing Aluminum Casement APPROVAL DOCUMENT: Drawing No W98 -100, titled "S 238 inu�Ca t Window, sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04/98 with revisi d date/25, , pephred 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 othe ed herein. RENEWAL of this NOA shall be considered after a renewal application has been fil no change in the applicable building code negatively affecting the performance of thi TERMINATION of this NOA will occur after the expiration date or if there in the materials, use, and/or manufacture of the product or process. Misuse of of any product, for sales, advertising or any other purposes shall automatically to comply with any section of this NOA shall be cause for termination and r ADVERTISEMENT: The NOA number preceded by the words Miami -Dad � I d/ and followed by the expiration date may be displayed in advertising literature. If any port OA 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 and renews NOA # 08- 0915.05 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. uct ty reserve r material d the AHJ err jurisdiction. NOA No. 08- 1010.02 Expiration Date: October 26, 2013 Approval Date: December 11, 2008 Page 1 DAVID WEARNE JOI-INr:;07-1 ,t'4A ARCHTEC1 7740 SW. 104th STREET, SUITE 101 MIAMI, FLORIDA 33156 SHOP' RA:WING DOCUMENT REVIEW FURNISH AS SUBMITTED 0 REJECTED KEYISE AND RESUBMIT 0 FURNISH AS CORRECTED C;r;?7;:cribris a: comments made CD the shop drawings during this review rto iem ielieve contractor from comphance with requirements and specificatiern. This check is only for review of cry:Iorimence with the sin concept of the project •e:i, ompiiance with the iaimmation given in the contract crztrath7 is responsible for: Confirming and cor'emng oil c'Jardrdts and dimensions: selecting fabrication. ;snd techniques of construction: coordi Ming his or her widk:•-.Yith that of all other trades; and perfor g all work in ai sait abd satisfactory niter. CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98 -100, titled "Series -238 Aluminum Casement Window, sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 & 7 of 7, dated 12/04/98 with revision E dated 08/25/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test report 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 aluminum casement, project -out and fixed windows, prepared by Hurricane Testing Lab, Inc., Test Reports No: HTL -0080- 0301 -07, dated 09/21/07 for specimen A & B and HTL- 0080 -0905- 07, dated 10 /12/06 for specimen B & C, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No HETI -08 -2143 dated 06/27/08, signed and sealed by Candido F. Font, P.E. 3. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc. Report No. HETI -07 -4298 dated 07/17/08, signed and sealed by Candido F. Font, P.E. 4. Test report on: 1) Air Infiltration Test, per ASTM E283. 2) Uniform Static Air Pressure Test, Loading per ASTM E330. 3) Water Resistance Test, per ASTM E547/E331. along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No(s). FTL- 1003, dated 10/14/94 and FTL -1041 dated 10/14/94, signed and sealed by Yamil Kuri, P.E. (Submitted under previous NOA# 01- 1002.03) 5. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. Report No. HTL- 0080- 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under previous NOA# 01- 1002.03) E -1 Manue Pere Product Control NOA No. 0 ' . + 2 Expiration Date: October 26, 2013 Approval Date: December 11, 2008 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. Test report on: 1) Large Missile Impact Test, per PA 201 -94. 2) Cyclic Wind Pressure Loading, per PA 203 -94. along with installation diagram of alum. fixed, casement and project -out windows, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL -0080- 0303 -96 dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (For reference only). (Submitted under previous NOA# 06- 0829.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004 and 2007, prepared by Al- Farooq Corporation, dated 08/23/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex HIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 2. Notice of Acceptance No. 08- 0520.08 issued to Solutia, Inc. for their "Vanceva Composites Glass Interlayer" dated 07/17/08, expiring on 12/11/13. 3. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNernours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance, dated August 23, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated August 23, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Reports No. HTL- 0080 - 0301 -07 and HTL- 0080- 0905 -07, issued by Hurricane Test Laboratory, Inc., dated August 8, 2008, signed and sealed by Vinu J. Abraham, P.E. G. OTHER 1. Notice. of Acceptance No. 08- 0915.05, issued to CGI Windows & Doors for their Series 238 Outswing Aluminum Casement Window — L.M.I., approved on 11/20/08 and expiring on 10/26/09. E -2 Manue Pere Product Control E NOA No. 08- Expiration Date: October 26, 2013 Approval Date: December 11, 2008 GENERAL WINDOW SECTIONS eLdE CAM LOCKS 2 LOCK POINTS ALL SIZES FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. MAXIM MULTI POINT LOCK BY TRUTH' ALT. TO CAM LOCKS MAX. WDW. HEIGHT INSTRUCTIONS; USE CHARTS AS FOLLOWS. Mal DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. IF ALUMINUM BUCK SYSTEM IS USED IRE CHART ON SHEET 7 TO DETERMINE CAPACITY.. THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 2 102_3 .5111P __4 EL 42' 63' 84' LOCK POINTS WINDOW WIDTH VENT WIDTH NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 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 USTED, 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 S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 24' MAX. TIT. AT HEAD /SILL TYPICAL ELEVATION (FLANGE FRAME) 8' MAX. TAP. HEAD /SILL CORNERS lE SURFACE APPLIED FALSE INS OPTIONAL FOR MUWON /MULTIPLE UNITS, REFER TO, SEPARATE CGI MULLION N.O.A. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: DR. HUMAYOUN FAR000 STRUCTURES CLANR . 5386557 PRODUCT DEVLSKD aseamgdyisawidegtertaride SaidiagCado No 4: I A Date A31?!G 12 2008 awing 0/3 U,' Z 8 8 HRH -Sa 4 8 B e 2 I drawing no.' W98 -100 (sheet 1 of 7 ) (sheet 1.1 of 7 ) GENERAL WINDOW SECTIONS EQUAL LEG FRAME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. WINDOW WIDTH VENT WIDTH wW -1 1/2, D.L OPG. WW -6 1/2' Er MAX. TM HEAD/SILL CORNERS 8 \ O TYPICAL ELEVATION (EQUAL LEG FRAME) 4 SURFACE APPLIED FALSE NUNTINS OPTIONAL 24' MAX. TYP. AT HEAD /SILL Engr: DR. HUMAIOUN FAROOQ STRUCTURES PRODUCT REVISED FLA. PE A 1SI57 WICUR orlest e �63E Stang Cob No +8- I , • .), . +> - , Date • 4 X 2 V z 0 8�~ O z z 8 I drawing no. W98 -100 ALL FRAME AND VENT CORNERS TO BE SEALED HRH GE SII.PRUF OR EQUIV. CORNER KEY .060 THICK ST. STEEL N z CORNER KEY .082 THICK ALUMINUM FLANGE FRAME VENT (5/16' LAM. GLASS) EQUAL LEG FRAME VENT (INSUL. LAM. GLASS) TEEM PART t! QUANTITY DESCRIPTION MATERIAL MANS. /SUPPLIER/REMARKS 1 CGI -373 4 FLANGE FRAME 8083 -T8 INDALEX OR EQUIV. IA CGI-397 4 EQUAL LEG FRAME 6083 -TO INDALEX OR EQUN. 2 C3I -378 4 VENT (8/18' LNL GLASS) - 8083 -TO MAMA OR EQUIV. 28 001 -381 4 VENT (INSUL LAM. GLASS) - 8083 -T8 15051DC OR ECM. 2C 1%X -385 4 VENT (7/18' LAM. GLASS) 8063 -TO INDALEX OR EQUIV. 3 CGI -375 4 OGEE GLAZING READ 6083 -15 INDALEX OR EQUIV. 3A CGI -386 4 SQUARE GLAZING BEAD 8083 -T8 INDALEX OR EQUIV. 4 - 4 .080 THICK CORNER KEY ALUMINUM - B - 8 .060 THICK CORNER KEY SL STEEEL. - 8 AP-425 AS RECD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 0200 X190 AS RECD. VENT WFATHERSTIOPPING - SCH EGEL 0-106 8 35- 10-00 -101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEHI.. TRUTH. ATTACHED W/ (0) #8 X 3/8° SS SMS 9 24- 13- 00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) J8 X 3/8° SMS 9A - 2/ VENT MULTI POINT LOCK - - 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL. CGI, ATTACHED WI (2) /10 X 3/8° SS SMS II 23-20- 00-101 1 OPERATOR HANDLE STEEL TRUTH, ATTACHED WI (2) j8 X 3/8° SS EMS 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) 18 X 3 /S' SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1 -1/4° 55 SMS fRA E CORNERCORNER VENT 7/18° LAM. GLASS) CGI -375: OGEE GLAZING STOP CGI -398: SQUARE GLAZING STOP Flgr: DR. HUMAYOUN FAR000 STRUCTURES TEA PE 1351. CAN. . EP J' BODUCT R*YISRD p � b complying with l RAMI1: HI) TOO ELM 8 8 3 th U, 8 gu 8' drawing no. W98 -100 I (sheet 2of 7 1/8' ANN. GLASS .090 INTERLAYER SAFLEX PVB BY 'SOLUTIA' 1/8' ANN. GLASS SILICON GE -1200 DIN DEN 99 8/16" NOMINAL GLASS TYPE '2' 3/18' ANN. GLASS .090 SAFLEX PV8 BY 'SOLUTIA' INTERLAYERS .075 VANCEVA STORMGIASS BY 'SOLUTIA .090 SENTRYGLAS PLUS BY 'DUPONT' 3/16" ANN. GLASS 7/18" NOMINAL GLASS TYPE '3' SILICON GE -11200 DON 995 DOW 899 3/16' HEAT STREN'D GLASS }r- .090 SAFLEX PVB BY 'SOLUIIA' - INTERLAYERS L .075 VANCEVA STORMGLASS BY 'SOLUTIA' t .090 SENTRYGLAS PLUS BY 'DUPONT' 3/16' HEAT STREN'D GLASS SILICONE GE -1200 DOW 995 DOW 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES 7/10" NOMINAL GLASS TYPE '0' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER 10 SHEETS 5 WM 7 FOR INSTALLATION MUSS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER 10 SHEETS 5 1 RU 7 FOR NISTHUATIDN DETAILS WINDOW DIMS. GLASS TYPE '8' GLASS TYPE '3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '8' GLASS TYPE '9' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) TNT. (-) EXT. ( +) TNT. (-) EXT. ( +) INT. ( -) WIDTH HEIGHT EXI. ( +) TNT. (-) EXT. ( +) TNT. (-) EXT. ( +) INT. (-) 20' 24° 28" 30" 32' 38" 40" 42' 36' 110.0 194.3 110.0 195.0 110.0 195.0 20' 24' 28' 30" 32" 66' 86.7 88.7 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 64.2 64.2 110.0 120.0 110.0 120.0 110.0 129.5 110.0 195.0 110.0 195.0 80.8 60.6 110.0 120.0 110.0 120.0 110.0 121.4 110.0 195.0 110.0 195.0 57.5 57.5 110.0 120.0 110.0 120.0 107.9 107.9 110.0 195.0 110.0 195.0 20' 24° 28' 30' 32° 72' 88.4 66.4 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 - - 48.9 45.9 110.0 120.0 110.0 120.0 20' 24" 28" 30" 32° 38' 40' 42" 42• 110.0 1695 110.0 195.0 110.0 195.0 46.0 46.0 110.0 120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 43.8 43.6 110.0 120.0 110.0 120.0 110.0 118.9 110.0 195.0 110.0 195.0 20" 24° 28" 30" 78" 52.0 52.0 110.0 120.0 110.0 120.0 110.0 111.0 110.0 195.0 110.0 195.0 43.8 43.8 110.0 120.0 110.0 120.0 104.1 104.1 110.0 195.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 - - 110.0 120.0 - - 83.3 83.3 110.0 120.0 110.0 120.0 20' 24' 28' 84" 41.5 41.5 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 - - 34.9 34.9 110.0 120.0 110.0 120.0 20' 24' 28' 30° 32' 38" 40' 42' �• 110.0 145.7 110.0 195.0 110.0 195.0 - - 110.0 120.0 - - 110.0 121.4 110.0 195.0 110.0 195.0 19 -1/8° 28 -1/2" 37' 42' 28• 11011 195.0 110.0 195.0 110.0 195.0 103.8 104.1 110.0 195.0 110.0 120.0 110.0 195.0 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 110.0 145.4 110.0 195.0 110.0 195.0 91.1 91.1 110.0 120.0 110.0 120.0 110.0 128.1 110.0 195.0 110.0 195.0 80.9 80.9 110.0 120.0 110.0 120.0 19 -1/8° 28 -1/2" 37' 42' - 38 -3/8' 110.0 190.8 110.0 195.0 110.0 195.0 72.8 72.8 110.0 120.0 110.0 120.0 110.0 137.5 110.0 195.0 110.0 195.0 99.4 69.4 110.0 120.0 - - 99.5 98.5 110.0 194.5 110.0 120.0 20' 24' 28" M' 32' 36" 40° 42' 110.0 1295 110.0 195.0 110.0 195.0 885 888 110.0 120.0 110.0 120.0 98.0 107.9 110.0 195.0 110.0 195.0 19 -1 /8' 28 -1 /2' 37" 42' 50 --5 /6" 110.0 144.5 110.0 - 195.0 110.0 195.0 86.2 92.5 110.0 120.0 110.0 120.0 99.7 104.3 110.0 195.0 110.0 195.0 84.4 88.3 110.0 120.0 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 19 -1/8" 26 -1/2' 37' 83• 987 104.2 110.0 195.0 110.0 195.0 64.8 64.8 110.0 120.0 110.0 120.0 74.9 77.9 110.0 120.0 110.0 120.0 61.7 91.7 110.0 120.0 - - 60.0 80.0 110.0 120.0 110.0 120.0 20' 24' 29' 30' 32" 38' 60' 98.8 112.6 110.0 195.0 110.0 185.0 19 -1/8° 26 -1 /2' 74 -1/4" 83.0 63.0 110.0 195.0 110.0 120.0 55.8 95.4 110.0 195.0 110,0 120.0 46.6 46.6 110.0 120.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 LOAD /AREA OMITS FOR +110.0. - 120.0 -PSF = 18.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. 73.2 77.7 110.0 120.0 110.0 120.0 70.2 72.8 110.0 120.0 110.0 120.0 84.8 64.8 110.0 120.0 110.0 120.0 NOTE GLASS CAPACmES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 -DEC -219 Ens: DR. HUITAYOUN STRUCTURES MOM !PA(ID110E 60'sV18Et1 li1R�P14189 wIth QDS MHO 501886 CwIs P,s4,dc .7 No �! + 2 SEP t Z gE 0 10 4. 4 a yn a O oc 7 F a 4 B 1s 8 e B drawing no. W98 -100 (sheet 3of 7 1/8° TEMP. GLASS AIR SPACE 1/8" ANN. GLASS /8' TEMP. GLASS AIR SPACE 1/8' TEMP. GLASS .090 SAFLEX PVB BY 'SOLUTIA' INTERIAYERS .075 VANCEVA STORUGLASS BY 'SOLUTIA' .090 SENTRYGLAS PLUS BY 'DUPONT' 1/8" ANN. GLASS 3/4" INSULATED GLASS TYPE '2A' SILICONE GE -1800 DOW 995 DON 899 .090 SAFLEX PVB BY 'SOLUTIA' INTIRLAYERS .075 VANCEVA STORMGLASS BY 'SOLUTIA' .090 SENTRYGLAS PLUS BY 'DUPONT' 1/8' TEMP. GLASS 3/4" INSULATED GLASS TYPE 'SA' SILICONE GE -1800 DOW 995 DOW 899 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED REFER TO SHEETS 5 THRU 7 FOR ISTALIA1ION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED • REFER TO SHEETS 8 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '24' GLASS TYPE '94' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '5A' WIDTH HEIGHT EXT. ( +) TNT. (-) EXT. (4) 1NT. ( -) WIDTH HEIGHT EXT. ( +) TNT. (-) OCT. ( +) 1NT. ( -) 20' 24" 28" 30" 32" 38' 40" 42" 38' 110.0 194.3 110.0 195,0 20' 24" 28" 30° 32" 88° 88.7. 88.7 110.0 169.0 110.0 161.9 110.0 195.0 73.4 73.4 110.0 120.0 110.0 138.8 110.0 195.0 84.2 84.2 110.0 120.0 110.0 129.5 110.0 195.0 60.8 80.9 110.0 118.2 110.0 121.4 - 110.0 195.0 57.5 57.5 110.0 112.2 107.9 107.9 110.0 195.0 20' 24' 28' 30' 32" 72° 68.4 86.4 110.0 120.0 97.1 97.1 110.0 120.0 58.1 56.1 109.3 109.3 92.5 92.5 110.0 120.0 48.9 48.9 95.3 95.3 20" 24' 28" 30' 32" 39' 40' 42' 42" 110.0 188.5 110.0 195.0 48.0 48.0 89.8 89.8 110.0 138.0 110.0 195.0 43.6 43.6 85.0 85.0 110.0 118.9 110.0 195.0 20' 24" 28" 78" 52.0 52.0 101.3 101.3 110.0 ' 111.0 110.0 199.0 43.8 43.8 85.4 85.4 104.1 104.1 110.0 120.0 38.1 38.1 74.3 74.3 92.5 92.5 110.0 120.0 20' 24° 84" 41.5 41.5 80.8 80.6 83.3 83.3 110.0 120.0 34.9 34.9 88.0 68.0 79.3 79.3 110.0 120.0 19 -1/8' 26 -1/2" 37" 42" 28' 110.0 195.0 110.0 195.0 20" 24" 28' 30" 32" 36" 40' 42" as' 110.0 140.7 110.0 195.0 110.0 203.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 145.4 110.0 195.0 104.1 104.1 110.0 120.0 110.0 128.1 110.0 195.0 97.1 97.1 110.0 120.0 19 -1/8' 26 -1/2" 37" 42° 38 -3/8' 110.0 190.8 110.0 195.0 91.1 91.1 110.0 120.0 110.0 137.5 110.0 195.0 80.9 80.9 110.0 120.0 98.5 98.5 110.0 120.0 728 728 110.0 120.0 88.8 86.8 110.0 120.0 89.4 89:4 110.0 120.0 19 -1/8' 26 -1/2" 37" 42' 50 -8/8' 110.0 144.5 110.0 195.0 20' 24" 28' 30" 32' 38' 40' 42' se 110.0 129.5 110.0 195.0 99.7 104.3 110.0 198.0 98.0 107.9 110.0 195.0 74.7 74.7 110.0 120.0 92.5 92.5 110.0 120.0 85.8 85.8 110.0 120.0 84.4 883 110.0 120.0 19 -1/8' 26 -1/2" 37' 53" 96.7 104.2 110.0 195.0 60.9 80.9 110.0 120.0 74.9 77.9 110.0 120.0 71.9 71.9 110.0 120.0 80.0 80.0 110.0 117.0 64.8 64.8 110.0 120.0 19 -1/8' 28 -1/2' 74 -1/4' 63.0 63.0 110.0 120.0 81.7 61.7 110.0 120.0 48.8 48.6 90.9 90.9 20" 24" 28" 3o° 32" 38" 5D' 98.8 112.6 110.0 195.0 NOTE: LOAD /AREA UMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. 85.6 95.4 110.0 120.0 76.7 633 110.0 120.0 732 77.7 110.0 120.0 70.2 72.8 110.0 120.0 848 648 110.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Engn ON. HUMAYOUN FAR000 STRU FLA. PE ES CAN. 3536 SEP 12 z 0 o Rg rg a �� °o4 U. 1110 O 8 a4- 8 8 a O a c 0 drawing no. W98 -100 (sheet 4of 7 ) • INSTALLATION CONDITIONS FLANGE FRAME (APPLIE TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION 2 -1 /r MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' AMW : PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION 2 -1/2' M1N. INSTALLATION TYPE '2' 2 1 /B' WOOD BUCK TYPE '2 SEEM: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON AU. FOUR SIDES /USING WOOQ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8' SEALANT SEALANT a 4 BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATEBIAI: PRESSURE TREATED TYPICAL INSTALLATION DETAIL BUCK INSTAUATION BY OTHERS INSTALLATION TYPE '4' TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD ON ALL FOUR SIDES/USING WOOQ 2 1 /8' MIN. WOOD BUCK TYPE '4' MM g:Egi8L: PRESSURE TREATED ALUM CHANNEL. 3/4' X 1' X 3/4' X 1/8' 2 -1/2' LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE ALT. ANCHOR LOCATION I/ WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ,Atmatrimq ATTACHMENT TO APPROVED MUWON$ F+t9+: OM SIRUDT/U FARCOQ N C.AN 3S3B6957 SEP 12 200 ... 3 u a 8 NM W a c Q 0 n C G 8 I a 8 IN rti I drawing no. W98 -100 sheet 5d 7 INSTALLATION CONDITIONS EQUAL LEG , FliAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 'TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 -1/2' MIN. INSTALLATION TYPE '1' 1 3/8' WOOD BUCK TYPE '1' AMEX: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD 'TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 'rat 2 -1 /2• MW. INSTALLATION TYPE '2' 2 1 /8' MIL WOOD BUCK TYPE '2' ROILS& PRESSURE TREATED TYPICAL INSTALLATION DETAIL, ON ALL FOUR SIDES /USING WOOL) TYPICAL. ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' 2 7/8• WOOD BUCK TYPE '3' Alma: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SmTtM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION SUCK INSTALLATION BY OTHERS 1• MIN. INSTALLATION TYPE '4' 2 1/8' MIK WOOD BUCK TYPE '4' 11AIEBI6t.: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES /USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 8 FOR DESCRIPTION ATTACHMENT TO METUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS End: DR. IIWAY7,UN mow sIRUCRSIES FUT. FE * 16257 CAN. 3838 SEP 1 2 2008 PRODUCT REVISED eaeumplykegv,1111thanstidt EarkliegCalle Aucganceli, f- f 0 ,Tif Imes sTs /r7G Z F1 a drawing no. W98 —loo sheet 5.1 of 7 A PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET S FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS V, ( COMP- ANL \W98- 10ECGI 1 WINDOW DRIB. ANCHORS 5/0 SHEAR CLIP ANCHORS WITH SHEAR CUP WINDOW EMS. MNCHOE9 09/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10° O.C. AT 17' O.C. AT 10' O.C. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 57 AVE MIAMI. FLORIDA 33174 TEL (308) 204 -8100 FAX. (308) 2826978 AT I7" O.C. AT 10° O.C. AT 17° O.C. AT 10" O.C. WIDTH HEIGHT EXT.( +) /INT.( -) EXT.( +)/ENT.( -) FM.( +) /INT.( -) EXT.(+)/INT.(-) WIDTH HEIGHT EM.( +)/INL( -) EXT.( +)/ENT(-) EM.( +)/ENT.( -) EXT.(+) /INT.( -) 19-1/8" 28 -1/2' 37' 26" 195.0 195.0 195.0 195.0 20' 24° 28' 311" 32' 36" 40" 42" 185.0 195.0 192.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 180.0 195.0 195.0 195.0 143.7 - 143.7 192.9 195.0 137.1 182.5 19 -1/8" 28 -1/2' 37' 38 -3/8' 195.0 195.0 188.4 195.0 180.0 195.0 128.0 170.7 191.2 195.0 135.9 181.3 198.9 195.0 120.0 150.0 136.9 182.8 97.4 129.8 150.0 195.0 108.7 142.2 19 -1/8' 28 -1/2' 37' 50 -5/8' 195.0 195.0 190.4 195.0 135.0 180.0 98.0 128.0 1932 195.0 137.4 171.7 128.8 171.4 91.4 121.9 138.4 173.0 98.4 123.0 20" 24' 28' 30" 32' 36" 40" 42" 42° 195.0 195.0 184.8 195.0 19 -1/8" 26 -1/2" 37" 6.3' 195.0 195.0 153.0 195.0 182.9 195.0 137.1 192.9 155.3 195.0 110.4 193.2 165.3 195.0 117.8 156.7 111.2 184.8 79.1 138.4 154.3 195.0 109.7 148.3 19 -1 /8' 28 -1/2' 74 -1/4° 195.0 195.0 182.2 195.0 144.8 192.9 102.9 137.1 184.7 195.0 117.1 197.4 128.8 171.4 91.4 121.9 l� SERIES -238 ALUMINUM CASEMENT WINDOW]f CGI WINDOWS & DOORS 10100 N.W. 25TH STREET MIAMI, FL. 33172 TEL. (305) 993 -8990 FAX. (305) 883 -9992 �� TYPICAL ANCHORS: SEE REV. FOR sPACINO 115.7 154.3 82.3 109.7 110.2 149.9 78.4 104.5 20' 24' 28" 30" 32' 36' 40" 42" �• 195.0 195.0 192.0 195.0 195.0 195.0 180.0 195.0 1929 195.0 137.1 171.4 180.0 195.0 1250 180.0 LL---'-i 188.8 195.0 120.0 150.0 150.0 187.5 108.7 133.3 1/4" DUI. KWIK-CON II BY 'HILT!' (Fu =163 481, Fy=157 451) 135.0 168.8 - 98.0 120.0 1 /4" DIA. ULTRACON BY TWO' (F8.177 451. F�155 451) 128.8 160.7 91.4 114.3 20" z4.' 28' 30" 3z' 38" 40" 42' st' 195.0 198.0 170.7 195.0 u� ,t11 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 (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLONS (MIN. THK. _ .090' INTO METAL STRUCTURES CLIP STEEL : 12 GA. MIN. {Fy = 36 KSI MIN.) 1950 1es.o 142 2 195.0 171.4 1e5.0 121.9 192.9 160.0 195.0 113.8 170.7 150.0 195.0 108.7 1800 ANCHORS W/0 SHEAR CLIP ANCHORS ^L �w M�pJ �Il " WrrH SHEAR 133.3 195.0 84.8 142.2 120.0 180.0 653 128.0 k c ng g m g 1u3 171.4 eta 121.9 20' 24" 28° 30' 32' 36' 80' 195.0 195.0 183.8 195.0 180.0 195.0 1250 192.0 1543 1959 109.7 184.6 144.0 195.0 102.4 153.6 1350 195.0 98.0 144.0 ALUMINUM 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE 120.0 180.0 85.3 128.0 20' 24' 28' 30' 32' 89" 195.0 195.0 174.5 195.0 195.0 195.0 145.5 198.0 b' INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE fo = 3000 PSI MIN. MASONRY fm ® 1500 PSI MIN. 1753 195.0 124.7 174.5 163.6 195.0 118.4 162.9 N - 4 .§4 §§ 4 5 R s I$ 153.4 195.0 106.1 152.7 20' 24• 28' 30' 32' 72' 195.0 - 185.0 160.0 1950 E o c < . o 187.5 195.0 133.3 186.7 i r .� S 160.7 195.0 114.3 109.0 150.0 195.0 109.7 149.3 Sit� FARO00 FAA. PE / 18397 SEP 3s3e 1 PRODUCT REVISED astoan 1849gwithIke mo ... • • a 55. - -'- s l ,Y4.%'. ■ l3 /f/ i.4 pra ft 140.8 198.0 100.0 140.0' 20• 24' 28' 30" 7a• 195.0 195.0 147.7 195.0 173.1 195.0 123.1 1950 148.4 198.0 105.8. 188.8 - `Adlrawing no. 4'98 -100 W98-100 138.5 195.0 98.5 1575 20" 24' 28" 84" 195.0 195.0 164.6 195.0 198.0 195.0 137.1 195.0 165.3 195.0 117.6 178.3 sheet 80" 7 4 A {�v` aiI 8 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES OF ALUMINUM RUCK INSTALLATION ANCHORS ALUMIN M SUCK FRAMING DETAILS YAL1 FOR WINDOW CAPACITY WINDOW DIMS. EXT. ( +) INT. ( -) WINDOW DDSS. EXf ( +) INT. ( -) WIDTH HEIGHT WIDTH HEIGHT 20' 24' 28' 30• 32' 38' 40' 42' 38' 195.0 19 -1/8' 28 -1/2' 37' 28' 195.0 195.0 195.0 195.0 19.9.0 194.4 19 -1/8' 28 -1/2' 37' 38 -3/8' 195.0 182.3 199.0 192.0 120.0 120.0 19-1/8" 28 -1/2' 37' 50 -5/8' 195.0 120.0 195.0 �1 _lil . i 20' 24' 28' 30' 32' 38' 40' 42' 42' 195.0 120.0 195.0 19-1/8" 28 -1 /2' 3Y 83' 195.0 178.5 120.0 188.8 117.0 120. 19 -1/8' 28 -1/2' 74 -1/4' 120.0 120.0 90.9 F., GGtj{`_p III 120.0 XNCI 119.0 'F"-, ,,�7,v)� X14 5M5 AT 8• FROM ENDS AT 8° fROM ENDS 17' SNS 14" O.C. MAX. AT JAMBS 24" 0.C. MAX AT HEAD /50.L 20' 24' 28' 30" 32' 36' 40' 42• �, 195.0 195.0 . InSVIJ r�U �'pN 14' 0.C. MAX AT JAMBS 24' O.C. MAX. AT HEAD /SILL 120.0 .G ■tt1A „ 120.0 �� MIL •„L s 120.0 +fi Iliai� � L�,FIr�^,�r A� 120.0 £ II�'ni� 120.0 �.� `LL w. ` ±I ` -f n�L.: 120.0 20' 24" 28' 30' 32° 38' 40' 42' �• 195.0 � #14 HMS 1 -1/2' MIN. WOOD EMBED 195.0 120.0 n ' • •n' 41/4' DIA. KYAK- CON/ULTRACON 1 -1/4° MIN. CONC. EMBED 120.0 120.0 2 1/2' MIN. 17' 0.0. MAX. .AAT JAMBS 17" D.C. MAX. AT JAMBS 1'. MIN. 24' 0.C. MAX AT HEAD /SILL 120.0 EDGE DIST. 24' 0.C. MAX. AT HEAD /SILL 120.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' 3 ¢ II 120.0 20' 24' 28' 30' 36' se" 195.0 120.0 29Y WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL 120.0 �wu FOUR SIDES ALUMINUM BUCK SYSTEM 120.0 ON ALL /USING 20' 24' 28' 30' 32' 88' 189.0 120.0 d 5 'o g 120.0 - .085 .582 2.500 - .845 .085 118.2 .845 -.592 - - 112.2 1.125 o W 20' 24' ' 30' 32' 72' 120.0 • I _ 0 }` 109.3 95.3 1.438 - • 'Env: - DR. HUMAYOUN FAR" F1A PE 1 CAN. 3538 y g SE 1 L _- ' ', RHYMED IS a „ e'.��. - J'dv x•13 44 ...►� r. . - "a ., 899 85.0 .125 gtUMINUM BUCK OPTIONAL COYER 20' 24' 28' 78' 101.3 85.4 9063 -TB 6063 -T8 drawing no. W98 -100 74.3 20' 24• �° 00.6 68.0 (sheet 7 of 7 ) Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 55? Inspection Number: INSP- 178893 Permit Number: EL -9 -12 -1771 Scheduled Inspection Date: September 27, 2012 Inspector: Devaney, Michael Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: WEATHERMAKERS ELECTRICAL CONTRACTORS LLC Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Test Phone Number (305)206 -1767 Parcel Number 1132050080060 Phone: (786)249 -8880 Building Department Comments TEMP FOR TEST Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments / -C/ -ma' ,'Z p P e j^ 7--Na l (4 fir 49/2— September 26, 2012 For Inspections please call: (305)762 -4949 Page 19 of 43 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 FBC 20 k SEP 2 4 BYoem� BUILDING Permit No. 12 - I `l-) ( PERMIT APPLICATION Master Permit No.'} 11- log Permit Type: Electrical JOB ADDRESS: /(V9 9 X , o C) City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 9 / i9 SCE I d®e, b Phone #: 3o3" .20 e / C 7/ Address: a 9 f 4 / eX() — /- City: J) 4-04 -S IZ e.-s- State: __ Zip: Tenant/Lessee Name: Phone #: Email: // f CONTRACTOR: Company Name: I' —4 l' ie(//t#v/Le Phone#: -7 4:2VP PT1'.6 Address: /3933$ t/ City: ) ) / State: g� Zip: 331 7 Qualifier Name: I t -Fl Alf f Q S� Phone #: 19142- e/ 3/3 State Certification or Registration #: OO 0 7 ;77 Certificate of Competency #: Q`% &OO /C) 6'7 Contact Phone #: t5i2_ q3/ 3 Email Address: /eG 7"/ C ( WeatitP/ /Y1Ak@iS , // (--L DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: "$ f. Square/Linear Footage of Work: Type of Work: ❑Address ation UNew URepair/Replace Description of Work: C e (.27 P' i Demolition ***************************************Fees******************************************** **** ********** ***** **********+x********* Fees****+ x** x: x: ***x: ***** *******************a:****** Submittal Fee $ Permit Fee $ l �' ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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, BOILRRS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap oved and a reinspection fee will be charged. Signature The fo day of who is om Owner or Agent owledged befo Signature Contractor The foregoing instrument was acknowledged before me this day of t ,20/2-,-by c C/, 71 who is pe onally known to me or who has producedT rde tification and who did take an oath. N t TARY PUBLIC: . • rsonally known e or who as produced As identification and who did take an oath. NOTA Sign: Print: My Commission Exp * * * * * * * * * * * * * * * * ** LIC: APPROVED B My Commission #E Assn. 'r'oe,, Bonded Through National Notary clot .2y Plans Examiner Sign: Print: My Co Oil bu'G' Notary Public - State of F o2015 lres•Commission # EE 128810 %;q; °� Bonded Through National Notary Assn. Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) B IL ING PERMIT APPLICATION 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 Permit No. ' `-- Master Permit No. FBC 20, Permit Type: BUILDING ROOFING RECEIVED MAY Ma OWNER: Name (Fee Simple Titleholder): 56-R6/0 70 Itric9 Phone #: O mac) /0 ' % S /ff City: /0/1 State: Zip: .33/9 Address: 3o( <-59 .4712 Tenant/Lessee Name: Phone#: AO/%' Email: 66E6(0 • JD%d r ®0, -/s6 ° P8. co �J lt JOB ADDRESS: /? 4 A) E /OD 7 7/ City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: 4CONTRACTOR: Company Name: 1?-6(0 ‘-cTal v X- O Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: '4( Value of Work for this Permit: $ 3 coo'''. Square/Linear Footage of Work: Type of Work: ❑Addition Alteration ONew URepair/Replace Description of Work: �� 47-ewe O®� emolition * *** x**** *** ********* ** *** **** ** **+x**** Fees**** �x�x**** �n+ x�x*+ x+ xx��x�x* a�a��:* �x ****+x�x+x *�x�x�xx:x�x��xx�*** Submittal Fee $ Permit Fee $ r CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 41 00 - 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 w , •ch occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appr ved and a r inspection fee will be charged. Signature Signature O 1 er or Agent j Contractor The foregoing instrument was acknowled : ed before me this 1 l The foregoing instrument was acknowledged before me this day of 1 ,200,by ( /Imo' 0 f ,20_,by who is personally known to me or who has produced 6-4-‘4c) who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Co ```�y��uuutttgtt��, NOTARY PUBLIC: ■ 1%? • 14 % Sign: $..1=', y �:x = Print: 1: °te a' b d g �3 •, o b. . ..-FSMy Commission Expires: zir e0\ * * *** x******** * *** *** *+x+x�x�x�x•x *�x******** xa�a��x�x�x�x�x�x�( t:k�kll k******** ** ***** ** **+ x*** *x:**** ***** x: *+x****+x*****:x**** ** APPROVED BY Plans Examiner Structural Review (Revised 07110 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk RECEIVED MAY I 1 2012 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA) Raynor Garage Doors 1101 East 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 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: Showcase/Masterpiece/TC200 Steel Sectional Garage Door up to 16' wide APPROVAL DOCUMENT: Drawing No. P -3312, titled "Spec, Wind Load Showcase, Masterpiece, TC200 ", sheets 1 through 3 of 3, dated 10/23/09, with last revision B dated 06/16/10, 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. 10- 0420.01 Expiration Date: October 20, 2015 Approval Date: October 20, 2010 Page 1 Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. P -3312, titled "Spec, Wind Load Showcase, Masterpiece, TC200 ", sheets 1 through3 of 3, dated 10/23/09, with last revision B dated 06/16/10, prepared by Raynor Garage Doors, signed and sealed by Richard A. Baumann, 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 16'x 7' Showcase Sectional Steel Garage Doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493-1102-09, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. 2. 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 a 12'x 7' Showcase Sectional Steel Garage Door, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493-1201-09, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. 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 9'x 7' Showcase Sectional Steel Garage Doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493- 1201 -09, dated 02/04/10, signed and sealed by Vinu J. Abraham, P.E. 4. Test report on Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 of two (one TradeMark and one Showcase) 16'x 7' Sectional Garage Doors, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493 -0706 -10, dated 08/10/10, signed and sealed by Vinu J. Abraham, P.E. 5. Test report on Tensile Test per ASTM E8, of steel sheet, prepared by Certified Testing Laboratories, Test Report No. 0037T, dated 01/20/10, signed and sealed by Ramesh Patel, P.E. 6. Test report on Salt Spray per ASTM B117 of painted G40 galvanized painted steel, prepared by Wendler Engineering Services, Inc., dated 04 /12/10, signed and sealed by Richard A. Baumann, P.E. E -1 492711° Carl u s M. Utrera, P.E. Product Control Examiner NOA No. 10- 0420.01 Expiration Date: October 20, 2015 Approval Date: October 20, 2010 Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Jamb attachment verification calculations, prepared by Wendler Engineering Services, Inc., dated 04/13/10, signed and sealed by Richard A. Baumann, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics, per ASTM E84 of Type IX EPS, Report No. 3147467SAT -001, prepared by Intertek Testing Services, NA, Inc., dated 04 /10/08, signed by Chris Bowness, P.E. 2. Test report on Self - Ignition Temperature per ASTM D1929 of Type IX EPS, prepared by Intertek Testing Services, NA, Test Report Nq. 3147467SAT -002, dated 06/12/08, signed by Chris Bowness, P.E. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products LLC., for their EPS Block Type Insulation, approved on 02/28/08, and expiring on 01/11/12. F. STATEMENTS 1. Statement letter of code conformance with FBC 2007, issued by Wendler Engineering Services, Inc., dated 04 /12/10, signed and sealed by Richard A. Baumann, P.E. 2. Statement letter of no financial interest issued by Wendler Engineering Services, Inc., dated 04/12/10, signed and sealed by Richard A. Baumann, P.E. E -2 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 10-0420.01 Expiration Date: October 20, 2015 Approval Date: October 20, 2010 REMAINING BRACKETS 18.0. C. 12' OR 18' RADIUS JAMB ANGLE ONE NI RE0'O PER VERTICAL TRACK ATTACH WITH 13) HEX HEAD LAG SCREWS INTERIOR SKIN E758 THICK 0.40 GALVANIZED STEEL OUTMAN EPDXY PRIER AND BAKED ON POLYESTER FINISH WHICH S ROLL- FORMED WITH WOOD GRNNTEXTI EAND STAMPED WITH EMBOSSED PANELS FOR SHOWCASE AND MASTERPIECE OR SMOOTH FORTC200. MINIMUM YIELD STRENGTH= 28780 PSI EXTERIOR SKIN 0TMB THICK G -40 GALVANEW STEEL WRHAN EPDXY PRIMER AND BAKED ON POLYESTER FINISH WHICH S ROLL- FORMED WEN WOOD GRAIN TEXTURE. MINIMUM YIELD STRENGTH • 28760 PSI. VERTICAL TRACK SSECECTION BOX STRUT ( ASTRAGAL INSULATION CORE EXPANDED POLYSTYRENE 14' TRACK BRACKETS INTERMEDIATE SECTION SHEETMETALECREW TOPFIXTURE TOP FIXTURE EDGE HARDWARE PLATE SEE DETAIL ON SHT HARDWARE PLATE SEE DETAIL ON SW 3 Aliii III' *III I AVMAyi END STITES TOIL LOCKED TO PANEL SEE DETAIL ON BHT3 PERSWTER SEAL NAILED 4. O.C. WITH 44 STEEL NAILS .�� a ••• P CENTER HINGE SEE DETAIL ON 9HT3 TYPICAL TRACK INSTALLATION NORMAL HEADROOM TRACK SHOWN, LOW HEADROOM. LIFT CLEARANCE AND VERTICAL LIFT TRACK AVAILABLE Appal4re mplybetdtalr IAIb i r i r7 � NOM JdM2Wi 1Wd � •. . . 0/ END STILE RETAINING MIT OHS' PUSH ON RETAINS O MIT (1) REQUIRED PER ROLLER SEE DETAIL ON BHT 3 TOP FIXTURE DETAIL — JAMBS 2X8#2 DOUGLAS FIR OR BETTER WOOD JAMB SEE MIT FOR ATTACHMENT HEX HEAD LAG SCREW M A IM BRACKET. SEE DETAIL TRACK BRACKET SHOWN FULL ANGLE OPTIONAL SEE DETAIL ON BHT3 TRACK BOLT T WHIZ LOCK NUT SEE DETAIL ON SW 3 TRACK DET ROLLER SEE SEE DETAIL ONST3 SECTIONS-13 SEE DETAIL LON BHT 3pPTIONAL DOUBLE EDGE HINGE SEE DETAIL ON SHT 3 STEEL BOX STRUT SEE DETAIL ON SHT 3 WRING COUNTERBALANCE SPRING WIRE INDIVIDUALLY CALCULATED TO COUNTERBALANCE DOOR QUANTITY AND SUE OF SPRING WILL VARY BASED ON DOOR SHEET METAL SCREW (8) REDO PER n �. END STILE A INTERMEDIATE BECTON BOTTOM SECTON SHEET METAL SCREW (4) RE00 PER CoRNFRBRACICET END STILE DOOR HEIGHT F -THIGH SHOWN OTHER DOOR HEIGHTS AVAILABLE UP TO180*USING 16118',111 -1Q' OR 21. SECTIONS SECTIONS TOP FIXTURE SEE DETAIL ON SH73 STEEL REINFORCEMENT ONE (1 )BOX STRUT PER SECTION. FASTENED TO ALL CENTER AND END STILES USING (2) SHEET METAL SCREWS ATTACH LOCATION B INTERIOR LOCK TWO (2) READ PER DOOR. LOCATE OPPOSITE EACH TRACKS EN640E FgQyF11�I TRACK SW NG GE 618 • ON SHT 3 4; CORNER GE SEE OUT VENTS( VENT .__# CORNER LOCH SEE DETAIL AS REO oN BHT 3 1',� ROLLER CARRIER SHEET METAL WREN - (2) RMO PER 1 ROLLER CARRIER RETAINER SECTION A.A 4 SECTION HIGH DOOR SHOWN CORNER BRACKET! ROLLER CARRIER DETAIL 3 No 00 F II YBE 1} ' * A - -. DOOR WIDTH -1F WIDE SHOWN .i OM SECTON SEE SHEET FOR OTHER DOOR WIDTHS Re1EASESFORPR0011C1EN INTERIOR ELEVATION EDGE HINGE DETAIL DOORS TESTED PER TAS 202 FOR STATIC AIR PRESSURE TESTED PER TAB 201 AND TAS 203 FOR LARGE MISSILE IMPACT AND CYCLIC WIND PRESSURE DOOR WIDTH DESIGN LOAD 9' -0• +85.0 -75.0 10' -0' +55.4 -65.1 11' -O' +50.4 -85.1 12' -O' +56.4 -85.1 13' -O' +45.0 -52.0 14' -0' +45.0 -522.0 15' -M +45.0 -52.0 18' -0' +45.0 -52.0 LARGE MISSILE IMPACT RESISTANT Ault NOM aKDENO 1007.01 OSlEE CBASO : G REWORD A MU:KNOT RELEASE 557AOB out t1N3(9 IMISCAITOY K0 PUS SW 150101 RA/N01"4. SPEC, WNDLOAD SHOWCASE, MASTERPIECE, TOKIO No. P -3312 I Nita, ma I R 3 CENTER STILES. S, 8, 10' AND 11' WIDE 3 CENTER STILES' 12', 13', 14' AND I6WIDE 3 CENTER STILES. 16' WIDE CENTER STILE LAYOUT INTERIOR VIEW • 3CFNTER STILES WALK AMA MUM NAY SE REWIND DEPEND/NON MOP CRPANIRATION opopi ogulinq COLONIAL PANEL CARRIAGE MUSE PANEL PANEL OPTIONS EXTERIOR VIEW NO LOAD FROM WINO APPLIED TO HORIZONTAL MEMBER JAMB ATTACHMENT NOTES 1. 1/4' DIAMETER ANCHORS REQUIRE 6/8' MN. 0.0. STEEL WASHER 2. 6/18' AND 3W DIAMETER FASTENERS REQUIRE 7/8' MIN O.D. STEEL WASHER 3. MAXIMUM POSRIVE LOAD PER JAMB • (18' X46 PSF) / 2 • 380 LBS PER FOOT 4. MAXIMUM NEGATIVE LOAD PER JAMB= (18'X 52 PSF) /2= 418 LBS PER FOOT. 8. DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBLITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN NOTES 3 AND 4. JAMB MATERWI. FASTENER TYPE UNMAN EMBEDMENT MINIMUM EDGE DISTANCE ALLOWABLE TENSION LOAD MAXIMU41 ON CENTER SPACING GROUT FILLED BLOCK 5/18' DIAX 31/4" LONG IIWTAPCON 1314' 4' 487 18.114• 3182 PSICONCRETE 1/4' DR X 3 1/4' LONG RWTAPCON 1314' 1' 510 17' 289S PSICONCRETE 8/18' DIA X 33/4' LONG IIWTAPCON 21/4' 19/18' 713 233W' 2000PBCONCRETE - 35' 014X 3112' POWER STUD ANCHOR 155' 1718' 380 12' 4000 PSI CONCRETE 318'0145312' POWER STUD ANCHOR 155' 1715' 570 18" WOOD DOUGLAS PR(G -.48) 5/15* DR. X3112 112' 1' 352 11314" WOOD SIP (G°.58) 5 /18' DIA.X 312" 112' 1' 480 18414' WILL NOTE Own Er. OWE/WANE ammo v: aWEDENNA MIEIONVOE 08.■11114 LCD 0011 080 mu SPEC, wrtsoLoAa pumnyort SHOWCASE. MASTERPIECE, TC200 NO. P -3312 2''' 3 v 3 I STEEL BOX STRUT DETAIL 20 GA. (.038' MINI GALVANIZED HIGH TENSILE STEEL 80 KM MINIMUM YIELD CENTER HINGE DETAIL SHEET METALSCREW (4) RE-O4 r� •sm I 0[V END STI‚ii TRACK INTERIOR LOCK DETAIL 1.78 F SECTION HEIGHT r,.66 LOS J=" =0 = 0 0 0 0 OO I.— PAN. / 0 281 iO 3.19 HORIZONTAL TRACK ANGLE .088 SALE. STEEL HORIZONTAL ANGLE ATTACHED WITH one XS a TRACE SOLTAND WHIZ NUT ! \ O 3 TRACK BRACKET .118 GALV STEEL STRIKE PLATE 1 RP x4112`8.088 LOCK EAR 31'X114. TRACK BOLTAVHIZ NUT &1818 X3AP (2) PER STRIKE PLATE ME MINIMUM SECTION HEIGHT SLIDE LOCK CASE .088 GAL /. STEEL 4� ISO 4. TRACK BRACKET .118 GALO. STEEL ASTRAGAL RETAINER O ~ A80 ALUMINUM HJ F—ae2-N 2110 'I-1 JAMB AND HEADER SEAL FOAMED INC WITH FLEXIBLE PVC FLAP 108E— •82 zE0 i-•""'-1-'2B8 SECTION HEIGHT HARDWARE PLATE EDGE HARDWARE PLATE END STILE .058 OSLO. STEEL 058 GALO. STEEL 043 GALV. STEEL 1.21 .1/ • • BOTTOM RO'LLEF1fRr \4. . CARRIER �--�- „GM GALV. STEEL , TY S o .i' 1111:71".-3A1—.4 �'. STHTE OF CORNER sOT�°CC Op ��'r�� .OBI GALV. _.°.epee' %li.O�P` TOP FIXTURE 088 GALV. STEEL K Lr �43� 0 CENTER HINGE .048 GALV. STEEL BM EDGE HINGE .088 GALV.STEEL 1 HURRICANE TRACK ROLLER 0 7 1.93 R 22 TOP ROLLER CARRIER 118 GALV. STEEL ATTACHED TO TOP FIXTURE WITH (2) TRACK BOLTS MD WHIZ NUTS j 1.00 0 1.81 .44 1.43 �0 0 1880 1.33 25 t L • TRACK .088 GiLLO. STEEL JAMB ANGLE .078 GALV. STEEL 0.88 RETAINING NUT '' / 0.66 0 TRACK BOLT r I3TP a �l'S8fY1Y1,1 ^\1°1.1,1 a SHEET METAL SCREW HEX HEAD LAG SCREW 0 8' WAD NONE Short ay 0*08E0tD .rnaoc+. OD I NOR 110&1623009 ,wNmwiov ono. elan SPEC, WMDLOAD SHOWCASE, MASTERPIECE, TC200 NO. P-3312 13 a 1 I e 04/26/2012 16:38 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES lj 001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2482 RECIPIENT ADDRESS 93056617621 DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT 04/26 16:37 00'18 1 OK Permit No: 11 -858 Job Name: April 26, 2012 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Identify the revisions /changes on the plans by clouding, circling, or highlighting so a review can be completed. If the revisions changed the value of work complete a new substantial improvement work sheet. 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 - 762-4859 3—(1 -, 11021 Permit No: 11 -858 Job Name: April 26, 2012 Miami Shores Viiiage 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 '1) Identify the revisions /changes on the plans by clouding, circling, or highlighting so a review can be completed. If the revisions changed the value of work complete a new substantial improvement work sheet. 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 - 762 -4859 3S' -COCO 1 1(02 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 173527 Permit Number: RC -5 -11 -858 Scheduled Inspection Date: May 29, 2012 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Framing Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT 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- 173408. CREATED AS REINSPECTION FOR INSP- 159708. not ready. NB same comments I( Olc_ ie. Keel 4.eadlov‘ A.-40( May 25, 2012 For Inspections please call: (305)762 -4949 Page 16 of 30 f44rerri4cd- r-oofr rf-AVW 0-e-006414-10 21. (.2")-5-fgeb. • 411/4 wafool A( foirro +-:T,CA6W-rr romv. /It rPom Phmo.--rivam/p11411J0 ram Olt9 45 -to -ele7101.:PNee> flAtVeNc rt-rrai PfiliviA41P-0144-S( tiva40/PAvitt:(fa914:. DAVID WEARNE JOHNSON AA ARCHITECT 7740 SW 104th STREET SUITE 101 MIAMI FL 331 TELEPHONE 305.661.7619 FAX 305.661.7621 CA T P22,wf2 -I� o5-►Pwf1?-iLod I • tw oc . ax.4. 4.411›-d/tetg41---..- vele* Mef w/ 4- 1v1-i0 1v'j S Il� /PI1JIhiGI f-oom toei tAt94 i e 441 rot' Cric?i, w //a to tiffp ` oTo i ce, PAN NacowMMS e Uvttidfei°"MUL( sooM. DAVID WEARNE JOHNSON AIA ARCHITECT 7740 SW 104th STREET SUITE 101 MIAMI FL 331 TELEPHONE 305.661.7619 FAX 305.661.7621 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 173410 Permit Number: RC -5 -11 -858 Scheduled Inspection Date: May 14, 2012 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Footing Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT 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- 173347. Work does not match plans. NB May 11,2012 For Inspections please call: (305)762 -4949 Page 28 of 36 May 10, 2012 Mr. Norman Bruhn Building Official Miami Shores Village Building and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Sotolongo Residence 1249 N.E. 100th Street Permit # RC 511858 Sub Surface Soil Conditions Dear Mr. Bruhn: May this letter serve as a written confirmation that the sub surface soil conditions as inspected is well within the design parameters for the minimum bearing capacity value of 3,000 psf as noted on the permit drawings revision sheet S -1. Respectful) ttibm itted, f David Wearne Johnson AIA Archite'ct ' DAVID WEARNE JOHNSON AIA NCARB P.A. ARCHITECT 7740 SOUTHWEST 104 STREET SUITE 101 PINECREST FLORIDA 33156 TELEPHONE 305 661 8387 FAX 305 661 7621 E -MAIL davidjohnson_aia©bellsouth.ne1 AR0008624 NELCO TESTING AND ENGINEERING SERVICES FIELD DENSITY TEST REPORT Client: All Home Enterprises 18521 SW 92 Avenue Miami, FL. 33157 Date: May 11, 2012 Job: D- 120542 ProNe :; Addition to Residence +� 1249 NE 100 Street, North Miami, Florida PROCTOR DATA FIELD DENSITY TEST RESULTS 10080 Fine Beige Sand 1 103.9 11.3 R `�_►>G ' ri '_ 95t 14.4 �'eetrr?-,' , 12 FIELD DENSITY TEST RESULTS Comments: \IPA Vinayagar M. Balakrishnan Professional Engineer No. 63107 State of Florida 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 1 10080 East Area of Building Slab Final 99.2 14.4 95.5 Pass 2 10080 Center Area of Building Slab Final 99.3 12.0 95.6 Pass 3 10080 West Area of Building Slab Final 99.0 10.2 95.3 Pass 4 10080 North Perimeter of Footing Pad Footing 102.4 13.0 98.6 Pass Comments: \IPA Vinayagar M. Balakrishnan Professional Engineer No. 63107 State of Florida 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 Permit Number: RC -5 -11 -858 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: INS P- 173526 Inspection Date: May 18, 2012 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Window and Door Buck Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT Passe Inspector Comments CREATED AS REINSPECTION FOR INSP- 173406. CREATED AS REINSPECTION FOR INSP- 170669. CREATED AS REINSPECTION FOR INSP- 159706. Filled cells and column inspection must be completed first. Work covered without inspection. NB Same comment Same comments. NB Engineer report received. NB � ,I 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 18, 2012 Page 1 of 1 May 15, 2012 Mr. Norman Bruhn Building Official Miami Shores Village Building. and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Sotolongo Residence 1249 N.E. 100th Street Permit # RC 511858 As -Built Clarifications Dear Mr. Bruhn: May this letter serve as a written clarification to the following item. All of the window and door bucks with the exception of the front door are installed with caulking and the fastening is in compliance with the FBC. Please do no hesitate contacting me should you have any questions regarding these items or if you require further infortion. Res bid, Da\i‘i e4tne Johnson AIA Arc DAVID WEARNE JOHNSON AIA NCARB P.A. ARCHITECT 7740 SOUTHWEST 104 STREET SUITE 101 PINECREST FLORIDA 33156 TELEPHONE 305 661 8387 FAX 305 661 7621 E -MAIL davidjohnson_aia @bellsouth.net AR000862n Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 nspection Number: I NSP- 175472 Permit Number: RC -5 -11 -858 Inspection Date: July 06, 2012 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Spot Survey Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT Inspector Comments 0 � 7An- Passed 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 July 06, 2012 Page 1 of 1 F.I.P. 5/8" NO I.D. 03 N 0 LOT 3, BLOCK 1 F.I.P. 5/8° NO I.D. 0.6.E,1.21%1 S.I.R. 1/2" LB #6135 (75.00') FENCE,0.7'S,0.5'E 0 w 0 J 0 Z I- 0 Z 75.00' tt• `• ` (25.0b'r' -I tri N Ivo 110.0' 2 7.23 O 7.72 8 4'§g! REBAR(5)• :i. AEBAR(3 to tri N 5' U.E. 7.11 / WEST 50.00' OF LOT � BuLnO�C�nK 11 ON BLOCK 3' # '^ FOOTER *.f ••t(TYPICAL) 40.6• ., . ' REBAR(8)1 ' ; • ' • REBAR(3) 4• :+ ', •a ., CONCRETE • LOT 2, BLOCK 1 F.I.P. 5/8" NO I.D. S.I.R. 1/2" 0 7'E,1.7N • t� `LB 135 (Sa.aO) -1-'171‘-' 50.0 0') 7758 Q tC) N • 17.9' 40.6' 2nd STORY FINISH FLOOR ELEVATION = 16.75 N t[) N C: FENCE,0.SE 4.6' O CO 7.30 CO F- 0 J �L) 0 N ;2a a Z 0u,a 20.1' 2 STORY RESIDENCE #1249 COVERED ENTRY 20.5' 14.4' m m FINISH FLOOR ELEVATION = 9.31 F.I.P. 5/8° NO I.O. 0.6'E,0.9•� (75.00')} 175.00'(P) A Pe /4r/ONj)i5CA7P77oN. N AIR CONDITIONER CENTERLINE F.I.P. FOUND IRON PIPE I.D. IDENTIFICATION LB LICENSED BUSINESS {M} FIELD MEASUREDNERIFED N A V. D. NORTH A M ER I CA N VERTICAL DATUM MG V.D. NATIONAL GEODETIC VERTICAL DATUM OHL OVERHEAD UTILITIES P-K PARKER KYLON NAIL PSM PROFESSIONAL SURVEYOR MAPPER RIW RIGHT OF WAY SLR SET IRON ROD 9.9' to N 6.81 WALK 6.79 6.26 14.4' FENCE,1.1'S,0.5'W 0 rn 10.1' 5:0'IUl I n 6.81 \6.841 0) N co ui 0 W w I- 0 O O W I- U) U) w J ..FENCE,0.0'E U 0 10.1' m ri 1- 0 J 73 F.I.P. 5/8° NO I.D. 0.7'E,1.7•N (50.00') 5.53 S.I.R. 1/2" LB #6135 75.00' 5.95 S.I.R. 1/2° LB #6135 N.E. • ° 100th STREET 60' R/W (ASPHALT) 1. LEGAL DESCRIPTION PROVIDE BY CLIENT 2 NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OFABSTRACTING 71TLE WAS PERFORMED BY THIS OFFICE 3. NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY 4. ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED 5.52 w 0 z 0 0 20 0 10 20 GRAPHIC SCALE (In Feet) 1 inch = 20 ft. OO /G /NA T/O N f, LNG f /I ` //1AX M1AM1 -0ADE�� COUNTY BRASS DISK (32505), 8-62 N.G.D. 1929 ELEVATION =8.65 LOCAT/ONMAP NOTMSCALE LiGAt Dr.. crP7 /ON,• THE EAST 25 FEET OF LOT 5, AND THE WEST 50 FEET OF LOT 6, BLOCK 1, GORDON SHORES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 45, PAGE 8, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. lEWf #: --- NO I.D. 75.10'(M) PROBED Miami Shores Village ZONING DEP BLDG DEPT Certified To: SERGIO D. SOTOLONGO; NORTH AMERICAN TITLE COMPANY; FIRST INTERNATIONAL TITLE; FIRST AMERICAN TITLE INSURANCE COMPANY; JP MORGAN CHASE & COMPANY, its successors and/or assigns. Properly Address: 1249 NE 100TH ST MIAMI, FL 33138 TARGET SURVEYING, INC. JOB NUMBER 164243 Field Work 12/8/2010 DAIS orn 76 SUBJECT 10 CGD,IPI.IANCE WI PH ALL FEU 'E; c,,_ STATE AND CC-134,Y rib LES ArND REGULATIONS ef145/ON5 1. ADDED TOPOGRAPHY WITH FINISH FLOOR ELEVATIONS AND ORIGINATION BENCHMARK... 7- 18.2011 2 ADDED CONCRETEAND REBARS TO REAR OF BUILDING . . 5-16 -2012 3. MOVED TIES TO REFLECT DISTANCE FROM REBARS FOR COLUMN CONSTRUCTION TO PROPERTYLINE... 6-22-2012 F--.00D ZONE: X/AE OM�IUNITY 120652 L ;6306 SUFFUG L Clyde ®: McNeal PSM #2883 THIS SURVEY'S NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OFA FLORIDA LICENSED SURVEYOR AND MAPPER Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 173528 Permit Number: RC -5 -11 -858 Scheduled Inspection Date: July 17, 2012 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Tie Beam Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT 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 - 173472. July 16, 2012 For Inspections please call: (305)762 -4949 Page 8 of 27 July 3, 2012 Mr. Norman Bruhn Building Official Miami Shores Village Building and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Sotolongo Residence 1249 N.E. 100th Street Permit # RC 511858 REF: Rear Covered PatioTie Beam and Column Inspection Dear Mr. Bruhn: May this letter serve as a written notification that the above referenced item was inspected by my office as was in compliance with the approved construction documents and the FBC. Please do not hesitate contacting me should you have any questions regarding the above or if you require further information. /° RespectfL Uy subr ted, David Wearne Johnson AIA Architect, DAVID WEARNE JOHNSON AIA NCARB P.A. ARCHITECT 7740 SOUTHWEST 104 STREET SUITE 101 PINECREST FLORIDA 33156 TELEPHONE 305 661 8387 FAX 305 661 7621 E -MAIL davidjohnson_aiaWbellsouth.net AA000e624 a July 6, 2012 Mr. Norman Bruhn Building Official Miami Shores Village Building and Zoning Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 Sotolongo Residence 1249 N.E. 100th Street Permit # RC 511858 REF: Rear Covered Patio Tie Beam and Column Concrete Pour Dear Mr. Bruhn: May this letter serve as a written notification that in referenced to the above item my office was in attendance for the pour and was in complete compliance with the intent of the approved construction documents and the FBC. Please do nothsitate contacting me should you have any questions regarding the above or if you require further information. Respe y �tfGl1- '�i:,l britted; David Wearne Johnson ALA Architect' DAVID WEARNE JOHNSON AIA NCARB P.A. ARCHITECT 7740 SOUTHWEST 104 STREET SUITE 101 PINECREST FLORIDA 33156 TELEPHONE 305 661 8387 FAX 305 661 7621 E -MAIL davidjohnson_aia@bellsouth.net AR0008624 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 159702 Permit Number RC- 5- 11-858 Scheduled Inspection Date: July 18, 2012 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Slab Work Classification: Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments INTERIOR REMODELING AND WINDOW REPLACEMENT Inspector Comments Passed Failed 3-re Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. July 17, 2012 For Inspections please call: (305)762 -4949 Page 1 of 29 NELCO TESTING AND ENGINEERING SERVICES FIELD DENSITY TEST REPORT Client: All Home Enterprises 18521 SW 92 Avenue Miami, FL. 33157 Date: May 11, 2012 Job: D- 120542 'roj c N Addition to Residence ' a 1249 NE 100 Street, North Miami, Florida PROCTOR DATA N'1.ELD DENSITY TEST RESULTS }y g4R $ i F 1 10080 East Area of Buildin: Slab Final 10080 14.4 95.5 Pass Fine Beige Sand -- — 10080 Center Area of Buildin: Slab 103.9 11.3 12.0 t $ it r) - : 95 z t: ,t�t 10.2 12 N'1.ELD DENSITY TEST RESULTS Comments: \tma Vinayagar M. Balakrishnan Professional Engineer No. 63107 State of Florida 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 }y g4R $ i F 1 10080 East Area of Buildin: Slab Final 99.2 14.4 95.5 Pass 2 10080 Center Area of Buildin: Slab Final 99.3 12.0 95.6 Pass 3 10080 West Area of Building Slab Final 99.0 10.2 95.3 Pass 4 10080 North Perimeter of Footing Pad Footin: 102.4 13.0 98.6 Pass Comments: \tma Vinayagar M. Balakrishnan Professional Engineer No. 63107 State of Florida 13370 S.W. 131 Street, Suite 105, Miami, FL. 33186 (305) 259 -9779 PEST CONTROL, INC. NOTICE OF TERMITE PROTECTIVE TREATMENT As REQUIRED BY FLORIDA BUILDING CODE (PBC) 104.2.6 As PER 104.2.6 -IF SOIL CHEMICAL BARRIER METHOD FOR TERMITE PREVENTION IS USED, FINAL EXTERIOR TREATMENT SHALL BE COMPLETED PRIOR TO FINAL BUILDING APPROVAL. DATE OF TREATMENT: TIME OF TREATMENT: IN 6 0 APPLICATO ALL OUT W BUILDER NAME: tiv `Y✓ TREATMENT ADDRESS: f 2 JAI 1°1 16D 57 ; JOB #: LOT: BLOCK: UNIT: SPRAY ONLY SPRAY # RESIDENTIAL' COMMERCIAL CHEMICALi�"Y ' b 10 PC'A ' 0 5 - % MONOLITHIC At 5t) S/F L/F 14,5 GALLONS STEMWALL SF STAGE OF TREATMENT (HORIZONTAL, VERTICAL, ADJOINING SLAB, RETREAT OF DISTURBED AREA) PERIMETER TREATMENT % GALLONS TIME OF TREATMENT: APPLICATOR: CHEMICAL: DATE OF TREATMENT: L/F 00 TATE ROAD 7 PLANTATION, FLORIDA 33317 954 -584 -8588 1 -800- 749 -8588 FAX: 954 -584 -6117 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 111\g&T-PILCKkP PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: : I 47Z // a 5 9en, City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: County: RECEIVED JUL 10 2012 BY FBC 20 Permit No.I ?S'Y Master Permit No. ROOFING Miami Dade Zip:j3313S-. OWNER: Name (Fee Simple Titleholder : " l t 0 9 ®'' ® Phone #130 ,72dh/ ICS" Address: City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 292--- Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ y Sq e /Linear' Footage of Type of Work: DAddition DAlteration ^UNew, ORepair/R-ep`laee ®Demolition Description of Work: � " Color thru tile: * * * * * * * * * * * * * * * *** * * ****** ********** *** Fees**** ******** **+ x**** x: **m***** *****m******* *** Submittal Fee $ Permit Fee $ 35 - CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ 1/(00 • 00 TOTAL FEE NOW DUE $ 1 CI c> 03 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 A}FIDAVIT: 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 approv'd and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of frivii , 20 9?&by "� w i c iG� who is erso ally known to me or who has produced As identification and who did take an oath. NOTARY UBLIC: /0 sass •� , "•a . — ,, HENRY J. BENDHEIM Sign: / P„ Print: My Commission Expires: b 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: ride M Comm. Tres De r 12 Commission # DO 815030 Bonded Through National Notary Assn. I Sign: Print: My Commission Expires: *** *********** ** **+ x* ********** * * **=is*********=k:x+u**** : ** *********** *****x:***** *x ******** *******>i: **** *** * ****** APPROVED BY \77 �� 7,4-6-//e. Plans Examiner Structural Review (Revised 3 /12 /2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk DECo TRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257 -1910 Fax: (305) 257 -1911 www.decotruss.corn WARNING: Extreme Care is required in Handling, Erecting'', and Bracing Trusses. Refer to TPI's "HIB -91 Summary Sheet", which is attached, to the engineering package. BUILDING DESIGNER ARCHITECT or ENGINEER of Recorded) It is your responsibility to determine that the dimensions confa m to the architectural plans and all loads utilized herein meet or exceed the actual Dead Loads Specified and /or imposed on your structure, and Live Loads imposed by The Building Code. PERMANENT BRACING shall be designed and specified by the building designer for the structural safety of the building. It shall be the responsibility of the building designer to indicate size, location and attachments for all permanent bracing as required by design analysis. The design and location of all bracing shall be such that they work together with other structural parts of the building (such as shear walls, portal frames, bearing walls, columns, beams etc.) to achieve total structural integrity Permanent Bracing includes and is not limited to The Top Chord Plane, The Bottom Chord Plane and The Web Member Planes. The Anchoring / Strapping of trusses to walls, beams, ledgers etc., shall be the responsibility of The Building Designer. Truss to Truss Connections shall be The Responsibility of The, Truss Manufacture. (Refer to Documents ANSI/TPI -95 & WTCA -95 for further information) TRUSS ERECTOR / INSTALLER (Builder) The proper and safe erection of all the trusses is exclusively your responsibility. You are cautioned to seek professional advice regarding the Erection / Installation and Bracing, which is ALWAYS required to prevent toppling and dominoing. Top Chord, Bottom Chord and Webs shall be adequately braced, as per the attached HIB-91 Summary Sheet. You are also responsible to refer to the Truss Placement Plan and The Engineering when erecting Trusses, to insure proper placement. Not all trusses are symmetrical in loading and/or design. Proper Placement and/or direction are always required. Check all Flat Truss to insure they are not installed UPSIDE DOWN. Never cut or alter trusses in anyway. Never concentrate Building Materials, such as Plywood or Blocks on installed Trusses. Alterations to Trusses: 'The act of cutting or attaching any item that the truss was not originally designed for" Trusses cannot be altered from the attached engineering designs, with out proper re- designing by a Florida Registered Engineer. We highly recommend to our customers to use our engineer, however to our knowledge there is no code that states you must use the engineer, who sealed the truss engineering and layout. However, it is of the utmost importance that, any Florida Registered Engineer who takes the task of designing repairs to trusses, should be extremely knowledgeable, not only in structural designs but also have experience designing trusses. Should any alterations be made to our design or manufactured item, the engineer, contractor and homeowner waive all warranties and liabilities by Deco Truss Company, Inc., its officers and engineer. All future, questions regarding said structure and warranties will be held by the persons whom redesigned said trusses and altered them. ALWAYS REFER TO THE ATTACHED HIB -91 Summary Sheet rr TRUSS COMPANY, INC. Trusses & Building Materials Re : 7641: ADDITION: Deco Truss Company, Inc. 13980 SW 252nd ST Miami, FL 33032 Tel: (305) 257 -1910 Fax: (305) 257 -1911 Site Information: Project Customer: All Homes Job Name : ADDITION: SOTOLONGO Lot/Block: Subdivision : Site Name: 1249 NE 100.ST.,MIAMI Site Address: St: Zip: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2007/ TPI2002 Design Program: 7.34 Mar 28 2012 Roof Load: Wind Code: Components/Cladding ASCE 7 -05 Wind Speed: 146 mph 55.00 Floor Load: N/A This package includes 8 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15- 31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Date Truss ID# Seal# 1 06/14/12 Al A0001821 2 06/14/12 A2 A0001622 3 06/14/12 AG3 A0001623 4 06/14/12 CJ9 A0001624 5 06/14/12 J1 A0001625 6 06/14/12 J3 A0001627 7 06/14/12 J5 8 06/14/12 J7 SH DAVID SINE JOHNSON fA ARCHITECT 7740 S.W. 104th STREET, SUITE 101 MAMI, FLORIDA 33156 R-AWING DOCUMENT REVIEW FURNISH AS SUBMITTED ❑ REVISE AND RESUBMIT ❑ REJECTED ❑ FURNISH AS CORRECTED ( Corrections or comments made on the shop drawings during this I review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of the general Conformance with the design concept of the project • and general compliance with the information given in the contract documents. The contractor is responsible for: Confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his or her work with that of all other trades; and erfor safe and satisfactory banner. p g all work in a The seal on this index sheet indicates acceptance of professional engineering responsibility solely for the truss design drawings listed above and attached. Truss Design Engineer's Name: Mahmound Zolfaghari P.E. License Number* 36921 Address: 13901 SW 108 Ave, Miami, FL 33176 NOTE: The suitability and use of each component for any particular building is the responsibility of the Building Designer, per ANSI/TPI 1 -1995 Section 2. Page 1 of 1 o/70.77 Engineers-Name Date Job 7641 Truss Al Truss Type COMMON Qty 13 Ply 1 SOTOLONGO (JI) A0001621 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 4-11 -8 4-11 -8 3.00112 9-11 -0 4-11 -8 7.340 s Mar 28 2012 MiTek Industries, Inc. Thu Jun 14 15:49:23 2012 Page ID:m08SzPgUo62uTOwgOKwNU7zdLJm _ aS14JBcTXyiEpWgV5tj65yoscmg112IHSwydz6Kow 14 -10-8 19 -10-0 4-11 -8 4 -11-8 4x4 4 Scale: 3/8 " =1' 5x7 = 1 -10-0 9 -11-0 1 -10-0 I 8-1 -0 Plate Offsets (X,Y): 11:0-3-11,Edgel, [7:0-3-11,Edgel, [8:0.4- 0,0 -3-0] 5x8 = 18-0 -0 5x7 = 8-1-0 19 -10-0 1 -10-0 LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Ina YES Code FBC2007/TPI2002 CSI TC 0.86 BC 0.65 WB 0.52 (Matrix) DEFL in (ioc) I/defl Ltd Vert(LL) -0.46 1-8 >495 360 Vert(TL) -0.81 1-8 >286 240 Horz(TL) 0.08 7 We n/a PLATES GRIP MT20 244/190 Weight: 84 lb FT = 0% LUMBER TOP CHORD 2x4 SP No2D BOT CHORD 2x4 SYP M 31 WEBS 2x4 SP No2ND SLIDER Left 2x4 SP No.2ND 1 -9-15, Right 2x4 SP No.2ND 1 -9-15 REACTIONS (lb /size) 1= 1054/0 -8-0 (min. 0 -1-8), 7 =1054/0 -8-0 (min. 0-1-8) Max Uplift1 =784(LC 2), 7 =784(LC 2) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1 -2= 3107/2403, 2- 9=- 3048/2409, 3-9=- 3027/2414, 3-10= 2216/1549, 4-10= 2152/1555, 4-11= 2152/ 1555, 5-11= 2216/1549, 5-12= 3027/2414, 6-12= 3046/2409, 6-7=-3107/2403 BOT CHORD 1-13=-2261/2963, 8-13= 2261/2983, 8-14=-2261/2963, 7 -14= 2261/2983 WEBS 4-8= 2981621, 5- 8-940/974, 3.8= 940/974 BRACING TOP CHORD Structural wood sheathing directly applied or 2 -7-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-0-7 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 146mph (3- second gust); TCDL =5.0psi; BCDL= 5.0psf h =19It; Cat. II; Exp C; enclosed; C-C Exterior(2) 0.4-0 to 3-4-0, Interior(1) 3-4-0 to 6 -11-0, Exterior(2) 8-11 -0 to 9 -11-0, Interior(1) 12-11-0 to 16-6-0; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 784 lb uplift at joint 1 and 784 lb uplift at joint 7. 4) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 5) "Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Mahmound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 tINN Miami, Florida 33176 Phone 305- 253 -2428 Fax 305- 23D --124b Florida Professional florin Idealise Nil 36921 SpAorki wools:mit eattts ti 630 Job Truss Truss Type Qty Ply SOTOLONGO (JI) A0001622 7641 A2 HIP 2 1 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 4-6-0 4-6-0 3x7 2 12 3.00112 1.5x4 3 13 9-0-0 4-6-0 4x4 4 7.340 S Mar 28 2012 MiTek Indusmes, Inc. 1 hu Jun 14 15:02:05 2012 1'age I D:m08SzPgUo62uTOwgOKwNU7zd LJm- EkFY4j8DKJ7? 87BfJZ ?sHHpdVAvcd26vzUiVeEz6KmO 10 -10-0 15-4 -0 I 19 -10-0 1 -10-0 4-6-0 4-6-0 4x4 = 5 1.5x4 14 15 7 3x7 Scale = 1:32.7 3x4 = 16 5x7 = 1 -10-0 1 -10-0 Plate Offsets (X,Y): [1:0- 3- 11,Edge], [8 :0- 3- 11,Edge] 9-0-0 11 10 9 3x5 3x6 = 3x5 7 -2 -0 10-10-0 I 1 -10-0 18-0 -0 17 _3x4 = 5x7 7 -2-0 19 -10-0 1 -10 Ia LOADING(psf) TOLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.89 BC 0.65 WB 0.40 (Matrix) DEFL in (loc) Vdefl Lid Vert(LL) -0.46 1 -11 >504 360 Vert(TL) -0.78 1 -11 >296 240 Horz(TL) 0.08 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 85 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.2D *Except* T2: 2x4 SP No.2ND BOT CHORD 2x4 SYP M 31 WEBS 2x4 SP No2ND SLIDER Left 2x4 SP No.2ND 1 -7 -1, Right 2x4 SP No.2ND 1 -7 -1 REACTIONS (lb/size) 1= 1054/0 -8-0 (min. 0 -1-8), 8= 1054/0.8 -0 (min. 0-1-8) Max Upliftl =- 848(LC 2), 8- 818(LC 2) BRACING TOP CHORD Structural wood sheathing directly applied or 2 -10-13 oc puffins. BOT CHORD Rigid ceiling directly applied or 4 -9-12 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES (lb) - Max. Comp/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3123/2675, 2 -12= 3060/2683, 3-12= 3050/2685, 3-13= 2353/1829, 4-13= 2296/1838, 4-84-2245/1849, 5.14=- 2296/1838, 6-14= 2353/1829, 6-184-3050/2685, 7-15=-3060/2683, 7-8=-3123/2675 BOT CHORD 1 -16= 2526/ 2977,11 -18-2526/ 2977,10 -11 =1600/ 2245, 9-10= 1600/2245, 9-17=-2526/2977, 8-17 =2526/2977 WEBS 3-11 =- 810/955, 4-11= 135/280, 5-9 =135/280, 6-9=- 810/955 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h=19ft Cat. II; Exp C; enclosed; C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 4-9-1, Exterior(2) 4-9-1 to 15 -0-15, Interior(1)15 -0-15 to 16 -6-0; cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 848 lb uplift at joint 1 and 848 lb uplift at joint 8. 5) This truss has been designed for a moving concentrated load of 200.OIb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) "Pin all pitchbreaks° Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Mahrnound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 .hNf.. Miami, Florida 33176 Phone 305 - 253.2428 F .105.233 -4240 Florida Professional E grins License Nor 36921 Job Truss Truss Type Qty Ply SOTOLONGO (JI) A0001623 7641 AG3 HIP 2 1 Job Reference (optional) _ DECO TRUSS COMPANY INC., Princeton, FL 33032 7-0-0 7-0-0 3.00112 5x5 = 2 7.340 s Mar 26 2012 MI I ek Indusffles, Inc. 1 Ylu Jun 14 1 b:53:34 2012 Pege I D:m08SzPgUo62uTOwgOKwN U7zdLJm- 7s7Bm8D2MfLNJpVm 116k02 ?g12C8zMS ?QrliHaz6la? 12 -10-0 19 -10-0 5-10 -0 7-0-0 5x8 = 3 Ti �� , T1 1 16 17 4x8 7 -0-0 7 7 -0-0 3x4 6 6x6 = 12 -10-0 5 2x4 I I 5-10 -0 Scale = 1:32.4 18 19 4 4x8 19 -10-0 7-0-0 a N Plate Offsets (X,Y): [2:0- 2- 8,0- 2- 12],[3:0 -5- 12,0 -3. 0],[7:0 -1- 12,0 -1-8] LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress !nor NO Code FBC2007/TPI2002 CSI TC 0.93 BC 0.99 WB 0.18 (Matrix M) DEFL in poc) 1 /deft L/d Vert(LL) 029 5-7 >779 360 Vert(TL) -0.36 5-7 >629 240 Horz(TL) 0.07 4 n/a n/a PLATES GRIP MT20 244/190 Weight 103 lb FT = 0% LUMBER TOP CHORD 2x6 SYP No.2 `Except* T2: 2x6 SYP M 26 BOT CHORD 2x6 SYP No.2 WEBS 2x4 SP No.2ND BRACING TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 3-11 -5 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS (lb /size) 1= 1654/0 -8-0 (min. 0- 1 -15), 4 =1654/0 -8-0 (min. 0 -1 -15) Max Uplift1- 1385(LC 2), 4=-1385(LC 2) FORCES (Ib) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-4383/3720, 2- 3=- 4221/3667, 3-4=- 4369/3711 BOT CHORD 1- 16=1675/1974,1 -17- 3498/4174, 7 -17= -3496/ 4174, 6-7=-3510/4207, 5-6=-3510/4207, 5-18= 3487/4161, 4-18= 3487/4161 WEBS 2-7=-260/646, 3-5=- 254/694 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-05; 148mph (3- second gust); TCDL= 5.0psf BCDL= 5.Opst h =19ft; Cat. II; Exp C; enclosed; C-C Exterior(2); cantilever left and right exposed ; Lumber DOL =1.33 plate grip DOL =1.33 3) Provide adequate drainage to prevent water ponding. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1385 lb uplift at joint 1 and 1385 lb uplift at joint 4. 5) This truss has been designed for a moving concentrated load of 200.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) Girder carries hip end with 7-0-0 right side setback, 7-0-0 left side setback, and 5-6-0 end setback. 7) "Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 lb down and 450 lb up at 12 -10-0, and 513 lb down and 450 lb up at 7 -0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.33, Plate Increase=1.33 Uniform Loads (pit) Vert 2- 10 -90, 2- 3=154(F -64), 3-14= 90,1 -7 =20, 5- 7- 34(F =14), 45 -20 Concentrated Loads (Ib) Vert: 7=513(F) 5- 513(F) Mahmound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 ' . Miami, Florida 33176 Phone 305- 253 -2428 Fax ,,U5- 733-12'+b Florida Professional Engineering g� _License Net 692l Special Ti ►P1?1' f ±t ism Nisi 636 Job 7641 Truss CJ9 Truss Type MONO TRUSS Qty 4 Ply 1 SOTOLONGO (JI) A0001624 Job Reference (optional) -DECO TRUSS COMPANY INC., Princeton, FL 33032 1 ID: m08SzPgUo62uwgOKwNU7zdLJm- 4tPVbiUHtcSdooSl T0 7bz7c_le zkJLOGJLOyDWYz6KjN 6-2 -15 9 -10-13 3-7-14 6-2-15 1.5x4 II 3 4 6-2 -15 9 -10-13 3x4 = 6-2 -15 3-7 -14 Scale = 1:18.1 Plate Offsets (X,Y): (1:0- 1- 10,Edpej, [1:0-0-3,Edgel LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2 -0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr NO Code FBC2007/TPI2002 CSI TC 0.75 BC 0.81 WB 0.18 (Matrix -M) DEFL in (do) Udefl L/d Vert(LL) -0.11 8 >999 360 Vert(TL) -0.16 8 >714 240 Horz(TL) 0.02 1 n/a n/a PLATES GRIP MT20 244/190 Weight 40 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.2ND BOT CHORD 2x4 SP No.2ND WEBS 2x4 SP No.2ND WEDGE Left: 2x4 SP No.2ND REACTIONS (lb /size) 6= 552/0 -2-8 (min. 0 -1-8), 1= 537/0 -11 -5 (min. 0-1 -8) Max Horz1= 230(LC 2) Max Uplifl6- 624(LC 2), 1=- 499(LC 2) FORCES (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=-81/526, 1-2=-588/579, 3-6= 282/363 BOT CHORD 1 -164-538/64, 1-7=-687/562, 7- 164- 687/562, 8.164- 687/582 WEBS 2- 6-593/725 BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-2 -11 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf; h =19ft; Cat. II; Exp C; enclosed; C-C Exterlor(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 6. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 624 lb uplift at joint 6 and 499 lb uplift at joint 1. 4) This truss has been designed for a moving concentrated load of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads: 5) "Pin all pitchbreaks" Member end fusty model was used in the analysis and design of this truss. 6) Hahger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 36 lb down and 37 lb up at 1-5-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Regular. Lumber Increase =1.33, Plate Increase =1.33 Uniform Loads (pif) Vert 1- 13=30, 9- 13 -90, 8 -10=20 Concentrated Loads (lb) Vert: 14=36(F) Trapezoidal Loads (pif) Vert: 9=- 0(F =90)- to-3= 169(F =79), 3=-169(F=79)-to-4=176(F=86), 10 =0(F =20 )-to- 5=40(F =20) Marrnound Zoliaghan, P.E. Consulting Engineers 13901 S.W. 108 live Miami, Florida 33176 Phone 305- 253 -2428 Fax .,O5- 2,3 >-1.2 +8 Florida Professional Engineering License No 36921 Sim am.motar treense r3 636 Job Truss Truss Type Qty Pty SOTOLONGO (JI) 7641 J7 MONO TRUSS 8 1 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 1 7.340 s Mar 28 2012 MTek Industries, Inc. Thu Jun 1415:58:22 2012 Pagge I D: m08SzPgUo62uTOwgOKwNU7zdLJrn- hGX3CdllX8dWs3W6vEGG3nw2g8XsSedOfeWyNtz6KgV 7 -0-0 7 -0-0 9 2.5x6 1-6-0 +• II 10 11 Scale = 1:13.6 Plate Offsets (X,Y): 11:0- 2- 7,Edge], (1 :0- 0- 4,Edge] LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/T'PI2002 CSI TC 0.92 BC 0.84 WB 0.00 (Matrix-M) DEFL in (loc) I/defl Lid Vert(LL) 0.17 3-8 >479 360 Vert(TL) -0.20 3-8 >410 240 Horz(TL) -0.05 2 n/a n/a PLATES GRIP MT20 244/190 Weight 23 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.2ND BOT CHORD 2x4 SP No.2ND WEDGE Left 2x4 SP No.2ND REACTIONS (lb /size) 2= 200/0 -1-8 (min. 0 -1-8), 3=76/0 -1-8 (min. 0-1-8), 1=487/0-8-0 (min. 0-1-8) Max Horz1 =255(LC 2) Max Uplift2- 319(LC 2), 3= -42(LC 2), 1=-519(LC 2) Max Grav2 =200(LC 1), 3=254(LC 9),1=487(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (b) or less except when shown. TOP CHORD 1 -1- 129/378 BOT CHORD 1-10=-368/67 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 2 -2-0 oc purtins. Rigid ceiling directly applied or 8-1-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL =5.0psf, BCDL =5.0psf, h =19ft; Cat. II; Exp C; enclosed; C-C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 lb uplift at joint 2, 42 lb uplift at joint 3 and 519 lb uplift at joint 1. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 5) This truss has been designed for a moving concentrated load of 200.0lb live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 8) "Pin all pitchbreaks° Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Mahmound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 tip.. Miami, Florida 33176 Phone 305- 253 -2428 Fax ,U5- 23 -124b Florida Professional Engineering License No 36921 spolot fttfvteftli. E+88figE NH 818 Job Truss Truss Type Qty Ply SOTOLONGO (JI) 7641 J5 MONO TRUSS 8 1 Job Reference (optional) DECO TRUSS COMPANY INC., Princeton, FL 33032 1 7.340 s Mar 28 2012 MiTek Industries, Inc. Thu Jun 14 15:57:42 2012 Page ID: m08SzPgUo62uTOwgOKwNU7zdLJm- sa6xpxDcysb63wSQZrYuRLGLTOzL4YjVSQgq _Cz6Kh7 5-0-7 5-0-7 2 Scale = 1:10.5 Plate Offsets (X,Y): [1:0 -0-11 ,Edge], [1:0- 0- 4,Edge] LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Incr YES Code FBC2007/TPI2002 CSI TC 0.37 BC 0.47 WB 0.00 (Matrix -M) DEFL in (ion) Udefl Vert(LL) -0.05 4 >999 Vert(TL) -0.05 4 >999 Horz(TL) -0.01 2 n/a L/d 360 240 n/a PLATES MT20 GRIP 244/190 Weight 17 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.2ND BOT CHORD 2x4 SP No.2ND WEDGE Left: 2x4 SP No.2ND REACTIONS (lb /size) 2= 118/0 -1-8 (min. 0 -1 -8), 3= 45/0 -1-8 (min. 0 -1-8), 1=364/0-8-0 (min. 0-1-8) Max Horz1= 180(LC 2) ■Max Uplifl2=- 210(LC 2), 3=-38(LC 2), 1 - 375(LC 2) Max Grav2 =11 B(LC 1), 3= 230(LC 5), 1= 445(LC 4) FORCES (lb) - Max. Comp/Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1- 9247/301 BOT CHORD 1 -10=- 303/20 BRACING TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 ac bracing. NOTES 1) Wind: ASCE 7-05; 146mph (3- second gust); TCDL= 5.0psf; BCDL= 5.0psf, h =19ft; Cat II; Exp C; enclosed; C-C Exteri DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 2, 38 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 5) This truss has been designed fora moving concentrated load of 200.0lb live located at all mid panels and at all panel nonconcurrent with any other live loads. 6) Tin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard 6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. or(2); cantilever left exposed ; Lumber lb uplift at joint 3 and 375 lb uplift at joint 1. points along the Bottom Chord, iviahrnound Zolfaghari, Consulting Engineers 1 3901 S.W. 108 poi,. Miami, Florida 33176 Phone 305 - 253 -2428 Fax .,05-23--t203 Florida Florida Professional Engineering License No. 36921 rgeomm 't . ', ttit t vottF't N ?Mc Job Truss Truss Type Qty Ply SOTOLONGO (JI) A0001627 7641 J3 MONO TRUSS 8 1 Job Reference (optional) . DECO TRUSS COMPANY INC., Princeton, FL 33032 7.340 s Mar 282012 Mir ax Inousmes, Inc. I nU JUn 14 ,o:cti:by 2012 Page I D:m08SzPgUo62uTOwgOKwNU7zd LJm-dl OhnEie4eAHPJg9YJHpCH ,yRgJIV64AZEw3yBz6Kho 3-0-7 3-0-7 Scale =1:8.1 2 2x8 II Plate Offsets (X,Y): [1:0- 3- 15,0 - 0-10], [1:0.0- 4,Edge] LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber Increase 1.33 Rep Stress Ina' YES Code FBC2007/TPI2002 CSI TC 0.58 BC 0.44 WB 0.00 (Matrix) DEFL in (loc) Udefl L/d Vert(LL) -0.02 1 -3 >999 380 Vert(LL) -0.03 1 -3 >999 240 Horz(TL) -0.00 2 n/a n/a PLATES GRIP MT20 244/190 Weight; 11 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.2ND BOT CHORD 2x4 SP No.2ND WEDGE Left 2x4 SP No.2ND REACTIONS (lb /size) 2= 119/0 -1-8 (min. 0 -1-8), 3=26/0-1 -8 (min. 0-1-8), 1= 145/0 -8-0 (min. 0-1-8) Max Horz1= 120(LC 2) Max Uplif 2 — 210(LC 2), 1=- 162(LC 2) Max Grav2 =119(LC 1), 3=226(LC 5),1 =266(LC 4) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7-05; 148mph (3- second gust); TCDL =5.0psf; BCDL =5.0psf; h =19ft; Cat. II; Exp C; enclosed; C-C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 3. 3) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 210 lb uplift at joint 2 and 162 lb uplift at joint 1. 4) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 5) This truss has been designed for a moving concentrated Iced of 200.01b live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 6) "Pin all pitchbreaks" Member end fixity model was used In the analysis and design of this truss. LOAD CASE(S)Standard Mahrnound Zolfaghari, P.E. Consulting Engineers 13901 S.W. 108 Av.. Miami, Florida 33176 'hone 305- 253 -2428 Fax . O5- 23� --24b; Florida Professional Engineering ',iu pe No, 3692l 7,necia.l Ins tHt 44 $"/la k 6 Job 7641 Truss J1: Truss Type MONO TRUSS Qty 8 Ply 1 SOTOLONGO (JI) A0001626 Job Reference (optional) .DECO TRUSS COMPANY INC., Princeton, FL 33032 1 I D: m08SzPgUo62uTOwgOKwNU7zdUm- 5PTMjKucs3kotO2H6ka5_9jbEgU BJoUJ9J B06az6Kir 1-0-7 1-0-7 3.00 12 4 2x5 1 -0-7 1-0-7 3 Scale =1:6.0 LOADING(psf) TCLL 30.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.33 Lumber increase 1.33 Rep Stress Ina' YES Code FBC2007/TPI2002 CSI TC 0.18 BC 0.24 WB 0.00 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) 0.00 1 n/r 180 Vert(TL) -0.00 1 n/r 120 Horz(TL) 0.00 n/a n/a PLATES GRIP MT20 244/190 Weight 4 lb FT = 0% LUMBER TOP CHORD 2x4 SP No.2D BOT CHORD 2x4 SP No.2ND REACTIONS (lb /size) 3= 13/0 -1-8 (min. 0 -1 -8), 2= 132/0 -1-8 (min. 0-1-8) Max Horz3=- 882(LC 4), 2 =862(LC 4) Max Uplift3- -86(LC 2), 2= 279(LC 2) Max Grav3= 213(LC 5), 2= 253(LC 4) FORCES (Ib) - Max. CompiMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1- 2= 701/897 BOT CHORD 1- 4= 862/703, 3-4= 862(703 BRACING TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-4-0 oc purlins. Rigid ceiling directly applied or 5-11 -1 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES 1) Wind: ASCE 7 -05; 146mph (3- second gust); TCDL= 5.Opsf; BCDL= 5.Opsf; h =19ft; Cat II; Exp C; enclosed; C-C Exterior(2); cantilever left exposed ; Lumber DOL =1.33 plate grip DOL =1.33 2) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 3, 2. 3) Provide mechanical connection (by others) of truss to bearing plate capable of wIthstanding 86 lb uplift at joint 3 and 279 lb uplift at joint 2. 4) Non Standard bearing condition. Review required. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joints) 2. 6) This truss has been designed for a moving concentrated load of 200.0Ib live located at all mid panels and at all panel points along the Bottom Chord, nonconcurrent with any other live loads. 7) "Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard imound Zolfilgl]t7Yl, P.E. suiting Engineers i901 S.W. 108 t� rni, Florida 33176 one 305 - 253 -24281 Fax ..105- 23 -.p24b lorida Professional Engineerin Lieu Not 36921 - --.:q r x,mir fliammet os C � STA \DARD LATERAL W1.-..B BRACI \G TRUSSES @ 24" O.C. TYP. F1 00.1.1/ti." °"1"7°. /A'-li END OF BRACING MEM. SHALL BE CONNECTED TO A FIXED RIGID POINT OR X— BRACED AS NOTED ON THIS DETAIL. 2x4 LATERAL BRACE PER TRUSS DESIGN WITH 2 -10d NAILS PER WEB FOR FORCES UP TO 4600 lbs. FORCES IN EXCESS OF 4600 lbs. REQUIRES 2x6 #3 OR BETTER. NOTE: PROVIDE X— BRACING AT 20' -0" INTERVALS FOR WEB FORCES UP TO 2509 lbs. AND AT 10' -0" FOR FORCE GREATER THAN 2509 lbs. LATERAL BRACI \G DETAIL ALT. LATERAL BRACING DETAIL TRUSSES @ 24" 11 O.C. TYP. T— BRACE WITH C/AN10d NAILS CO 6" O.C. TYP. I;I NOTE: 10d @ 6" O.C. TYP. T —BRACE SAME SIZE AND GRADE AS WEB. WEB (2x6 MAX.) WEB SECTION DETAIL BRACE MUST BE 80% THE LENGTH OF THE WEB. THIS DETAIL IS TO BE USED AS AN ALTERNATE FOR CONTINUOUS LATERAL BRACING. MINIMUM GRADE OF LUMBER T.0 SEE STRUCTURAL SHEET. B.0 SEE STRUCTURAL SHEET. WEBSSEE STRUCTURAL SHEET. TPI -2007 Revised: 7/7/94 03/2012 LOADING (PLF) L. D. T.C. 30 15 B.C. 0 10 SPACING: 24 INCH 0 /C. STR. INCR.: 33% DRAWN BY: G.L.H. CHECKED BY: J.A.I. REP. STRESS: YES I II MITek Industries Inc. Mahmoud Zolfaghari 13901 S.W. 108 Ave Miami, FL. 33176 305- 253 -2428 P.E. No. 36921 4/(67 (7/ Approved for MITek Industries Inc. TRUSS COMPANY, INC. Trusses & Building Materials 13980 SW 252 Street, Princeton, Florida 33032 Telephone: (305) 257 -1910 Fax: (305) 257 -1911 HIP / JACK HANGER DETAIL SHEET 1. FOR HIP CORNER JACK 5' -0" AND 7' -0" SETBACK, USE USP HJC26 UNIVERSAL HIP HANGER, ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) —16D NAILS AND USE USP RT7 (L/R) HURRICANE CLIP FOR HIP CORNER JACK 9' -0" AND 11' -0" SETBACK, USE USP HJC28 UNIVERSAL HIP HANGER ON BOTTOM CHORD. TOP CHORDS NAIL WITH THREE (3) —16D NAILS AND USE USP RT7 (IJR) HURRICANE CLIP 2. FOR 1' -0" TO 9' -0" SIDE JACKS, NAIL TOP & BOTTOM CHORD WITH THREE (3) — 16D NAILS AND USE USP RT7 (UR) HURRICANE CLIP AT TOP & BOTTOM. 3. FOR COMMON JACKS 5' -0" TO 7'-0", USE USP CLPBF BUTTERFLY HANGER ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) —16D NAILS AND USE USP RT7 (IJR) HURRICANE CLIP AT TOP 4. FOR COMMON JACKS 9' -0" TO 11' -0 ", USE USP THD 26 HANGER ON BOTTOM CHORD AND NAIL TOP CHORD WITH THREE (3) — 16D NAILS AND USE USP RT7 (LJR) HURRICANE CLIP AT TOP NOTE: Refer to attached Miami -Dade County Product and/or Florida Approvals for nailing and proper use of hangers. Hanger / Strap I.D. Number State of Florida or Miami -Dade County Approval Number HJC26 & HJC28 Miami -Dade Approval Number 11- 0510.01 SKH26 UR Miami -Dade Approval Number 11- 0510.01 RT7 — Hurricane Clips Miami -Dade Approval Number 11- 0510.01 CLPBF — Butterfly Hanger Miami -Dade Approval Number 08- 0206.07 HJC HIP /JACK ALLOWABLE LOADS , FOR SI: 1 inch = 25.4 mrn,1 lbf = 4A5 I@,1 ps = e. 'A 10d Common Nail is a nail with a diameter of 0.148" and length of 3°. A 16d Common Nail is a nail with a dlameterof 0,162° and a length of 31/ 2Loads have been increased as shown in accordance with code. 15% and 25% for snow and construction loads. No further increase is permitted. 60% for wind or seismic loading. No further Increase is permitted. 3The lumber species is Southern Pine 4The published toed is for the total of the hip at 45 degrees end jack at 90 degrees combined. 'The minimum header thickness shalt be 2 inches for the 16d common nails. JUS SLANT NAIL JOIST HANGER ALLOWABLE LOADS STOCK NUMBER STEEL GAGE W DIMENSIONS (inches) D FASTENER SCHEDULEt2 SP ALLOWABLE LOADS (lbs.) 4 A Header Joist Download 3 H]C Uplift 3A Qty Type Type Co =1.0 Co =1.15 Co =1.25 00 =1.6 JUS24 JUS26 JUS28 JU3210 18 18 18 18 e 1 !ts s 1 Jws 1s /re 1stys 314 1 4 3 Lis fists 73/4 1314 13(4 13t4 1314 4 4 6 8 For SI: 1 Inch = 25.4 ram, 1 Ibf =4.45 N,1 psi = 6.88 kPa 'A 10d Common nails is 3 inches long and 0.148 inches in diameter 2The 10d Common Nails nails driven into the joist shalt be installed at 30 to 45 degrees horizontally toward the header. 'Loads have been increased as shown In accordance with code. 15% and 25% for snow and construction loads. No further increase is permitted. 60% for wind or seismic loading. No further increase is permitted. 4The lumber species is Southern Pine sUPIift loads for Connectors listed as N/A had an uplift capacity less than the required 700 pounds. 10d Common 10d Common 10d Common 10d Common 2 4 4 4 10d Common 10d Common 10d Common 10d Common 710 925 1170 1420 SLANT NAIL DETAIL 815 1065 1350 1635 890 1080 1465 1700 N/A 1040 1160 1115 NOA No. 11-0510.01 Expiration Date: June 04, 2016 Approval Date: July 21, 2011 TYPICAL JUS INSTALLATION JUS TYPICAL HJC INSTALLATION fiiODUCT ?AWED as complying wia►titE i IBS Code A Not / 0.al. E c..- r -Miff? difitrAPPe l',. = 'r STOCK NUMBER STEEL GAGE DIMENSIONS (inches) FASTENER SCHEDULE 4'4 SP ALLOWABLE LOADS (Ibs) a ° W H D • Carrying Truss Carried Trusses Jack Hip Type Downloads Upifft2 C0=1.6 2005 Qty Type Qty Qty Ca= 1.0 Co =1.16 Ce =1.25 HJC26 12 8 6 est, 714 3V4 3'l, 16 20 16d Common led Common 7 8 5 6 lad Common 10d Common 2090 3220 2090 3705 2090 3985 2010 HJC28 12 _.._ „ FOR SI: 1 inch = 25.4 mrn,1 lbf = 4A5 I@,1 ps = e. 'A 10d Common Nail is a nail with a diameter of 0.148" and length of 3°. A 16d Common Nail is a nail with a dlameterof 0,162° and a length of 31/ 2Loads have been increased as shown in accordance with code. 15% and 25% for snow and construction loads. No further increase is permitted. 60% for wind or seismic loading. No further Increase is permitted. 3The lumber species is Southern Pine 4The published toed is for the total of the hip at 45 degrees end jack at 90 degrees combined. 'The minimum header thickness shalt be 2 inches for the 16d common nails. JUS SLANT NAIL JOIST HANGER ALLOWABLE LOADS STOCK NUMBER STEEL GAGE W DIMENSIONS (inches) D FASTENER SCHEDULEt2 SP ALLOWABLE LOADS (lbs.) 4 A Header Joist Download 3 H]C Uplift 3A Qty Type Type Co =1.0 Co =1.15 Co =1.25 00 =1.6 JUS24 JUS26 JUS28 JU3210 18 18 18 18 e 1 !ts s 1 Jws 1s /re 1stys 314 1 4 3 Lis fists 73/4 1314 13(4 13t4 1314 4 4 6 8 For SI: 1 Inch = 25.4 ram, 1 Ibf =4.45 N,1 psi = 6.88 kPa 'A 10d Common nails is 3 inches long and 0.148 inches in diameter 2The 10d Common Nails nails driven into the joist shalt be installed at 30 to 45 degrees horizontally toward the header. 'Loads have been increased as shown In accordance with code. 15% and 25% for snow and construction loads. No further increase is permitted. 60% for wind or seismic loading. No further increase is permitted. 4The lumber species is Southern Pine sUPIift loads for Connectors listed as N/A had an uplift capacity less than the required 700 pounds. 10d Common 10d Common 10d Common 10d Common 2 4 4 4 10d Common 10d Common 10d Common 10d Common 710 925 1170 1420 SLANT NAIL DETAIL 815 1065 1350 1635 890 1080 1465 1700 N/A 1040 1160 1115 NOA No. 11-0510.01 Expiration Date: June 04, 2016 Approval Date: July 21, 2011 TYPICAL JUS INSTALLATION JUS TYPICAL HJC INSTALLATION fiiODUCT ?AWED as complying wia►titE i IBS Code A Not / 0.al. E c..- r -Miff? difitrAPPe l',. = 'r --.-_ -. - '4444'\- fir +4,z� ... • •. %r '' + , - • ?,� _ _ ti, UNITED STEEL PRODUCTS COMPANY 14305 SOUTHCROSS DRIVE - SUITE 200 BURNSVILLE, MN 55306 PH: 800-328-5934 NAME: FACE MOUNT HANGERS HJC JUS DATE: 3/28/2011 STEVEN A. BREKKE PROFESSIONAL ENGINEER LICENSE NO. 70432 SHEET: 1 OF 2 DRAWING NO.: MD- HJC -JUS SKH SKEWED HANGER ALLOWABLE LOADS Wf 4 For SI: 1 Inch = 25.4 mm, 1 psi = 6.89 kPa,1 = . 'A 10dx1 -1/2" Common nails is 1% inches long and 0.148 inches in diameter The 16d Common nail is 0.162 inches in diameter by 31/2 inches long. Loads have been increased as shown in accordance with code. 15% and 25% for snow and construction loads. No further Increase is permitted. 60% for wind or seismic loading. No further increase is permitted. 3The lumber species is Southern Pine JL JOIST HANGER ALLOWABLE LOADS STOCK NUMBER STEEL GAGE DIMENSIONS (inches) FASTENER SCHEDULE'' ALLOWABLE LoADs (tics 3 SKH26R INSTALLATION TOP VIEW Header Joist Download 2 Uplift 2'4 H D Rty TYPe Qty JL24 JI26 JL28 J1210 20 20 20 20 19111 19115 1s /1e 13115 For SI: 1 Inch = 25.4 mm 1 Ibf = 4.45 N,1 psi = 6.89 kPa. 3 4314 /R 8'14 4 6 10 14 10d Common 106 Common 10d Common 10d Common 2 4 6 8 Type 106x1'12 10dx111, CD =1.0 1odx1Y2 10dx1' /2 490 CD= 1.15 740 1230 1720 TA 10d Common nail is 3 inches long and 0.148 inches in diameter A lQdx1' /2 nail is 11/2 inches long and 0.148 inches in diameter 2Loads have been increased as shown In accordance with code. 15% and 25% for snow and construction loads. No further increase is permitted. 60% for wind or seismic loading. No further increase Is permitted. 3The lumber species is Southern Pine °Uplift loads for connectors listed as N/A had an upiitt capacity less than the required 700 pounds. TYPICAL JL INSTALLATION 565 CD =1.25 850 141$ 1980 JL 615 CD= 1.6 925 151$ 2070 N/A 700 940 1170 NOA No. 11-0510.01 Expiration Date: June 04, 2016 Approval Date: July 21, 2011 SKH26R INSTALLATION DRIVE NAILS AT ANGLE PitooUCIr RENEWS* >)¢ ara014061104110 the )( ThaldiesCoode Nn 11-/51 8.01 i O. ...11 /ye ',� 9,44ge STOCK NUMBER STEEL GAGE DIMENSIONS (inches) FASTENER SCHEDULE' SP ALLOWABLE LOADS {ibs)3 Uplift 2 W H 0 Header Joist Download2 Face J Type Qt y Type CD =1.0 Oo =1.15 CD =1.2.5 GD =1.6 870 16 12/15 5114 1 /R 6 + 16d Common 6 10dx1 -112 895 1030 1120 SKI1261 /R Wf 4 For SI: 1 Inch = 25.4 mm, 1 psi = 6.89 kPa,1 = . 'A 10dx1 -1/2" Common nails is 1% inches long and 0.148 inches in diameter The 16d Common nail is 0.162 inches in diameter by 31/2 inches long. Loads have been increased as shown in accordance with code. 15% and 25% for snow and construction loads. No further Increase is permitted. 60% for wind or seismic loading. No further increase is permitted. 3The lumber species is Southern Pine JL JOIST HANGER ALLOWABLE LOADS STOCK NUMBER STEEL GAGE DIMENSIONS (inches) FASTENER SCHEDULE'' ALLOWABLE LoADs (tics 3 SKH26R INSTALLATION TOP VIEW Header Joist Download 2 Uplift 2'4 H D Rty TYPe Qty JL24 JI26 JL28 J1210 20 20 20 20 19111 19115 1s /1e 13115 For SI: 1 Inch = 25.4 mm 1 Ibf = 4.45 N,1 psi = 6.89 kPa. 3 4314 /R 8'14 4 6 10 14 10d Common 106 Common 10d Common 10d Common 2 4 6 8 Type 106x1'12 10dx111, CD =1.0 1odx1Y2 10dx1' /2 490 CD= 1.15 740 1230 1720 TA 10d Common nail is 3 inches long and 0.148 inches in diameter A lQdx1' /2 nail is 11/2 inches long and 0.148 inches in diameter 2Loads have been increased as shown In accordance with code. 15% and 25% for snow and construction loads. No further increase is permitted. 60% for wind or seismic loading. No further increase Is permitted. 3The lumber species is Southern Pine °Uplift loads for connectors listed as N/A had an upiitt capacity less than the required 700 pounds. TYPICAL JL INSTALLATION 565 CD =1.25 850 141$ 1980 JL 615 CD= 1.6 925 151$ 2070 N/A 700 940 1170 NOA No. 11-0510.01 Expiration Date: June 04, 2016 Approval Date: July 21, 2011 SKH26R INSTALLATION DRIVE NAILS AT ANGLE PitooUCIr RENEWS* >)¢ ara014061104110 the )( ThaldiesCoode Nn 11-/51 8.01 i O. ...11 /ye ',� 9,44ge -• . emu t r l : • , ^... UNITED STEEL PRODUCTS COMPANY 14305 SOIJTHCROSS DRIVE - SUITE 200 BURNSVILLE, MN 55306 PH: 800- 328 -5934 NAME: FACE MOUNT HANGERS SKH JL DATE: 3/28/2011 STEVEN A. BREKKE PROFESSIONAL ENGINEER LICENSE NO. 70432 SHEET: 2 OF 2 DRAWING NO.: MD-SKH -JL tA 9W JAW flCflW 4 YRUURF;31- .1. ■■' 204Na,N.EaTORS Typical RT3A truss/rafter to plate installation RT3A Typical R77 truss/rafter to double plate installation 19/16" RT7 "<4. c<Irli Typical RT4 Typical RT5 truss/rafter to truss/rafter plate installation to double plate installation 51/4" RT5 F2 Typical RT7A truss/rafter to double plate installation 61/2- 2 7/16" 411/2:1, RT7A Typical RT8A stud to double plate installation 7 11/4" 1-800-328-5934 • www.USPconnectors.com Typical RT6 truss/rafter to double plate installation 21/2" K3 9ple" Rra Typical RT10 truss/rafter to double plate to stud installation 19/16"11 (4 231F ,-Y. 1034" rt„7 Viria continued on next page ©Copyright 2011 USP Structural Connectors® @Copyright 2011 USP Structural Connectors® USP Stock No. Ref. No. Steel Gauge Fastener Schedule Allowable Loads (Lbs.)' Code Ref. Truss/Rafter Top Plate Masonry Block Lateral 160% Uplift Qty Type Qty Type Qty Type Fl F2 F3 DF -LISP S-P-F 160% 160% RT16M HM9KT 18 9 10d x 1 -1/2 — — -- 4 1/4° x 1-3/4° Tapcon 630 480 115 1395 1395 F19 9 10d x 1 -1/2 4 16d 2 1/4° x 1 -3/4° Tapcon -- -- -- 1360 1360 1) Allowable loads have been increased 60% for wind or as antic loads; no further increase shall be permitted. 2) 10d x 1 -112 nails are 9 gauge (0.148° diameter) by 1 -1/2- long. 3) Install with 1/4" x 1 -3 /4° Tapcon® Concrete Screws in accordance to manufacturer's installation specifications. 4) Fasteners to be installed to fully grouted and reinforced concrete masonry. YNCHORE These anchors tie trusses and rafters to top plates and may be used to tie wood framing members to resist uplift and lateral forces. Materials: See chart Finish: G90 galvanizing; RT7A -GC & RT15 -GC — Gold Coat Options: HHCP2, RT3A, RT4, RT5, RT7, RT7A, RT10, RT15, RT8A, RT16A, and RT16 -2 are available in Triple Zinc. To order, add TZto stock number, as in RT10 -TZ. RT3A, RT4, RT5, RT7, RT8A, RT10, RT16A, and RT16 -2 are available in Stainless Steel. To order, add SSto stock number, as in R17 -SS. Codes: ESR- 1881, ESR -1465, 2031C, FL565, FL821, FL817, FL859, Dade County, FL 07- 0306.10, L.A. City RR 25779 Typical HCPRS stud to plate installation Fl Uplift F1 Typical HHCP2 truss /rafter to double plate corner installation HCPRS HHCP2 Typical HC52O gable brace installation Typical HC52O stud to plate installation HC52O natal' ..diagonal y across from.` abhor for minimum 1112" trues. ThIS installation yields full catalog valuer,: lu ng'Into both skies a single ply will result in reduced values Hurricane Anchor installation to achieve twice the load (Top View) 1- 800-328-5934 • www.USPconnectors.com continued on next page USP2173 -11 0NUSPa 3'^r' ^� ¢ s''z" fA�N fa ,W '.. -4 .� t� "` �s''? r :,,,�➢' dZ' q U .a rig STRUCTURAL.a CONNECTORS' A 2ewA Company The MUS & HUS hanger series offers double shear nailing. USP's raised dimple allows for 30° to 45° nailing through the joist into header, resulting in higher loads and less nailing. Materials: See chart Finish: G90 galvanizing Codes: ESR -1881, FL9835, Dade County, FL 06- 0921.05 Installation: • Use all specified fasteners. See Product Notes, page 11. • Joist nails must be driven in at a 30° to 45° angle through the joist or truss into the header to achieve listed loads. Standard length "double shear" nails must be used to achieve listed load values. Double shear nail design features fewer nails and faster installation ic&a Ir s pages, Raised dimple allows 30° to 45 H nailing Typical HUS installation (MUS similar) HUS Uses standard length nails Joist! Truss Size USP Stock No. Ref. No. Steel Gauge Dimensions Fastener Schedule2 Allowable Loads (Lbs.j° cote Ref. • W H Header Truss' DF-L I SP S-P -F Qty Type Qty Type Floor Roof Uplift Floor Roof Uplift' 100% 115% 125% 160% 100% 115% 125°! 160% - 2 x 6 - 8 2 x 8 -10 MUS26 Cl� MUS28 MUS26 18 1- 9/16 �I11� MUS28 18 1 -9/16 5 -1/16 5.7/16 7.1/16 6 10d 6 10d 1285 1475 1605 865 1100 1265 1375 725 110 14 8 �� 10d 8 16d 2635 3030 3295 1925 2260 2600 2810 6, D2, R138 _. 10d 1710 1970 2140 1230 1465 1685 1830 1035 110 HUS28 HUS28 16 1 -5/8 7 -3/16 22 16d 8 16d 3970 4345 4345 2570 3410 3650. 3650 2160 6, F15, F18, D2, R13 2 x 10 -12 HUS210 HUS210 16 1-5/8 9.3/16 30 16d 10 16d 5310 5510 5510 3205 4095 4420 4630 2690 1-314x5-1/2-7-1/4 ®usgaUgliaggi 14 16d 16d 1925 2260 . r r 2810 1615 1- 3/4x7. 1/4.11 -1/4 HUS177 -- 16 1 -13/16 7 -1/8 22 16d 8 16d 3975 4345 4345 2570 3410 3650 3650 2160 1 -3/4x 9.1/4 -14 HUS179 HUS1.81 /10 16 1- 13/16 9-1/8 30 16d 10 16d 5310 5510 5510 3205 4410 4630 4630 2690 1) Uplift loads have been increased 60% for wind or seismic loads; no further Increase shall be permitted. 2) Minimum nail penetration is 1 -5/8" for 6d nails. 3) Nails must he driven at a 30° to 45° angle through joist or truss into header to achieve the table loads. 4) HUS175, HUS177, and HU8179 load values assume the joist is 1-3/4-wide and has a bearing strength of not less than 675 psi. New products or updated product information are designated in bold font. The butterfly hanger's flared header flange design allows for added nailing. Excellent truss -to -truss hanger for 2x4 purlin or truss bottom chords. Materials: 18 gauge Finish: G90 galvanizing Codes: ESR -1881, FL574, Dade County, FL 08- 0206.07 Installation: • Use all specified fasteners. See Product Notes, page 11. Joist Size USP Stock No. Ref. No. Steel Gauge Fastener Schedule' Allowable Loads (Lbs.) Code Ref. Header Joist DF -L / SP Qty Type Qty Type Floor Roof Uplift' 100% 115% 125% 160% 2 x 4 CLPBF -- 18 12 10d 6 10d x 1 -1/2 815 815 815 215 5, F7, F15, D11, R13 1) Uplift loads have been increased 60% for wind or seismic loads: no further increase shall be permitted. 2) Minimum nail embedment shall be 1 -1/2- for 10d nails. 1- 800-328-5934 a www.USPconnectors.com Typical CLPBF installation 1/2" ,:,...,...r 2 1 1g/16,. CLPBF 21/2" @Copyright 2011 USP Structural Connectors® BCSI-B1 SUMMARY SHEET - I ► RESTRAINING AND BRA IN Spans over 60' may require Complex per anent bracing. Please always consult a Registered Design Professional. - GENERAL NOTES Trusses are not marked in any way to identify the frequency or location of temporary lateral restraint and diagonal bracing. Follow the recommendations for handling, installing and temporary restraining and bracing of trusses. Refer to KS - Guide to Good Practice for Handling. Installing. Restraining & Bracing of Metal Plate Connected Wood Trusses * ** for more detailed information. Truss Design Drawings may specify locations of permanent lateral restraint or reinforcement for individual truss members. Refer to the BCSI - B3*** for more information. All other permanent bracing design is the responsibility of the building designer. NOTAS GENERALES Los trusses no estan marcados de ningon modo que identifique la frecuencia o localization de restriction lateral yarriostre diagonal temporales. Use las recomendaciones de manejo, instalacion, restriction y arriostre temporal de los trusses. Vea el folleto pCSI - Guia de Buena Practice para el Manejo Instalacion, Restriction v Arriostre de los Trusses de Madera Conectados con Places de Metal * ** para information mas detallada. Los dibujos de disefio de los trusses pueden especificar las localizaciones de restriction lateral permanente o refuerzo en los miembros individuales del truss. Vea la hoja resumen BCSI -B3*** para mas information. El resto de los disenos de arriostres permanentes son la responsabilidad del disefiador del edificio. WARNING! The consequences of improper handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. iADVERTENCIA! El resultado de un manejo, levantamiento, instalacion, restriction y arrisotre y i incorrecto puede ser Is cadda de la estructura o aun peor, heridos o muertos. *, CAUTiONI Exercise care when removing banding and handling trusses to avoid damaging trusses and prevent injury. Wear =- -_- personal protective equipment for the eyes, feet, hands and head when working with ■. trusses. LC 7-44,3'. Utilice cautela al guitar las ataduras o los pedazos de metal de sujetar para evitar dan "o a los trusses y prevenir la herida personal. Lleve el equipo protectivo personal para ojos, pies, manos y cabeza cuando trabaja con trusses. a lhJvUG79 Use special care in AltITASs windy weather or near power lines and airports. HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES G) DONT overload the crane. NO sobrecargue la grua. ® NEVER use banding to lift a bundle. NUNCA use /as ataduras pars levantar un paquete. O A single lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses up to 30' (9.1 m). Use at least two lift points for bundles of top chord pitch trusses up to 60' (18.3m) and paral- lel chord trusses up to 45' (13.7m). Use at least three lift points for bundles of top chord pitch trusses >60' (18.3m) and parallel chord trusses >45' (13.7m). Puede usar un solo lugar de levantar para pa- quetes de trusses de la cuerda superior hasta 45' y trusses de cuerdas paralelas de 30'o menos. Use por to menos dos puntos de levantar con grupos de trusses de cuerda superior inclinada hasta 60' y trusses de cuerdas paralelas hasta 45'. Use por lo menos dos puntos de levantar con g mas de 60' y trusses de cuerdas paralelas mas de 4 - WARNING! Do not over load supporting structure with truss bundle. iADVERTENCIA! No sobrecargue la estructura apoyada con el paquete de trusses. 0 Place truss bundles in stable position. Puse paquetes de trusses en una position estable. rupos de trusses de cuerda superior inclinada 5'. MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES � • WA Using a single pick -point at the peak can damage the truss. El use de un solo lugar en el pico para levantar puede hater dan "o al truss. STEPS TO SETTING TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES O 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see below). 7) Repeat process with groups of four trusses until all trusses are set. 1) Instale los arriostres de tierra. 2) Instate el primero truss y ate seguramente a/ arriostre de tierra. 3) Instale los proximos 4 trusses con restriction lateral temporal de miembro corto (vea abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instate arriostre diagonal pars los pianos de los miembros secundarios para estabilice los primeros cinco trusses (vea abajo). 6) Instale la restriction lateral temporal y arriostre diagonal para la cuerda inferior (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasta que todos los trusses esten instalados. VIDIRA Refer to BCSI -B2 * ** for more information. Vea el resumen BCSI -82 * ** para mas information. RESTRAINT /BRACING FOR ALL PLANES OF TRUSSES RESTRICCIUN /ARRIOSTRE PARA TODOS PLANOS DE TRUSSES O This restraint & bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses (PCTs). See top of next column for temporary restraint and bracing of PCTs. Este metodo de restriction y arriostre es para todo trusses excepto trusses de cuerdas paralelas (PCTs) 3x2 y 4x2. Vea la parte superior de /a columna para la restriction y arriostre temporal de PCTs. 1) TOP CHORD - CUERDA SUPERIOR B RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES RESTRICCION Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Refer to BCSI -B7 * ** for more information. Vea el resumen BCSI -87555 para mas information. 10' 3 m) or Diagonal bracing 15' 4.6 Repeat diagonal bracing every 15 truss spaces 30' (9.1 m) max. Apply diagonal brace o vertical webs at end of cantilever and at bearing locations. All lateral restraints lapped at least two trusses. *Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords and 15' (4.6 m) o.c. for 4x2 chords. INSTALLING - INSTALACION O Tolerances for Out -of- Plane. Tolerancias para Fuera -de- Plano. 'r -- Length Max. Bow Max. Bow Length 60° or less B / C Utilice cuidado especial en dias ventosos o cerca de cables electricos o de aeropuertos. Tagline J Approx. 1/2 I truss length TRUSSES UP TO 30' (9.1 m) TRUSSES HASTA 3D PIES Toe -in _ Locate Spreader bar above or stiaback Mid-height 1 Attach 10'(3 m o.c. max. Up to 30' (9.l m) 30' (9.1 m) - 45' (13.7 m) 10' (3 m) o.c. max. O Tolerances for Out -of- Plumb. Tolerancias para Fuera -de- Plomada. 1 ' .r E `. 8' (2.4 m) o.c. max. 45'(13.7m)- 60' (18.3 m) 6' (1.8 m) o.c. max. 60' (18.3 m) - 80'(24.4 m)* 4' (1.2 m) o.c. max. *Consult a Registered Design Professional for trusses longer than 60' (18.3 m). *Consulte a un Professional Registrado de Diseflo para trusses mas de 60 pies. �` • 0 See BCSI -B2 * ** for TCTLR options. �' mes de TCTLR. '� `�`� ��'.. tl - TCTLR HANDLING - MANE7O VIJUIRA • N Spreader bar for truss Tagline Spreader bar 1/2 to 2/3 truss length TRUSSES UP TO 60' (18,3 m) TRUSSES HASTA 60 PIES Tagline Avoid lateral bending. Evite la flexion lateral. WA The contractor is responsible for properly receiving, unloading and storing the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. El contratista tiene la responsabilidad de recibir; descargar y almacenar adecuadamente los trusses en la obra. Descargue los trusses en la tierra liso para prevenir el dafio. 0 Use proper rig- ging and hoisting equipment. Use equipo apropiado para levantar e improviser. Spreader bar 2/3 to t- 3/4 truss length -� • TRUSSES UP TO AND OVER 60' (18.3 m) TRUSSES HASTA Y SOBRE 60 PIES "• 0 Hold each truss in position with the erection equipment until top chord temporary lateral restraint is installed and the truss is fastened to the bearing points. Sostenga cada truss en position con equipo de grim hasta que la restriction lateral temporal de la cuerda superior este instalado y el truss esta asegurado en los soportes. INSTALLATION OF SINGLE TRUSSES BY HAND RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA MANO G O Trusses may be unloaded directly on the ground at the time of delivery or stored temporarily in contact with the ground after delivery. If trusses are to be stored for more than one week, place blocking of sufficient height beneath the stack of trusses at 8' (2.4 m) to 10' (3 m) on -center (o.c.). Los trusses pueden ser descargados directamente en el suelo en aquel momento de entrega o almacenados temporalmente en contacto con el suelo despues de entrega. Si los trusses estaran guardados para mas de una semana, ponga bloqueando de altura suficiente detras de la pile de los trusses a 8 hasta 10 pies en centro (o.c.). O For trusses stored for more than one week, cover bundles to protect from the environment. Para trusses guardados por mas de una semana, cubra los paquetes para protegerlos del ambiente. Refer to SCSI*** for more detailed information pertaining to handling and jobsite storage of trusses. Vea el folleto BCSI * ** para information mas detal- lade sobre el manejo y almacenado de los trusses en area de trabajo. DO NOT store unbraced bundles upright. NO almacene verticalmente los trusses sueltos. DO NOT store on uneven ground. NO almacene en tierra desigual. Trusses 20' (6.1 m) or less, support near peak. Soporte cerca al pico los trusses de 20 pies o menos. t- Trusses up to 20' (6.1 m) Trusses hasta 20 pies 0 Trusses 30' (9.1 m) or less, support at quarter points. Soporte de los cuartos de tramo los trusses de 30 pies o menos. .- Trusses up to 30' _. (9.1 m) Trusses hasta 30 pies TEMPORARY RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL VENDA Refer to BCSI -B2*** for more information. Vea el resumen BCSI -8250* para mas infor- mation. 0 Locate ground braces for first truss directly in line with all rows of top chord temporary lateral restraint (see table in the next column). Coloque los arriostres de tierra para e/ primer truss directamente en linea con cada una de las files de restriction lateral temporal de la cuerda superior (vea la table en la proxima column). ® DO NOT walk on unbraced trusses NO camine en trusses sueltos. Top Chord Temporary Lateral Restraint (TCTLR) 2x4 min. Refer to BCSI -B3 * ** for Gable End Frame re- straint/bracing / reinforcement information. Para information sobre restric- cion /arriostre /refuerzo para Armazones Hastiales vea el resumen BCSI -B3 * ** Note: Ground bracing not shown for clarity. 0 Repeat diagonal braces for each set of 4 trusses. Repita los arrisotres diagonales para cada grupo de 4 trusses. 2) WEB MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS NOTICE LATERAL RESTRAINT & DIAGONAL BRACING ARE VERY IMPORTANT 10" or /LEI Truss attachment required at support(s) Section A -A ILA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL SON MUY IMPORTANTES! Brace first truss AIt--- securely before erection of additional trusses. HHHII i Plumb / line D150 max D (ft.) REM BEM 32 mm 38 mm 45 mm CONSTRUCTION LOADING 45 mm CARGA DE CONSTRUCCION Ell c DO NOT proceed with construction until all lateral restraint and bracing is securely and properly in place. NO proceda con la construccion hasta que todas las restric- ctones laterales y los arriostres esten colocados en forma apropiada y segura. • DO NOT exceed maximum stack heights. Refer to BCSI -B4 * ** for more information. NO exceda las alturas maximas de monton. Vea el resumen BCSI -B4 * ** para mas information. 3/4" (19 mm) 7/8" (22 1 -1/8" Truss Length (29 mm) 1 -1/4" (32 mm) 1 -3/8" (35 mm) 1 -1/2" (38 m 1 -3/4" (45 mm) (51 mm) 12.5' (3.8 m) 14.6' (4.5 m) 16.7' (5.1 m) 18.8' (5.7 m) 20.8' (6.3m) 22.9' (7.O m) 25.0' (7.6 m) 29.2' (8.9 m) 533.3' (10.1 m) Maximum Stack Height '.. or Material on Trusses Material Gypsum Board 12" (305 mm) Plywood or CSB 16" (406 mm) Asphalt Shingles 2 bundles Concrete Block 8" (203 mm) Clay Tile 3-4 tiles high Diagonal bracing Web members • NEVER stack materials near a peak or at mid -span. NUNCA amontone los materia/es cerca de un pico. O DO NOT overload small groups or single trusses. NO sobrecargue pequefios grupos o trusses individ O Place loads over as many trusses as possible. Coloque las cargas sobre tantos trusses como sea posible. O Position loads over load bearing walls. Coloque las cargas sobre las paredes soportantes. ALTERATIONS - ALTERACIONES uales. Bottom chords Refer to BCSI- B5. * ** Truss bracing not shown for clarity. Vea el resumen BCSI - 85.555 DO NOT cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. NO torte, altere o perfore ningtin miembro estructural de un truss, a menos que este especificamente permitido en el dibujo del diseno del truss. LEMMA 10' (3 m) - 15' (4.6 m) max. Same spacin as bottom chord lateral restraint 3) BOTTOM CHORD - CUERDA INFERIOR Lateral Restraints - 2x4x12' or . greater lapped over two trusses. • . Bottom .,``► chords • Diagonal braces every 10 truss spaces 20' (6.1 m) max. Note: Some chord and web members not shown for clarity. liMITrusses that have been overloaded during construction or altered without the Truss Manufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. Trusses que se han sobrecargado durante la construction o han sido a/terados sin /a autorizacion previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantta limitada del Fabri- cante de Trusses. "'Contact the Component Manufacturer for more information or consult a Registered Design Professional for assistance. To view a non - printing PDF of this document visit www.sbcindustrv.com /b1. NOTE: The truss manufacturer and truss designer rely on the presumption that the contractor and crane operator (if applicable) are professionals with the capability to undertake the work they have agreed to do on any given project. If the contractor believes it needs assistance in some aspect of the construction project, it should seek assistance from a competent party. The methods and procedures outlined i this document are intended t ensure t ha t t h e overall construction techniques employed will put the trusses into place SAFELY. Thee recommendations for andling, i nstalling, restraining and bra cing t russes are based upon the collective experience of leading personnel involved with truss design, manufacture and installation, but must, due to the nature of responsibilities involved, be presented only GUIDE for use by a qualified building designer or contractor It is not intended that these recommendations be interpreted as s yrioa GU y q g 9 p superior h the building ial t designer's for restraining/bracing s spaicin for d handling, Igssa stability restraining and bracing trusses o and it does all interrelated the use of other equivalent methods for ond providing stability for the walls, columns, Floors, roofs and all the interrelated structural building components as determined by the contractor. Thus, SBCA and TPI expressly disclaim any responsibility for damages arising from the use, application, or reliance on the recommendations and information contained herein. Diagonal braces every 10 truss spaces 20' (6.1 m) max. 10' (3 m) - 15'(4.6m) max. ADVERTENCIA! Note: Some chord and web members not shown for clarity. ESL/MEN DE LA W d ,_. .7e CT:ICA PARA EL a INSTALACION, Vanos mas de 60 pies pueden requerir arriostre permanente r® pie 0. Peer favor, sip pre consult0 wsas muss coast. 6300 Enterprise Lane • Madison, WI 53719 608/274 -4849 • www.sbcindustry.com TRUSS PLATE INSTITUTE 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 703/683 -10. 0 • www.tpinst.org B1WARNIIx' 711070 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 164760 Permit Number: PL -9 -11 -1744 Scheduled Inspection Date: December 10, 2012 Inspector: Hernandez, Rafael Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MIKE KURTS PLUMBING INC Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Phone: (305)253 -4092 Building Department Comments 2 BATHROOMS, KITCHEN, LAUNDRY Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 07, 2012 For Inspections please call: (305)762 -4949 Page 1 of 41 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 No. PU —IL 9 PERMIT APPLICATION Master Permit No. 1, FBC 20 Permit Type: PLUMBING r, OWNER: Name (Fee Simple Titleholder): =DER 6/ O S O z) i U Phone#: Sc95�° 5 " 'C 2 Address: 50 'hex) / ® Cr 4 ®/ Sig City: 14 / 4-)'11 ) State: IC zip: 33/30 Tenant/Lessee Name: Phone#: Email: Sena /O ' SO7aL.O b 41'05e P54 COAl JOB ADDRESS: PILO ) 0 D ST City: Miami Shores County: Miami Dade Zip: 3 317 Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: yn K u - -Z. el khrillo N Tt 4 C . Phone#: 3 0 5 - 3 ` 46 at - Address: 04-051 ofuw 0-4 T City: Y8j a .P - rn � 1' State: S: L zip: 31 �Lt Qualifier Name: m 1(.}'i t\ \'. CL tf (k Z- Phone#: 65 - ;.1.3 3 - WO- State Certification or Registration #: C.CC4 a It-1-5 Certificate of Competency #: Contact Phone#: 19b- 35 5 -(0-04s Email Address: r(VN ilk.. }z a bt-n. SNNY% . Nti}, DESIGNER: Architect/Engineer. Phone#: Value of Work for this Permit: $ e-• 0. 6711) Square/Linear Footage of Work: Type of Work: ❑Address ,/ °A/lterration ONew ,�OR�epair/Replace °Demolition Description of Work: ag 1 %'!-t /c O ,M S, /1 / frG ticix ., 4 /g U/)p/e Y �% Submittal Fee $ �!z . ,q iv Permit Fee $ 70 • b,/ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $yJL.Ql -- Bonding Company's Name (if applicable) • Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be appro ed and a reinspection fee will be charged Signature O ' i er or Agent The foregoing instrument was acknowledged before me this 02.I day of 40-0)/4, ,20_,by ShrSi01 -So- I0456 , wh is personally_known me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature C tor The foregoing instrument was acknowledged before me this .Ji day of J524Em6re , 20 I1 , by rn1'c iAt I J. 4r)-a , who isrsonally known me or who has produced as identification and who did take an oath. NOTARY PUBLIC: `‘ N( K L.014, / * 011! 111014 I \ \\\111111111tnik, �/%� i..••' 1SSION •. Sign: L (/ / : .Gq�� 1, ao �Oi .� Sign: __ „ �q�`� t .17 ,: • $ Print: k /004 _ a N 1* x Print: 14///,/ �ir/+c� ' ! • _ N e My Commission Expires: .:.-..-.t? : #DD 903002 ...7_97T My Commission Expires: #DD 9030 ' °- H� i2 ••e � 0: �,fs99y,°+a+Y ded�; Q�`�_,� ` ' .+sryB rt *i r/. PUeIIC.STA_,,`o,��`\`� �i�s�� pUBL:::SSP�1�� `` APPROVED BY (Revised 07 /10/07)(Revised 06 /10t2009)(Revised 3/15/09) Plans Examiner Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. k7 COPY OF QUALIFIER'S STATE LIC CARD B. uto/ COPY OF LOCAL BUSINESS TAX RECEIPT C. ✓ COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. / COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: 01 1 L ■iv'CkZ 1Urtnb► Ir is BUSINESS ADDRESS: ‘°(() t3 ST CITY Yr'fr, STATE P L ZIP CODE 3211 BUSINESS PHONE: (365 P55 55 -14 a 1 — FAX NUMBER (30 )dc? t) L1 CELL PHONE 07 (o ) ? S - i LI 4(1 QUALIFIER'S NAME: c1 v \ ' ‘s■f -r z QUALIFIER'S LIC NUMBER: C%').11--1 IS `\ E -MAIL ADDRESS (IF APPLICABLE): M;11.f. `A'\‘4,-(k2 e' .:J Y• k Created on 3119109 BY MLDV 1 RV 3126109 MLDV DATE 3ATC'H NtUt EER 14059,, Sift 142 33186 UNIN -.D 09/09/2011 60000000141 000075.00. SEE OTHER SIDE KURTZ MIKE PLUMBING INC 14059 SW 142 ST MIAMI FL 33186 lit tits' tiiliktii177iilii i rib mil 11 {H tatif Al i ZrAflit,b. .0, Er.13,016=44i1 - DATE BATCH NUMBER )1D9* -A • I iker €4,03 lc? A4SNit4.FLAPkEFt ' -1144POIE HAD rit ThISNOTABI—pO t,4 LBIN6 'INC- . • • - : • 14059 ' tiNTY l',''''•,. 33113.64 - ..... ,..... • • ' '• 1.;' . ..• .. ''.:.- ..O . . • WNER x . lC.RTZ/ 4I Kt„PLUMBNG .*PJYPP s3 , ... .. • • . ,tt, .t iIIHIR..AS4i!IrcEszw. :RUMNESS, . • • ,.... t t liOES,NOV. PERrar ThE HOLMER:-TO'vioLATE. ANY ;.Edatma.REtiurAvRY Oft ZONINO'r,,LAyttS OF THE .i,COLINT'e;pk: orinm, NOR :OOES fl,. EXEMPT THE HOLDEFeFROM.4SNV OTHER ICENSE REOUIRIIIFIM,LAWMS Is .SOF.:ACEITOFIOATION OF ••THE HOLDER'S- OUAIiRCA- PAiEPff RECEIVED MIAMT-DADE COOKY TAX 'COtLECTOR:, . ootaa/2010 09'0100521301 00�075. SEE OTHER SIDE DO NOT FORWARD KURTZ MIKE PLUMBING INC 14059 SW 142 ST MIAMI FL 33186 A, OP ID: MW '4`.,. ----- CERTIFICATE OF LIABILITY INSURANCE DATE(M21/11YY) 09/21/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policy may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). FP LE INSURANCE, INC. 305 -270 -2100 9440 S.W. 77 Avenue 305- 270 -2195 Miami„ FL 33155 Joe A. Zaragoza l. N E: PA/C. No. Exkl: FAX No): -MAIL ADDRESS: PRODUCER MIKEK02 CUSTOMER ID #: INSURER(S) AFFORDING COVERAGE NAIC # INSURED Mike Kurtz Plumbing Inc 14059 SW 142nd Street Miami, FL 33185 INSURER A : Depositors Insurance Company LIABILITY COMMERCIAL GENERAL INSURER B : Nationwide Ins Co of America OCCUR INSURER C : Bridgefield Employers Ins. Co. 10701 INSURER D : INSURER E : 09/01/12 INSURER F : $ CERTIFICATE NUMB THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LIR TYPE OF INSURANCE p,DDL iI1SR SUBR WW POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MMIDD/YYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY X OCCUR ACP5914648898 09101111 09/01/12 EACH OCCURRENCE $ 1,000,000 X PREM SESO(Es RENTEDte) $ 100,000 CLAIMS -MADE MED EXP (My one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEM_ AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICY JET [ LOC $ A A A AUTOMOBILE X LIABRITY ANY AUTO ALL OWNED AUTO SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS ACP5914649998 ACP5914649998 ACP5914649998 09/01111 09/01/11 09/01111 09/01/12 09101112 09/01/12 COMBINED SINGLE LIMIT (EaacddeM) $ 1,000,000 BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ X $ $ B UMBRELLA LAB EXCESS LIAR X OCCUR CLAIMS -MADE 77CU872255 -0001 09/01/11 09/01/12 EACH OCCURRENCE $ 2,000,000 AGGREGATE $ 2,000,000 DEDUCTIBLE RETENTION $ $ $ Cr WORKERS COMPENSATION LIABILITY ANY PROPRIETOR/PARTPIERJDCECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes escribe under DESCRdIPTION OF OPERATIONS Y t N N / A 083045022 09101/11 09/01/12 X ORY LIMITS ER EL EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 below EL DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) CERTIFICATE HOLDER Miami Shores village Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 4111/1/141.1,1,_ MICHELLE WILSON El 73476 ACORD 25 (2009/09) m 1988 -2009 ACORD CORPORATION. Alt rights reserved. The ACORD name and logo are registered marks of ACORD Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 i(,-6(5s14 Inspection Number: INSP - 166209 Permit Number: EL -11 -11 -2041 Scheduled Inspection Date: November 30, 2011 Inspector: Devaney, Michael Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Temp for Construction Contractor: WEATHERMAKERS ELECTRICAL CONTRACTORS LLC Phone Number (305)206 -1767 Parcel Number 1132050080060 Phone: (786)249 -8880 Building Department Comments TEMPORARY FOR CONSTRUCTION SERVICE Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ivov2e1// November 29, 2011 For Inspections please call: (305)762 -4949 Page 22 of 38 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUI D G PERMIT APPLICATION FBC 2004 Permit No. NOV 0 2 Ni1 BY: 1,14041 Master Permit No. /2c.. 5=1/— Kr? Permit Type: Electrical % Owner's Name (Fee Simple Titleholder) & ip «O']C` d'd c) Phone # 34c-- $-3 9- Gg��s�, Owner's Address /;2 V 9 /iE /®o City /v/ (4.a/ (5f, /eS' State > Zip 33 f✓?' Y.` Tenant/Lessee Name Phone # E -MAIL: gC/_ ) /0 .5o 4/1jrae3 Soc /P.F'c -00/ Job Address (where the work is being done) /e Z 4/9 0lee:74 City Miami Shores Village County Miami -Dale Zip 3 3/ FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name 1447 °e/.-c 1 /ec /,o C Phone # Contractor's Address J 35f T 5) i/ ? /lye City 41 / /fill/ State Zip Qualifier Name Crelethi tl (V/ CX Phone # State Certificate or Registration No. &-/e OO 7 '/ Cert ificate of Competency No. E -MAIL: aV5 7 33/ P'‘ 7.W q V3l3 D7E- C0 0 l 06' 7 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Addition Describe Work: iteration ftp- � Q.New e—oya /7 r (-doe 5 Phone # ar Footage Of Work: air /Replace ❑ Demolition * * * * *xx xxxx *x * *x *xxxr.xxx * **x * *xxrxxxx Feesx'*xx*** ******* **icic*****xxxxxx**** *wwwxxxxx Submittal Fee $ Permit Fee $ (00/0740 Notary $ Training /Education Fee $ CCF $ CO /CC Technology Fee $ Zoning $ Scanning $ Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ t 4,03 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered,to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved nd a reinspection fee will be charged Signature Signature Owner o Agent Contractor The foregoing instrument was . owledged bet'. • e'his The foregoing instrument was acknowledged before me this day of Net V , 20 (I , by f % ii!) l�.L._ day of //Q V , 20 // by who is personally known to me or who who is personally known to me or who has produced__' As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: ap '� g$` A fi a�. xxxxxx*xxxxxxxxxxxxxxxrxxx x•�jcx�1 xxxxxxxxxxxxxxxxxxxxaFxx NOTARY PUBLIC: \`\00t"1r/ „1 My Commission Expires: �� ;' �� aYxxxxxxxxxxxx v9W3A5k. \`\ t x9:*** Sign: Print: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL PERMIT # MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES NC (WIND) FLOOR DRAIN SERVICE TEMPORARY /004- 1 A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVE GROUND TANKS SHOWER WATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3-5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5-8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8-10 HP _ ELEVATORS/ESCALATORS WATER CLOSET MOTORS OVER 10-25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25-100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION NC UNIT NC WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER HEATER-REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE SPECIAL PURPOSE SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK j SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE/RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION J CATCH BASIN REINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET . SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) . GAS PIPING Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 183810 Permit Number: MC -9 -11 -1746 Scheduled Inspection Date: January 09, 2013 Inspector: Perez, JanPierre Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: WEATHERMAKERS AIR CONDITIONING Permit Type: Mechanical - Residential Inspection Type: Final Work Classification: A/C Replacement Phone Number (305)206 -1767 Parcel Number 1132050080060 Phone: 305/233 -5820 Building Department Comments INSTALL REPLACE AND ADD AC UNIT WITH DUCT PER PLANS Infractio Passed Comments INSPECTOR COMMENTS False I 3 Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 08, 2013 For Inspections please call: (305)762 -4949 Page 30 of 40 Miami Shores Village Build'i.g Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305),1795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: MECHANICAL Owner's Name (Fee Simple Titleholder) Owner's Address 50 Su) Jo J ', City IntSW\ State Tenant/Lessee Name Email O(C 'm S0+010)906 w Sb . Con Permit No. MCA ( f Master Permit No. 'P-"NCI, l -� Phone # 39 2Ob /b7) Zip 33 Igo Phone # Job Address (where the work is being done) f 2 M /00 s-b County Miami -Dade Zip 7313$ City Miami Shores Village FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name (,Uk l'1.1 0-/_ , Contractor's Address ' 3Cp rj S 514) 11'i City i Y SW State Qualifier Name Or) ��\ f j//+0.(� State Certificate or Registration No.io t 4211 31123 Contact Phone 3b 233 5820 Architect/Engineer's Name (if applicable) Flood Zone Phone # 3o z33501O F L Zip 33 / ®6 Phone # 3o5' z 3 58a Certificate of Competency N / 7 'tS —1-1,'0cp E -mail 1 3)edo-—k-13N0 Value of Work For this Permit $ 14750 Square / Linear Footage Of Work: Type of Work: ❑Addition ['Alteration LiNew 0 Repair/Replace ❑ Demolition Describe Work: �id% f 1�iri 4/t AFL', )y'�fit /Al 311/ * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $�;;� Permit Fee $ Notary $ Scanning $ Double Fee $ Structural Review. $ IQ Training/Education Fee $ DPBR $ Violatithi date: Total Fee Now Due $ Radon $ CCF $ CO /CC $ Technology Fee $ Bond $ See Reverse side —› 0\ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 22 day of J of , 20 f®, by who is personally known to me or who has produced ,2 ./fir; ,- 6,:e . As identification and who did take an oath. NOTARY PUBLIC: "F�'� AO �1_0 Sign: "0, / 'NOTARY PUBLIC-STATE OF FLORIDA RIDA . „, `” 5 i:p F iori Print: ' =Commiss n 7 DD950712 ° ,;, r Expires ^:.15, 2014 My Commission ExpiresormEn THRC A rLA.ti-TIC BONDING Co., INC. * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Contractor The foregoing instrument was acknowledged before me this goR day of , 20 L, bye `� ply Of who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Si Print: My Commission Expires: NOTARY PUBLIC -STATE OF FLORIDA ' Maggie Lecco Commission # DD746148 Expires: ' JAN. 06, 2012 BONDED THRII ATLANTIC BONDING CO., INC. k ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL PERMIT # MECHANICAL ITEM UNIT FEE ITEM UNIT FEE ITEM UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES NC (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) mr GREASE TRAP SERVICE SIZE IN AMPS DUCT WORK INTERCEPTOR . SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP UNDERGROUND TANKS CLOTHES WASHER OVEN ABOVE GROUND TANKS SHOWER WATER HEATER U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3 -5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5 -8 HP TRANSPORTING ASSEMBLIES URINAL MOTORS OVER 8 -10 HP ELEVATORS /ESCALATORS WATER CLOSET • MOTORS OVER 10 -25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25 -100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP VIOLATION A/C UNIT A/C WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS HEATER -NEW INST. STRIP HEATER HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE SPECIAL PURPOSE SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE /RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS SOAKAGE PIT CU. FT. VIOLATION CATCH BASIN REJNSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET • SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) GAS PIPING BATCH NUMBER MIDADE COUNTY'. COLLECTOR I. FLAGLEI FLOOR MI FL LOCALBLSI IESS TAX RECEI AMI DADS C LINTY =STA I E OF FLOR E PI ES S €P 30,' 2011 MUST BE DISPLAYED T PLACE OF BUSINE RSU-11.17:1"0 COt1I TY CODE CHAPTER THIS IS NOT A BILL - DO NOT PAY NO. WEATHERMAKERS A C CONTRACTORS INC 13955 SW 111 AVE 33186 UNINADE COUNTY CAC1813423 WEATHERMAKERS A C CONTRACTORS IN` c.'Type of Business a6 CSC MECHANICAL CONTRACTOR. .-THIS 1S< A ., BUSIi`1ESETNC RECEIPT. .IT - DOES 'NOT,,PERMIT `THE s4 EXISTING REGULATORY OR ZONING LAWS OF THE `COUNTY OR: CITIES. -NOR DOES TT .,EXEMPT THE 'HOLDER FROM ANY OTHER PERMIT ,OR LICENSE REOUIRED sr LAW. THIS IS NOT A CERTIFICATION .OF THE MOLDER'S OUALIFICA- FAYMENT RECEIVED M A NI DARE COUNTY TAX COLLECTOR. 08/12/2010 09010137001 00075.00 SEE OTHER SIDE RENEWAL RECEIPT 523043 -8 STATE* CAC 423 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 DO NOT FORWARD WEATHERMAKERS A C CONTRACTORS INC PHILIP FIORI SERVIC MANAGER 13955 SW 119 AVE MIAMI FL 33186 111i111i11..111.1 l 1111A17al11111 tm!!!S }YA llil OP ID: MG +h.-- LT CERTIFICATE OF LIABILITY INSURANCE 010(/1 ' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(Ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 305- 666 -6636 WIIson,Washbum & Forster Ins. Email: info@wwfins.com 305 -662 7TT8 10301 So. Dixie Holy. Ste. 300 Pinecrest, FL 33156 -3151 .Sarah .L WBRhhurn NApAE: CONTACT Maria Giacchino or Jacob Lopez PHONE FAX N, E,�}; 305- 666 -6636 (Arc, No): 305-662-7778 certificates aQwwfins.com PRODUCER CUSTOMER ID F: WEATH -1 INSURER(S) AFFORDING COVERAGE NAIC F INSURED Weathermakers Air Conditioning Contractors, Inc. 13955 SW 119th Avenue Miami, FL 33186 INSURER A : Bridgefield Employers Ins. Co. OCCUR INSURER a: Hanover American Insurance Co. 36064 INSURER C: 08/07/11 INSURER D EACH OCCURRENCE INSURER E : 1,000,000 INSURER F : DAMAGE TO RENTED PREMISES (Ea co COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF UMMIDW►YYYY) POLICY EXP IMM/DDJYYYYI LIMITS B GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR LZJ8817485 08/07/11 08/07/12 EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED PREMISES (Ea co $ 100 000 , CLAIMS-MADE X MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP /OP AGG $ 2,000,000 -7 POLICY X LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ B UMBRELLA UAB EXCESS LIAR X OCCUR CLAMS -MADE UHJ8815073 08/07/11 08/07/12 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 DEDUCTIBLE RETENTION $ $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS YIN N I A 83014313 04/01/11 04/01/12 X WC STATU- OTH- TORY LIMITS ER EL. EACH ACCIDENT $ 1,000,000 EL DISEASE - EA EMPLOYEE $ 1,000,000 below EL DISEASE - POLICY UMIT $ 1,000,000 DESCRIPTION OF OPERATIONS i LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, N more space Is required) Air Conditioning Contractor Certificate Holder is listed as Additional Insured with respects to the General Liability CERTIFICATE HOLDER MIASHOI Miami Shores Village g 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) ©1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 140 COUNTY •• • .2011 • ...• LQGAL MU, ,.•. cr LLECi:OR MU►Mi- DADE'COII GLER&T EXPIRES;& • . MUST. BE DISPLAYS PURSUANT TQ G LM 500903 -0 BUSINESS HERMAKERS LOCATION C CONTRACTORS 2NC STATE# CAC1813423523D43 -8 13955 SW 119 AVE 33186 UNIN DADE COUNTY THIS IS NOT A BILL — DO NOT PAY RENEWAL FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 OWNER WEATHERMAKERS A C CONTRACTORS IN Sec. T pe of Business WORKER /S 196 SPEC MECHANICAL CONTRACTOR 3 THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY R ZONING REGULATORY FF THEE DO NOT FORWARD COUNTY OR CRIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS WEATHERMAKERS A C CONTRACTORS INC NOT A CERI1 of PHILIP FIORI SERVIC MANAGER • N HOLDER'S OUALIF OUALFICA. 13955 SW 119 AVE PAYMENT RECEIVED MIAMI FL 33186 NUBS -DADS COUNTY TAX COLLECTOR: 09/15/2011 09010289001 000075.00 SEE OTHER SIDE i>>;LillA►1liiiilUh aunhiih.fli,ilWd074 • 2 4. 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 Permit Type: Electrical Owner's Name (Fee Simple Titleholder) ,4`1.hrip Owner's Address a 4Ve 57°- City /010 5ifele1 State 33/ 3 7 RECEIVED SEP 2 3 2011 Permit No. Master Permit No. t— .507-0‘0//fe phone# Tenant/Lessee Name Phone # 706— 3-39 V 7/ E-MAIL: ..reti/o, Serioldtio h 5-6c ipik.co,ri Job Address (where the work is being done) 1.2 Y 9 41E. 1100 City Miami Shores Village County Miami-Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO „irk_ Contractor's Company Name Contractor's Address 096-s- sevi 1/9 14/e_ City edi State F' Zip 3/r‘ Qualifier Name 6etv-41,pr LV phone# raZ (/3/3 Phone # State Certificate or Registration No. .L Om F/6 Certificate of Competency No. 0260.2"99‘0 r E-MAIL: Architect/Engineer's Name (if applicable) J1/,'� 0 1114-Cd/C-' Phone # 3�5 Cf/-- d'32r7 Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: 0Addition Describe Work: ration ['New El Repair/Replace 0 Demolition ******** xxxxxx*xw *lc** xxxxxxxx x**7 Fees.* x*w Submittal Fee $ <1) 449 Permit Fee $ Notary $ Scanning $ Training/Education Fee $ Radon $ DPBR $ CCF $ *lc lc CO/CC Technology Fee $ 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 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 . bsence 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 R., ,2f 1, li Cog, As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: ��AI�Y PUBLIC - STATE OF FLORIDA Fhii n Fiori Con thsion D■450712 %,,,;,� Expir ;: J.: * 15, 2014 BONDEATARUAr,.:,.L-r,G • > fi 'tiGCn,nC My Commission Expires: x77 *xx)C *7.• W**** wwww xxxxx APPLICATION APPROVED BY: (Revised 02/08/06) Signature Contractor The foregoing instrument was acknowledged before me this day of "k, , 20 t t , by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: �Yxxxx7,k**xxxx *x *xxxxx ******7777 *7777 i� . �";,��i�`L ■ %, .�� r> OF FLORIDA Sign Co Print ommiSsion #DD746148 R'•••,,",••' pros: J4N. 06, 2012 My Commission Ex ire TFIRIT ATLANTIC BONDING CO.,/NC. xxx*xxxr.r.*xxxxx'7,r,77x777,77777, * 7777*Y7xxxxxxxxxxx***** Plans Examiner Engineer Zoning ADDENDUM TO BUILDING PERMIT APPLICATION AN APPLICATION FOR BUILDING PERMIT MUST ACCOMPANY THIS ADDENDUM. IF A MASTER PERMIT HAS BEEN OBTAINED, THE OWNER'S NOTARIZED SIGNATURE NEED NOT BE PRESENT ON SUBSEQUENT APPLICATIONS. PLEASE CIRCLE 0 DISCIPLINE APPLIED FOR: PLUMBING ELECTRICAL PERMIT # MECHANICAL ITEM ITEM UNIT FEE ITEM UNIT FEE UNIT FEE BATH TUB SWITCH OUTLETS SPACE HEATERS DISHWASHER LIGHT OUTLETS CENTRAL HEATING DISPOSAL RECEPTACLES NC (WIND) FLOOR DRAIN SERVICE TEMPORARY A/C (CENTRAL) GREASE TRAP SERVICE SIZE IN AMPS /t DUCT WORK INTERCEPTOR SERVICE REPAIR/METER CHANGE REFRIGERATION LAVATORY APPLIANCE OUTLETS , PROCESS AND PRESS PIPING LAUNDRY TRAY RANGE TOP / UNDERGROUND TANKS CLOTHES WASHER OVEN 1 ABOVE GROUND TANKS SHOWER WATER HEATER / U.F. PRESSURE VESSELS SINK. POT /3 COMP. MOTORS 0 -1 HP STEAM BOILERS SINK, RESIDENCE. MOTORS OVER 1 -3 HP HOT WATER BOILERS SINK, SLOP. MOTORS OVER 3-5 HP MECHANICAL VENTILATION TEMPORARY WATER CLOSET MOTORS OVER 5 -8 HP TRANSPORTING ASSEMBLIES URINAL , MOTORS OVER 8-10 HP ELEVATORS /ESCALATORS WATER CLOSET MOTORS OVER 10-25 HP FIRE SPRINKLER SYSTEMS INDIRECT WASTES MOTORS OVER 25-100 HP COOLING TOWERS WATER SUPPLY TO: MOTORS OVER 100 HP I VIOLATION NC UNIT NC WINDOW REINSPECTION FIRE SPRINKLER AIR CONDITIONERS 2p- HEATER -NEW INST. STRIP HEATER /- • 49/4 / -7X d� HEATER - REPLACE GENERATORS TRANSFORMERS LAWN SPRINKLER -WELL GENERATORS TRANSFORMERS SWIMMING POOL GENERATORS TRANSFORMERS WATER SERVICE SPECIAL PURPOSE SEWER CONNECTIONS OUTLETS COMMERCIAL UTILITY -SEWER SIGN TUBES UTILITY -WATER SIGN TRANSFORMERS SEPTIC TANK SIGN TIME CLOCK RELAY FIXTURES FAINFIELD, 4" TILE/RES. ANTENNA PUMP & ABANDON SEPTIC TANK TELEVISION OUTLETS + SOAKAGE PIT CU. FT. VIOLATION . CATCH BASIN REINSPECTION DISCHARGE WELL DOMESTIC WELL AREA DRAIN ROOF INLET SOLAR WATER HEATER FIRE STANDPIPE POOL PIPING LAWN SPRINKLER SYSTEM GAS RANGE METER SET (GAS) " GAS PIPING 7-ea-NY" Wk14,1, THIS SINES§., CONTRACTORS: 13973 SW 119 AV OWNER :WEATHERMAKERS tc RELUEOR A LIST OF Y;. 10140-1, NAc- pAtTru laKENWM- qP0914Krnugl Wei% p-Lq boT6Vor P' Delf-Ra461-11 -VAPE. GOO ry.i.43, 229807P,278611371 1'002 ONTRA6TO NaT &AD WEATHERMAKERS ELECTRICAL CONTRACTORS LLC MIKE SACO MGR 13973 SW 119 AVE MIAMI FL 33186 hanfl..HWA.A.Jd4..dA.hand - - . '17=1:4W.k TAICOOLLECTOR:i.k.f 0:01FLAGLERST LE:LOCH:MVO kFL310 ' ttiVILk OCAL-BTISINESSTAX:HgPPR MI-DADECOtiN4STATE FLORII EXPIRES SEPT O2Ot)? sr,st..-.DismayERATOVAcE0.ausiNE sPANT16,041Trcor*. cliAl!te • • 74. FIRST-CLASS U.S. POSTAGE PAiD MIAMI, FL PERMIT NO. .231 RENEWAL sITTHEkt4tlirj. Le NOTA P,114 4.37841- * • • oNTRACT . 119 13973 SW tiADE.;.•-.1?*••'..,-.:•.: • OWNER ELEC CONTRACTOR ELT: .• . • TAX BECEIPT IT OlgIDSER TO VIOLATE THIS IS ONI.Y A LOCAL ..BUSINF7SE a.."-r134* 1.517118I 196 , TEE DO NOT FOR .DOES .ITEXEMPT 1OLDER POM. ANY OTHER MI REQUIRED BY. FLIZ THIS OF .TA) RECEIVED .MI.A.MI-DADE COUNT 7.0061613500, SEE OTHER SIDE WEATHERMAKERS ELECTRICAL CONTRACTORS LLC • MIKE SACO MGR la973 SW- 119 AVE MIAMI FL 33186 • 114.11.4WHIludh.Jdlin.,WhAARRA /';;,, STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION ELECTRICAL CONTRACTORS LICENSING BOARD 1940 NORTH MONROE STREET um, t- TALLAHASSEE FL T2399-0783 FLINGOS, GERALD WILLIAM • WEATHERMAKERS ELECTRICAL CONTRACTORS LLC 13973 SW 119 AVE MIAMI FL 33186 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE (850) 487 -1395 BATCH NUMBER * ) Af 1 *,,;3 ( gfF, k f. C, r. PERMIT 1 0, RICTJ IF {_ I°BE DO Ntst FbFt�IVARD WEATHERMAKERS ELECTRICAL CONTRACTORS LLC MIKE SACO MGR 13973 SW 119 AVE MIAMI FL 33186 di i till: iii hint: ill s fit Siiii l i l 1. . IihIiii1iilli igii{ CT B Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY D.B. FLINGOS GERALD Is certified under the provisions of VALID FOR CONTRACTING UNTIL 09130/201'4 OP ID: JL 4W Y CERTIFICATE LIABILITY INSURANCE DATE/YYYY) 033 /25//25/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). ' PRODUCER 305 - 666 -6636 Wilson,Washburn & Forster Ins. 305 - 662 -7778 Email: info @WWfnS.com 10301 O. Dixie Hwy. Ste. 300 Pinecrest, FL 33156 -3151 Sarah .1 Wachhurn CONTACT Maria Giacchino or Jacob Lopez PHONE FAX WC, No, ): 305- 666 -6636 (AIC, No): 305-662-7778 E -MAIL PPRRODUCERCertifcates @WWfns.com CUSTOMER ID #: WEATH -2 INSURER(S) AFFORDING COVERAGE NAIC # INSURED Weathermakers Electrical Contractors, LLC 13955 SW 119th Avenue Miami, FL 33186 INSURER A: Hanover American Insurance Co. 36064 INSURER B : Bridgefield Employers Ins. Co. INSURER C LZJ7562104 INSURER D : 02/26/11 INSURER E : EACH OCCURRENCE INSURER F : 1,000,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSR SUBR wvn POLICY NUMBER POLICY EFF (MNI/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS A GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR LZJ7562104 02/26/11 02/26/12 EACH OCCURRENCE $ 1,000,000 X DAMAGE -Sr O PREMISE (Ea RENTED n ocxuence) $ 100,000 CLAIMS -MADE X MED EXP (Any one person) $ 1,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMP /OP AGG $ 1,000,000 -1 POLICY FCT LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA UAB EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ 9 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPR TORIPARr. EER/E,XEC OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS YIN N / A 83021-007 0- 4141 [11 t�g't /12 X WC STATE- 0TH - TORY LIMITS ER -*CH c.L. . ACCIDENT w 144 Mf1 m, C- I E.L. DISEASE - EA EMPLOYEE $ 100,000 below E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS I- VEHICLES - (Attach ACORD 104, Additional Remarks Schedule if more space Is required) Electrical Contractors CERTIFICATE HOLDER CANCELLATION VILLA -5 Village of Miami Shores g 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009/09) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD TAX COLLECTORS 140 W. FLAGLER ST. let FLOOR MIAMI, FL 33130 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT MIAMI-DADE COUNTY - OF FLORIDA PURSUANT TO COUNTY TCODE SEC. 10 -24 EXPIRES SEPT. 30, 2012 THIS IS NOT A BILL — DO NOT PAY • RECEIPT NO. 30- 6378913 CC NO : 07E001067 BUSINESS NAME / LOCATION WEATHERMAKERS ELECTRICAL CONTRACTORS LLC 13973 SW 119 AVE OWNER :WEATHERMAKERS ELEC CONTRACTOR LLC ELECTRICAL CONTRACTOR • FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SEE BACK OF RECEIPT FOR A LIST OF NONPARTICIPATING MUNICIPALITIES Receipt holder must register In the city where work Is to be done. i PAYMENT RECEIVED MWhtt•DADE COUNTY TAX cot f29 /2011 • 02210009001 000200.00 DO NOT FORWARD WEATHERMAKERS ELECTRICAL CONTRACTORS LLC MIKE SACO MGR 13973 SW 119 AVE MIAMI FL 33186 t 1y tt t ti tt l t`i t 1 i1, t� i jrt�t> t► 1{ �str�ilsiltsfltrsllr :�:1�llf�ti�:3til�rtiri 11t1fiirl S 611598 -4 Tto� "eig L %MS ELECTRICAL CONTRACTORS LLC 13973 SW 119 AVE w3�31186- UNIN DADE COUNTY WEATHERMAKERS ELEC CONTRACTOR LL smi4rgegenaCAL CONTRACTOR THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT HOLDER TO VIOLATE NY EXISTING REGULATORY OR ZONING LAWS OF THE DO OR CMES. NOR ES�IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED EY LAW. THIS IS NHHOLDDERiSIS CERTIFICATION IS NOT A BILL - DO NOT PAY RENEWAL PAYMENTRECENED MIAMFDADECOUNTYTAX COLLECT" 09/27/2011 09010421001 000075.00 SEE OTHER SIDE U CC FIRST -CLASS U.S. POSTAGE I PAID MIAMI, FL. PERMIT NO. 231 *RETIP2 4gl 067 637891-3 WORKER /S 6 DO NOT FORWARD WEATHERMAKERS ELECTRICAL CONTRACTORS LLC MIKE SACO MOR 13973 SW 119 AVE MIAMI FL 33186 208 - • CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 07E001067 THERMAKERS ELECTRICAL CONTRACTORS LLC D.B.A.: FLINGOS GERALD Is certified under the provisions of Chapter 10 of Miami-080 CoUntY Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171046 Permit Number: RF- 3- 12-435 Scheduled Inspection Date: August 28, 2012 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SR HORRUITINEN ROOFING INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number (305)206 -1767 Parcel Number 1132050080060 Phone: (305)553 -3023 Building Department Comments RE -ROOF AND NEW ADDITION Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 27, 2012 For Inspections please call: (305)762 -4949 Page 3 of 17 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION •INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: '7�P4 1,® . ! t? k Ai fir. Job Address: /24cr. lk.l� I e' 5f' /AJai `��'( , ii Roofing Contractor: u J % dt )x- PiivJ Permit Number: g •e3-/ Z - 4 S- Type of Tile: I —I !A" tall Alti 5c Approximate Roof Height: 'C feet Slope: ;It Approximate Square Footage: 2/1 M 0 ft2 Type of Access to Roof: — Ladder OtherRequired Tptina Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: r 4? - II Date of Inspection: P -t • 11 TEST RESULTS P= PASS, F= FAIL Test Location PorF yy�� Test Location PorF Test Location PorF Test Location PorF Test Location PorF 1 r �'f. 5 21 A Pj� 41 / � 61 % 81 ? P' 2 22 • 42 • 62 ti 82 Q 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 4 16 36 56 76 96 °- 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 ® 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: (e if Area Units or ft' , No. of Tests Perimeter Pp kV' Field jl p I" IS Corners °I F 21 Hips & Ridges 4. 3 b O 1i RESPECTFULLY SUBMITTED BY: vma Vinayagar M. Balakrishnan V State of Florida Lie # 63107 ROMA SITONATKMA,MSAMMS &isms LAB, UC pat.: .50 fri; /.04) 4 10 '5=k4 Aewwftm Ssakailitiff WOMMINIUMMUMUMUMMUMMERminummunnumumemon momminnineminiminimansammannissannam annimenninannimmisimommumannamminiumm mummingssimanmanniminnummilimminn smansimmsnammanessennumannummusammiumm nimminnonninammanummisminnammumma ummommummin sum sums assigness as mommunan mammansummanniessumninummenimummummum mmursal; ..172EmwM747b mimannamme mummvaliniimmemiLdff&siaromilmsnannansin sannamonammimmillimmearAmuultu mnsimannan minamilmoirmil0441mi*P0,g01 simman mannansim ENEWM4MirnaguswinammunLa enwomen minmensms. sionawramminwflommoWAL4N, WOL44114MEmmensmss immonwAk2inumunnisussamemz4 fiamminemmanammusen umusiompliwitaa*,,=-,fiiiiiiiiimmossmaimmirminnammiumms MINSMONOMPPimmunismassa tilinhileRMINIMENN mansmmmassimassummummumnsamminimminen sinomcmannanissumins alliMMALAIUMMUMMOMMI maimmensmaimminsannausesensimmanammannum wwwwpaimmiummannuniminclumwmannamesmi WRIMMUMOMMMAIIMIKKOMEWWWWROU=LJnammummum mmumminmErngAnyiriznzrznimmounsmensinsim menammaimumwmarawAsumn wimanuanammunnumum mnisournallianMAINFIBMOVOMMUMNINMSEMIN MUMMMUMW y WASIFFR I -Arr7iNidimittlaMMIUMMUMWO MUSIMPRW111entAiliMMUMIONNUOWANUMUNIIMMUM MINIMMUUbdIVAIMUMMIAMMEWINSIONSUMMUMMUMMUMUM IIIMMEMENW4ROMMUMWOUSWWWWW4IMUMUUMUMUMUNO UNEMMENICIPAISMOirminimmissa.vaminmsannemmumu nimmonfrowswominammennummissmaitinsum •ini; l mummumwmeml illiCONUMINEWIRON suismuAirnw '01111/112MAINItt 40,1tAMMOUVUMUSE nissmamodgmismonsimmummuumnionnumum simmumummunammusessissiciftemmanummansms mummistummennimolf emansansimaniumminans manniummanninannummummannammumm RE: Permit # /2 13C Miami Shores Viiiage Building Department INSPECTION AFFIDAVIT I Y -,alf / ?7 , 4 (Print name and circle License Type) License #: g-'7 On or about / /7. o/.?-- 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at /2 44, /7Z /) ,''® ) 5 7.40 a- (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property `0,1.1111111/// % - mentioned. ,,\‘ ti OS Si /v' 0310612016 ' Sworn to and subtscri =,, Q4`this Commission # Notary Public, Sate f* .a34.1 . ✓i�� OF FL `�� *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit it and address it clearly shown marked on the deck for each inspection Revised on 5/21/2009 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. JR-EC VE MAR 132012 PC-It-L-135 aster Permits RC l Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): S 10 ' Phone #: Address: LA 9, e 100 City: VI U) '4 l ce_13. Tenant/Lessee Name: Email: il f s-39-Licwz State: Zip: 34 Phone #: JOB ADDRESS: 0,1-1 "l NE 100.3 T City: Miami Shores County: t Folio/Parcel #: 'I ` C)OS 0 C 6 0 Is the Building Historically Designated: Yes Miami Dade Zip:35 /5' NO ./ Flood Zone: itiO CONTRACTOR: Company Name: S • , kJ C--)f C ‘-\:‘ S Phone #: 3/6-53 - 3C127 Address: 16 / G S 34 ST City: l\A \ 6 /V` 1 State: F Zip: 3 31 G - Qualifier Name: 5t.-rot. roc f R.'t VI C.- it Phone #: 3/ Z I' - 0 5 State Certification or Regist ation ( on #: � C Certificate of Competency #: Contact Phone #: 5/01..17- 6 S 6 3 Email Address: DESIGNER: Architect/Engineer: _U it Value of Work for this Permit: $ Type of Work: °Address °Demolition Description of Work: `�- t ®c t I -� sf - IQ? � I- . \ �= ® � C2 t� et, L �c 1 .may Phone #: S 00 . U' Square/Linear Footage of Work: ❑Alteration mew age-pair/Replace COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F * ** * * * * * * *** * * * ** ** ** ** ** * * * ** *** ******* ** ** Permit Fee $ 3)5°‘1 j) CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Submittal Fee $ 5:3 0 "4 `' TOTAL FEE NOW DUE $ .)l " Bonding Company's Name (if applicable) Bonding Company's Address City State - I 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, BOIT FRS, 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 hich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap roved and a reinspection fee will be charged. Signature Signati e wner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this1 day of, (' , 2011_, by o Tc, j6 O , day of A/I , 201 Z,by c,Vrtsfcc who is so known to me or who has produced who is p son known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: *' a� ° Flies Vnld oeore° My Commission Expires: APPROVED BY .F° moo; �;C -0MMI�ION #DD853015 ao� vim`' e0 EXPIRES: FE BOO n 10;4'' WWW.AARONNOTARY.com fjc /01-- Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) NOTARY PUBLIC: Si, 4111 'fission Expir it WWW.AARONNOTAR'Lwm Print: My Elio Vald !OMISSION # D0853015 Zoning Clerk NOTICE OF COMMENCEMENT 1 11 1111 1 1111 1311 11111 11 1 11 11111 11 11 11 11 A RECORDED COPY MUST BE POSTED ON THE JOB SiTE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOUO NO. 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: 2. Description of improvement CFN 2012R0185717 OR Bi; 28025 Ps 009; (ips ) RECORDED 03/08/2012 0q :41 :42 HARVEY RUVINi C :LERK OF COURT t1IAPII -DARE COUNTY, FLORIDA LAST PAGE 1 12 �{ )J �-" 10°57 Space ? � reserved for use of recording office 5l;_cfcs ICC �e Loa 3.Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Co r ctor's name address and phone number. iC d ('Gr. O Si A.) Y 5i /At Lin4 i Ft '3 ?� 1 � l i2ct f ST -.(sr 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ `-41'17 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or otter 'c ments may be served as provided by Section 713.13(1Xa)7., Florida Statutes, (( Name, address and phone number i ) 8. In addition to himself, Owners designates the following person(s) to receive a copy of tie Li es Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencement the expiration date is 1 year from the date o racer-cling unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR OWICE OF COMMENCEMENT Signature(s) of Owne .! , ' Authorized Officer/Director/Partner/Manager Print Name Prepared B t P � A t' °t �-1(- Prepared B By • , j� U if-) C, Title/Office f eTc� • - St-r--)0 , �,3 0 Print / �i G 6-7 -C 5.2 91 STATE OF FLORIDA L.4 11.1 COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By % -e-(' t'6 z Lwc ❑ in 'viduall or .� a daYof L1. y, as for ersonally known, or Ut produced the following type of identifica Signature of Notary Public: Print Name: (SEAL) ' ads VERIFICATION PURSUANT TO SECTION 92.525, FLORIDA STATUTE ° x n,,i N d Under penalties of perjury, I declare that I have read the foregoing and r v�,�'rl.'rn that the facts stated ' it are true, to the best of my knowledge and beliely Signature(s) of Owne 1rC elf o ia1de v7 GGOMMISSION By 123.01 -52 PAGE3 310 "A, s)'s Authorized Officer /Director/PartnerjNaiag 0s [i_ By EXPIRES: FES. OZ 2013 ° W ° •.NNO - con BPTCH NUMBER d.T.T,VA1 362723-0 1141S is NOTAB—DONC Busenms AtjugE 5 R �ORRLJrTINER ROOFING INC STK 9690 SW 34 ST 33165 UNIt4 TIME COUNTY OWNER • • • • • • S R HORRUITINER ROOFING INC . . • • • • • Ses.Typia-BusittOs • . • • , WO 196 -SPECIALTY.., BUILDING . CONTRACTOR TIM IS' ONLY A LOCAL •• • . • .. SMARM TAX RECMFT. IT • . • • • • Don NOT MINT THE • . . • • HOLDER TO VIOLATE ANY '• • • Eumirm REGIRAToRY OR EMIG LAWS O THE coUNTV OR OMER. NOR DOES if gxEmpr • . THE Boum MDR ANT..OTHER PERMIT OR UCENsE MIMED BY LAWYUSIS NOT A VEITTIFMATION OF THE HOLDER'S OISALWICAr TIMM • • . • • FATHOM RECEIVED AVOMMWM COMIMMIK COLLEMOM 00/17/2011 60020000237 800075.00 SEE OTHER SIDE DO NOT FORWARD S R HORRUITINER ROOFING INC SERAFIN R HORRUITINER PRES 9690 SW 34 ST MIAMI FL 33165 si istsiits," flirt Ail I vi At vs's' iisi sh Hi ° CERTIFICATE OF LIABILITY INSURANCE DATE ommturrrn 17J THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), CERTIFICATE HOLDER. RIGHTS UPON THE CERTIFICATE HOLDER. THIS BY THE POLICIES BELOW. THIS CERTIFICATE CERTIFICATE DOES OF AND THE AUTHORIZED REPRESENTATIVE OR PRODUCER, IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy (les) must be endorsed. If SUBROGATION IS WAIVED, subject to the berms and conditions of the policy, certain policies may require an endorsement A statement on this cerbiicate does not confer rights to the certificate holder in lieu of such endoruemont(s). PRODUCERNaec FRANKCRUM INSURANCE AGENCY, INC. 100 S. MISSOURI AVE. CLEARWATER FL 33756 +oalrncr Mew 6/„ 1-800- 277 -1620 x4600 i .e* 727-707-0704 DEAL ADDIERRO INSSRER by AFFORCUIG COVERAGE NA(C# INSURER FRANK WNINSTON CRUM INSURANCE, INC. 11600 INSURED FrankCrum 1-800- 277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33756 INSURER a *SURER c INJURER a INSURER E: INSURER F: COVERAGES CERTIFICATE NUNIREW 12029$ !TORSION NUMB>3E THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, , TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCEE S DESCRIBED HE3RBN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. WAITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DER cot TYPE OF ADUL MISR ERRS POILI POI.rCYEFF PCW1.91E1tP (rte Lg9Ts GENERAL UARUTY cOt Rd. AL GENERALUAB@.UY EACH OCCURRENCE $ DAMAGE TO RENTED (E° ) $ II I I�E1P WTos p N $ PERSONAL 6ADVINAIRY $ AL , $ OENLAooIIEOATELI T APPLIES Pet PRODUCTS - LOLLOP AGO $ Elmo' $ AUTOMOBILE LIABILITY ANValrro ALLY AUTOS HIRED AUTOS AMOS NON -OWNED COMM, SINGLE LSAT � $ BOW DIJURY (Per Pasa) $ -SCOWLED BODILY SWRY(Pet ae $ _AUroa PROPERTY 01 6E War eo - $ $ UMBRELLA UM EXCESSLIAB OCCUR WASISMADE $ EACH OCCURRENCE $ ANTE $ DEO1 1 REIEN xNS A woR COMPENSATION NW wA WC201200000 1/1/2012 1/112013 arc mans X 1 LINTS 1 I am E.L. EACH gccaoErtr $1,000.000 $1,000,000 $1,000,000 ANY OFFICER/NEMER Mandatory If yes, desodbe DESCRIPTION EXCLUDED? oRfP in NH) under belay IYIN 1 E.L DISEASE - EAErOLOVEES El... INSEAM - POLIGYUMU OF OPERTAT DESCRIPTION OF OPBIAT ILOCATIO?B /VEHICLES (Math ACtat0 101„AQdNad Ramartusdrdigo. Balaespaee is rem THIS CERTIFICATE REMAINS IN EFFECT PROVIDED THE CLIENTS ACCOUNT IS IN GOOD STANDING WITH FrankCrum. COVERAGE IS NOT PROVIDED FOR ANY EMPLOYEE FOR WHICH THE CLIENT IS NOT REPORTING HOURS TO FrankCrurn. COVERAGE IS NOT PROVIDED FOR STATUTORY EMPLOYEES OF THE CLIENT. EFFECTIVE 04/30/2007, APPLIES TO 100% OF THE EMPLOYEES OF FrankCrum LEASED TO S.R. HORRUITINER ROOFING, INC. 305- 553 -1653 a:.tRltrlN441 C 11VL M MIAMI SHORES VILLAGE 10050 NE 2ND AVE MIAMI SHORES FL 33138 SHOULD ANY OF THE ABOVE WOMBED POLIOES BEC.ANCE LLE D BEFORE THE E PI RATIN DATE THERE. NOTE WILL BE DELIVERED IN ACCORDANCE WITH THE POLLY PROVISIONS. Amman) REPRIMENTAIIVE - ��. •/ ACORD 25 (2010/05) The ACORD name and logo are registered nooks of ACORD 019854010 AGGRO CORPORATION. Ali rights reserved. ACORD„ CERTIFICATE OF LIABILI TY INSURANCE PRODUCER a49 -9005 ONE STOP INSURANCE AGENCY INC 17088 W DIXIE HIGHWAY NORTH MIAMI BEACH, FL 33160 I03/07/2012 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIL S.R. HORRUITINER ROOFING INC 9690 SW 34 ST MIAMI, FL 33165 INSURER A: SENECA SPECIALTY INSURANCE CO INSURER B: INSURER C: INSURER D: INSURER E: COVERAGES THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE UMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. A .TR WEB TYPE OFINSURANCE POLICYNUMMER PgAUTVW PlaCIENYVI LIUTS A GENERAL MOUT/ COMMERCIAL GENERALUABLLITY BAG- 1004722 04/09/2011 04/09/2012 EACHOCCURRENCE $ 1,000,000 $ 100,000 X ) aims MADE X OCCUR MED EXP (Any one ) $ 5,000 $ 1,000.000 X BI/PD X500 DED PERSONAL & ADE INJURY GENERAL AGGREGATE $ 2,000,000 GEWL AGGREGATE LIMTAPPLIES PER: I POLICY n Jr.PR81 n wC PRODUCTS , COMP/OP AGO $ 2,000,000 — /L AUTOMOBILE LIABUJTY ALLOWNEDAUTOS SCHEDULEDAUTOS NIREDAUTOS NON.OWNEDAUTOS N/A N/A N/A COMBINED SINGLE UMI T a BODILY B BURY $ — BO L i PROPERTY DAMAGE (P GARAGE Lamm ANY AUTO N/A N/A N/A AUTO ONLY) EA ACCIDENT $ —I R EA ACC 1 ALIT OONLY: AGO $ tAMM N/A N/A WA EACH OCCURRENCE $ 7 OCCUR I CLAIMS MADE AGGREGATE a DEDUCTIBLE RETENTION 1 $ 5 a WORKERS COMPENSATION 'LIABILITY � ANY PROPIOETORPARTNERWEXECUTIVE OPFICERIMEMBER EXCLUDED? IhmstaribepRoviuroms below N/A N/A N/A I r iJ i i 's I I° '' E L EACH ACCIDENT $ E.L. DISEASE r EA EMPLOYEE $ E.L. DISEASE >POLICYUMIT $ OTHBA: DESORPTION COOPERATIONS MOCAT /V IEXCLU ISADDED BYE NT /SPECIAL ROOFING CONTRACTORS CERTIFICATE HOLDER CANCELLATION VILLAGE OF MIAMI SHORES 10005 NE 2 AVE MIAMI SHORES, FL 33138 305- 756.8972 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE EMI EXPIRATION DATE TNEIEOF. THE ISSUING INSURER WILL EMLWAVCR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAI.URE TO DO SO SHALL IMPOSE NO OBLIGATION OR IABEJTY OF ANY 1M ITS AGENTS OR REPRESENTATIVES. AUTHORSIEDIREPREIRDITATIVE STUART A. STARR, AGENT ACORD 28 (20010 C • TION 1988 Miami Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 3 Z 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: 1 0 cScSi-0 Property Address: 12 £ 100 S T Roofing Permit Number: 1 Z y a5 Dear Building Official: 1 5 k � A-O-c-50 certify that I am not required to retrofit the roof to wall connections of my buildi ecause: he just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 editio f the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he /she is the owner for the above property mentioned. Swom to and subscribed before me this Notary Public, Sate of Florida at Large day of 20lit- ,t q 0,flaaoaaa i 10 5�Faldea aao s aCAMMISSION #DD853016 d.4 � ExPIRES: °2, 2013 WWW.MRONNOTAR`Lcom • When the just valuation of the structure for purpose of ad valorem taxation Is equaT . or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 Miami-Dade My Home My Home miamidade.go, Show Me: Property Information Search By: Select item • Text only Property Appraiser Tax Estimator alProperty Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11-3205-008-0060 Property: 1249 NE 100 ST Mailing SERGIO D SOTOLONGO Address: 2 Living Units: 1249 NE 100 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138- Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: ,2/2 $195,848j;_ 1 Floors: 2 Living Units: 1 Adj Sq Footage: 2,339 Lot Size: 7,950 SQ FT Year Built: 1950 $50,000/ $261,862 5 53 42 GORDON City, SHORES PB 45-8 E25FT Legal LOT 5 & W5OFT LOT 6 Description: BLK 1 LOT SIZE 75.000 X 106 OR 15912 -1407 0593 1 25614- 0263/25693- 4948 0407 1 Assessment Information: Exemption Information: ear. 2011 2010 2010 7 -96679 =111111 $195,848j;_ 1 nom' E 2=2• ,ylkr' Exemption Information: ear. 2011 2010 Homestead: $25,000 $0 2nd Homestead: YES NO < Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption) Taxable Exemption! Taxable Value: Value: Regional: $50,000/ $261,862 $0/5293,729 County: $50,000/ $261,862 50/5293,729 City, $50,000/ $261,862 $0!$293,729 School Board: 525,000/ t $286,862 50/5293,729 Page 1 of 2 ACTIVE TOOL: SELECT Aerial Photography - 2009 0 111 ft M H y ome 1 Property information 1 Property Taxes j My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer If you experience technical difficulties with the Property information application, or wish to send us your comments, questions or suggestions please email us at ? ,rebmaszer. Web Site C 2002 Miami -Dade County. All rights reserved. Legend Property N Boundary Selected Property e✓ Street Ai Highway Miami -Dade County Water Sale Information: http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/13/2012 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 70NING DEP ri Florida Building Code Edition,WFT Hlgh- Velocity Hurricane zone Uniform Permit Apatin Forma i A `r SUBplicJECoT i 0 c; PIC ,l °LIAE WI fH ALL FEDERAL SPrtfinn A (General Inform-at_ LUN; RULES,4ND REGULATIONS rocess No. 5 Cat' L. LIL ©q LAS PAC‘ C 100 5T Master Permit No, ___ Contractor's Name Job Address loa■ar 55-Sr ❑ Low Slope ❑ Mechanically Fastened Tile 19' Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ew Roof ® Reroofing ❑ Recovering ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) 6e/ ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) atw 61�t Section B (Roof plan) Total (SF) wol 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. 4 . FLORIDA: UILD1NG CbbE BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form. Cat- -tin f7 (StQep SlnpedRonf System) Roof System Manufacturer: 144 1\1\0 �® l' g ,V` \ -� Notice of Acceptance Number:10 _ 6706d cos- Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations)1. 6 , 8j P2: fl °i 6 P3: We)-9 I Maximum Design Pressure c� _ (From the Product Approval Specific System): _l y 0 Q6c t. ► If la p Roof off Slope: : 12 - 11 I - do ea Deck Type: LAD7c 5/r P 1/41, U C)Cei Type Underlayment: Insulation: Fire Barrier: Fastener Type & Spacing: Adhesive Type: Ridge Ventilation? �k30 ASSN► Mean Roof Height: 4 k)14, LS 10u.tslac0-0 b3itAswi asihk14 Type Cap Sheet: Roof Covering: c,[,C4 Coto C -e. Type & Size Drip Edge: FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for Mrwith the values from Mr. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 " o ent Based Tile Calculi', goes Per RAS 127" [[+�,, zi °65 1 `) -Mg: CC .°5 =M�., % . S NOA Mf =I 0 X Cam Si 2.1 -Mg: ' .OS m NOA Mr, zX0 ` 7 — Mg: %-- )S _ ®° NOA Mj 0`14, Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA M1 Mr Required Moment Resistance* Mean Roof Height — Roof Slope X12 3:12 4:12 15' 34A 322 304 20' 38.5 34A 322 25' 382 38.0 33.8 30' 39.7 37.4 35.1 40' 422 39.8 37.3 512 28A 30.1 31.6 32.8 34.9 8 :12 28.4 28.0 29A 30.5 32A 7:12 24A 25.9 27.1 282 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area•of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi : z I: = z w: = ) — W: z' cos 0: = Fr,: NOA F' (P2: zl: = z w:= ) —W: cos 0: = Fre NOAF (P3 : z 1: = z w: = ) — W: z cos 0: = Frs: NOA F' Where to Obtain Information Description Symbol Design Pressure P1 orP2 orP3 Where to find RAS 127 Table 1 or byan engineering analysis prepared bq PE based onASCE 7 Mean Roof Height H Job Site Roof Slope e Job Site Aerodynamic Multiplier Restoring Moment due to Gravity A.ttarlinent Rice NOA Ma NOA Mr NOA Required Moment Resistance Minimum Attachnnst Calculated F NOA Required Uplift Resistance Calculated AvTile W W NOA 1a length w= width NOA All calculations must be submitted to the Building Official at the time ofperndtapplication. 123_01 -48 12/09 PAGE 5 1 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: P2: P3: Maximum Design Pressure (From the NOA Specific System): Method of tale attachment: Roof Slope: :12 Steep Sloped Roof System Description Deck Type: ype Underlayment: nsulatlon: Fire Barrier: Ridge Ventilation? astener Type & Spacing: dhesive Type: Mean Roof Height: ype Cap Sheet: *of Covering: Type & Size Drip dge: 123_01 -48 12/09 PAGE 4 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor The owners initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of provi ng 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 agr - ment between the owner and the contractor. 2. ►J Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailez!p accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to rem tving the existing roof system). 3. ) Common roofs: Common roofs are those which have no visible delineation between neighboring units , townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner hould 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 pen of the underside of the decking may not be acceptable. This provides the option of maintaining the appe tltrance. 5. F.I Ponding water: The current roof system and /or deck of the building may not drain well and may caus -water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expe tancy and performance of the new roofing system. Pounding conditions may not be evident until the origin °I roofing system is removed. Pounding conditions should be corrected. 6. 4 Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in acco ltnce with the requirements of Sections R4402, R4403 and R4413. 7. kJ/a, r1Pr inten redu roof. Ventilation: Most roof structures should have some ability to vent natural airflow through the the structure assembly (the building itself). The existing amount of attic ventilation shall not be d. It may be beneficial to consider additional venting which can result i T %ing the service life of the 0wne`'1h is Signa ure Date Revised on 7/9/2009 LD it Contracto _ a Date MIAM COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) HOARD AND CODE ADMINISTRATION DWISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315.2590, F (786) 315 -2599 www.mlamidade.gav/buildina/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submittal has been reviewed and accepted by Miami -Dade County BNC - Product Control Section 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 Section (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. I3NC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material falls 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 of the Florida Building Code. DESCRIPTION: PoIypro® AH160 LABELING: Bach unit shall bear a immanent label with the manufacturer's name or logo, city, state and following statement "Miami -Dade County Product Control Approve, ", 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 renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 11-0174.04 Expiration Date: 05/10112 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS I27, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensious Ted pecifica Polypro® AH160 N/A S TAS 10 ns Foampro ®RTF1 000 N/A ProPack® 30 & 100 N/A Product Desolation Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypm AH160 roof tile adhesive. PHYSICAL PROPERTIES: Pronerfv Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTMD2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbsfft.3 18 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change ®-40* F., 2 weeks +6.0% Volume Change ®u 158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. !APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Renert Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11-93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1) ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02199 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2, Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roadie adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _W 2 F'— MS NOA No.: 11-0124.04 Expiration Date: 05110/12 Approval Date: 04/14/11 Page 3 oil INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro n AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® A11160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® A11160 shall be applied with Foanipro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro! AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypm AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 11-0124.04 Expiration Date: 05/10112 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY C.112,11!Llylf-giTrii4 1 APPROVED 1 NOA No.: 11-0124.04 Expiration Date: 05/1042 Approval Date: 04/14111 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement *neat Nell Waugh ptagnccement Unirtaylnt 1 Paddy lb) Corse 4 r-1,0! t �� •Trj e APPROYED1 NOA No.,: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04114/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF TMS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 MU MW3f1QE i COIN! BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34 Ave Deerfield Beach, FL. 33442 SCOPE: This NOA is being issued under the applicable roles 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 inmuxliately 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 of the Florida Building Code. DESCRIPTION: Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate LABELING: ING: 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 revises NOA #09- 0928.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigers. NOA No.: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Category: Roofing Subcategory: Flat Profile Roofing Tiles Material: Concrete 1. SCOPE This is a new system using Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate, as manufactured by Hanson Roof Tile Inc. in Deerfield Beach, Florida and described in Section 2 of this Notice of Acceptance. For locations when the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson Flat Tile Hanson Slate Hanson Chalet Shake Hanson Southern Shake Hanson Victorian Slate Trim Pieces Test Dimensions Specifications 1= 17.25" w= 13" 1= 17.25" w =13" I = 17.25" w =13" 1= 17.25" w =13" I = 17.25" w= 13" 1= varies w = varies varying thickness Product Description TAS 112 Flat, interlocking; concrete tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Flat, interlocking, concrete tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Flat, interlocking, concrete tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications: TAS 112 Flat, interlocking, concrete tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Flat, interlocking, concrete tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each file profile. 2.1 SUBMITTED EVIDENCE: Test AYencv Test Identifier IBA Consult, Inc. Redland Technologies The Center for Applied Engineering, Inc. 2381-265 7161 -03 Appendix III 44-084 Test Name/Report TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Date Feb. 2008 Dec. 1991 May 1994 NOA No.:10 -0706 08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 2of8 The Center for Applied Enginering, Inc. The Center for Applied Inc. The Center for Applied Engineering, Inc. The Center for Applied Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering. Inc. The Center for Applies Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Roland Technologies The Center for Applied Engineering, Inc. Nutting Engineering Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Enginming, Inc. Walker Engineering, Inc. Wacker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. .ikPP OVED 94 -060A 25- 7094 -2 25 -70948 25 -7094-5 25- 7183 -6 25- 7183 -5 25 -7214-1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 13343.1 520109 -1 520111 -4 520191 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Calculations Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing TAS 102 (4" Headlap, Nails, Battens) Static Uplift Testing TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing TAS 102 (2 Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Qu. Drive Screws, Battens) Static Uplift Testing TAS 102 (1 Qum Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (1 Quik Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail-On) Wind Tunnel Testing TAS 108 (Nall -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shards nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moments 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25-7848-6 25 -7183 Two Patty Adhesive Set System March, 1994 Oct. 1994 Oct 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept 1993 Oct 1994 Aug. 2006 Dec. 1998 March 1999 May 2006 May 2006 February 1996 April 1996 December 1996 March 1995 April 1999 NOA No.: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 3 of 8 3. LIIVIITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3. Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30190 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data. For Attachment Calculations Table 1: Average Weight (W) and Dimensions (1 x w ) Tile Profit Hanson FiatTile including Slate, Chalet Shake, Southern Shake, and Varian Slate Weight -W (Ibf) Length -1(ft) W dth w (ft) 11.6 1.4375 1.08 Tile Profile Table 2: Aerodynamic Multipliers - A (ftt Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate A (ft') Batten Application 0.304 A (ft') Tile Profile Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 2":12" Batters; 7.53 Table 3: Restoring Moments due Direct Deck 825 3":12" 4 ":12" to Gray 5": Battens Direct Deck Battens 7.46 8.17 7.35 Direct Battens 7.20 I:r�'c1v(J. l.i r iI,zra .4PPRO`JED I ty -MaMan 12" 6 ":12" r:12" greater Battens or Direct Deck Direct Deck Battens Direct Deck 7.88 7.02 7.69 6.83 7.48 NOA No.: 10-1706.06 Expiration Date: 04110/13 Approval Date: 09 /15/10 Page 4of8 Tile Profile Table 4: Attachment Resistance Expressed as a Moment for N aii-On Systems Direct Deck (min 15132" plywood) Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate Fastener Type 2 -10d Ring Shank Nails - Mr (ft -Ibf) Direct Deck (min. 19132" plyMOod) Battens 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 fi8 Scar 2 #8 Screw 30.9 38.1 17.2 7.3 9.8 4.9 14.0 18.8 7.4 30.8 30.8 182 1 -10d Smooth or Screw Shank Nail (Aoki Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Naffs (Field Clip) 2 -10d Smooth or Screw Shank Nails (Eave Clip) 51.7 51.7 24.3 24.3 24.4 24.2 19.0 19.0 221 35.5 35.5 34.8 31.9 31.9 32.2 2 -10d Ring Shank Neff& 1 50.3 1 Installation with a 4° t headlap and fasteners are located a min. of 2W from head of tile. , 48.3 Table 5: Attachment Resistance Expressed as a Moment Rif (it -Ibf) for Two Patty Adhesive Set Systems Tile Profile Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian State 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Tile Application Minimum Attachment Resistance Adhesive 31.3' Table 6: Attachment Resistance Expressed as a Moment for Single Patty Adhesive Set Systems Tile Application Tde Profile Hanson Flat Tde including Slate, Chalet Shake, Southern Shake, and Victorian Slate 4 Large paddy placement of 45 grams of PolyProlm. 5 Medium paddy placement of 24 grams of PoIyProTM. - Mf (ft Ibf) P0IYPr0TM PolyPro7t Minimum Attachment Resistance Table 7: Attachment Resistance Expressed as a Moment - M,(ft-ibf) for Mortar or Adhesive Set Systems Tde including Slate, Chalet Shake, Mortar Sets and Victorian Slate Tile Profile Tile Application Rat at T Southern Shake 6 Tile -rite Roof Tile Mortar. Attachment Resistance 43.9 APPROVED NOA Now 10-0706.05 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 5ofS 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement "Miami Dade County Product Control Approved ". r • • ••• • • •••• ••• • • • •• ••• •• • ••• • AND /OR ••••• ••••• • • • ••• • • • 0401 • •••• • • • • • • •••• • • HANSON FLAT TILE INCLUDING SLATE, CHALET SHAKE, SOUTHERN SHAKE, AND VICTORIAN SLATE (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. APPROVED NOA No.: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09/15/10 Page 6 of 8 PROFILE DRAWINGS HANSON SLATE TILE CHALET SHAKE TILE NOA No.,: 10-0706.08 Expiration Date: 04/10/13 Approval Date: 09 /15/10 Page 7 of 8 SOUTHERN SHAKE VICTORIAN SLATE END OF THIS ACCEPTANCE NOA No.: 10-0706. Expiration Date: 04110/13 Approval Date: 09/15/10 Page 8 of 8 4 :: Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 184022 Permit Number: EL -5 -12 -801 Scheduled Inspection Date: January 10, 2013 Inspector: Devaney, Michael Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Permit Type: Electrical - Residential Inspection Type: Final Work Classification: Addition /Alteration Contractor: WEATHERMAKERS ELECTRICAL CONTRACTORS LLC Phone Number (305)206 -1767 Parcel Number 1132050080060 Phone: (786)249 -8880 Building Department Comments LOW VOLTAGE Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments January 09, 2013 For Inspections please call: (305)762 -4949 Page 26 of 27 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 2d0 Permit Typ electrical i O Ley WNER: Name (Fee Simple Titleholder): ! Phone #: 3 Permit No. la iTRA MAY 042►_ Master Permit No. �c. 5 -7/ a-3-7 Address: 12 4/Y /i✓ J 0 o c_ City: UV / Gal 5//OAe=5- State: �— Zip: 3 3 t 3 Tenant/Lessee Name: f/�� /J �" // Phone#: Email: 5e y / 0 Sd hilaly 0 a !/i s 4' .' � /� o corn JOB ADDRESS: 129 ! 4% /00 i7 City: Miami Shores County: Miami Dade Zip: 3 3/, P Folio/Parcel #: % / 3 0 5-0c 6°"0 Is the Building Historically Designated: Yes NO ./ Flood Zone: CONTRACTOR: Company Name: 4/e4. itie /i` °E' 11/ e—_ Phone #: -7 7'4' .2c/9 '7 Address: /3P5-5- s L/ /// T -e___ City: L / / 1�/L ( State: C-- Zip: 3 3 / g` 6' Qualifier Name: G'--O /4.6.00ivD-d °'r Phone #: State Certification or Registration #: &-X 00o 70'/ 1 Certificate of Competency #: J (�� % 67 ContactPhone#: 7F6- 'OZ 4(3/3 Email Address: �° (� c /7c < 4/e4 DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Type of Work: DAddress C 1 a ation escripfaon -of Work: ?.G 41a C--7—,1 6 Phone #: Square/Linear Footage of Work: ONew URepair/Replace ODemolition ‘96,--/-4_6„..7.-7--- 7°er- p/vx **+ x***** a: ***: ******+x ***+x+x******** ****** Fees*************+ x******** ********************** Submittal Fee $ Permit Fee $ / ®8' t s' ' CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ MAC o Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be a,' roved and a reinspection fee will be charged. Signature Signature Owner or Agent The fo ego day of who mstrume was a , 20&x, by wledged be re e or wh as produced As identification and who did take an oath. NOTARY PUBLIC: Sign. Print: My Commission Expires: The foregoing i ay of h *** * ** ******* ***** **** ***** APPROVED B son ly Contractor d „ as acknowledged before me this cfil , 20 l Zby 4C feiG/ own to me or who has produced as identification and who did take an oath. TARY PUBLIC: if Sign: Print: My Commission ''''' p ,,,' CLAUDIA V. CUBILLOS SP o ary • = My Comm. Expires Sep 23, 2015 ;N-• a Commission # EE 128810 ,,,, Bonded Through National Notary Assn, ************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** A' 2 e/ Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Zoning Clerk Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I I �'SY Inspection Number: INSP- 177028 Permit Number: PL -8 -12 -1490 Scheduled Inspection Date: August 22, 2012 Inspector: Hernandez, Rafael Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: CHAPMAN SEPTIC SERVICE, INC. Permit Type: Plumbing - Residential Inspection Type: Final Work Classification: Septic Phone Number (305)206 -1767 Parcel Number 1132050080060 Phone: (305)815 -9901 Building Department Comments INSTALLATION OF A NEW 900 GALLON SEPTIC TANK AND 500 SQ FT DRAINFIELD Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments HRS IN FILE August 22, 2012 For Inspections please call: (305)762 -4949 Page 23 of 38 08/20/2012 13:12 FAX 1-1LiqO APPLICANT: AGM: A All Dade PROPERaY AMUSE 1249 NE 100 St Miami, FL 33136 STATE OF FLORIDA DEPARTMENT OF REALTR QNSITE SENA= TREATMENT AND DI$POSAI, SYSTEM CONSTRUCTION IN5PECTxoN AND FINAL APPROVAL lo Sotolongo Gordon Shores MOOR: 1 ll001 /001 APPLICATION 0: API 042876 main # ;13 -SC- 1361712 Docimme *IF 1881776 > oz P,uw :07/28/2011 me pup [605.00 RECEIPT 9 ;13- PID -16$ 40 03 -3211115.0X14080 X] 'MS ARE NOT TANK INS'A'ALLATZCN (d1] TANX SIZE (11 900.00 (02] TANK MATERIAL [03] OUTLET DEVICE (041 MULTI - CHAMBERED [i - r (053 OUTLET FILTER Polylok [051 LEGS 1. 01- 011 -04 [07] WATERTIGHT [OS] LEVEL (09] DE'TE TO LID DRAIN3'I$LD INSTALLATION [101 [11] [12] [131 [141 (15] [161 [171 [10] [19] (201 [211 AREA [1] `504 DISTRIBUTION BOX NUMBER OF DRAINLINEN DRAINLINE SEPARATION DRAXNLZNZ SLOPE DEPTH OF COVER BLBVATIOR [ ABOVE / SYSTEM LOCATION DOSING PUMPS [2] [2] Concrete N ] 2, HEADER 1, LEa 2. isnot SQPT X ] Std 17.04 AGGREGATE SIZE AGGREGATE EXCESSIVE 3'XNES AGGREGATE DEPTH SETBACAB (271 [281 (29] (30] [311 [32] [331 [34] MUST BE CORRECTED. =FACE WAIRN DITCHES PRIVATE WELLS PUBLIC WELLS IRRIGATION WELLS POTABLE WATER BUILDING FOUNDATIONS PROPERTY LINTS [35] OMR FILLED / MOUND SYSTEM (361 GRAINFIELD COVER [37] 980]iIiuzRo (38] SLOPES [391 $TABILIZATI001 ADDITXGN AL [401 [41] [42] [43] [44] [45] [461 [ !2L / BIeapA LL AMOUT VATICN MATER IAL COP Y ( ] ] 1 [471 [231 FILL ,Bp i -Dade County Health ©R(a8] [a4] =warm DEFlH"" C.S.T.D,S. & We{{ Program [25] AREA REPLACED (26] REPLACHmENT MATERIAL Commanta: CONSTwocrION SINAI. 2YSTEN APPROVED (] ( FT FT WT FT 4o FT 5 PT 5 PT /NFORMATION UNOBSTRUCTED AREA STORMNATER R'ONO3T ALARMS MAINTENANCE A0REEKENT BUILDING AREA LOCATION CONFORMS WITH SITE PLAN F'INAt SITE GRADING cOl4TB ACTOR Charles J Chapman (Chapma OTHER INFILTRATOR Qulck4 E036 (single PT ABANDONMENT [49] TANK 5UNpbo [501 TANK CRUSHED 4 FILLED / I Dade DI 3AP &RAVED 1 Ronald E Gave Arta Calmly C:F1►virwtmental FIp1E1} CHD [ APP, VED1 / DIS,pP2AQVED It Dada C1 IMilarrawa GM. Cavity Enviren Poplanatioa sit Vi 2.*ttions On soiLasinQ saga! DR 4036, OS/09 (Obsolete'. all previous oditiona which may not D. used) Incorporated; 645- 6.003, FAC EH Database v 1.0,1 AP104287a CIDID51712 IMMO DATE: 08/0912912 AEI DATE r 06/09/2012 Paga 2 of 3 I9 /2012 60050000454 000075.00 �QtII6 &(iIIliIIiiIIi &BFIIIIIIIIiBi$PIIt &II3�3 O OTHER `SID CHAPMAN SEPTIC SERVICE INC CHARLES J CHAPMAN PRES P© BOX 431911 MIAMI FL 33243 (O.a e tuttg a Yes v)!i '43 , 0 Ride Scott Governor a Frank Farmer, Jr., M.D., PhD. State. Surgeon Genera! UEVISEON OF Environmental, Public Health' Blau ofOnsite Sewage Pis • Office of contractor Registration 4052 Bald Cypress Way, Bin A08 • Tallahassee, Florida 32399 -1701 Phone: (850) 245-4070 • Fax: (850) 922 -6969 • h#tpJ /www.MyFiorldaEH.cam To: 13054535537 Page: 3/3 Date: i3/1U /ZU111 :4O:4U 5.m CERTIFICATE OF LIABILITY INSURANCE SATE /2 2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THUS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: lithe earthiest* holder Is an ADDMONAL INSURED, the poII y(les) must be endorsed. If SUBROGATION IS WAIVED, subject to tho toms and conditions of the policy, certain poticias may require an endorsement. A statement an this certificate doss not confer rights to the certificate holder in Itsu of such endorsemsnt(s). PkonucsR Horizon Insurance. Inc, 8652 E State Road 70 Bradenton, FL 34202 INSURED Chapman Septic Service, Inc. PO Box 431911 Miami, FL 33243.1911 Ken M.Prachar PHONE uo. Env 9414555.9500 Mss: Infoihortzoninssret No): 941.753 -9472 INBURP.RIS) AFFORDING COVERAGE NAICIP INSURER Al jIhmeric sn Safety Indemnity Company I*IauRHi B : INSURER C : stsURER D : wele55R 5: INSURER F : COVERAGES CERTIFICATE NUMUER: 0000135041 SION THIS ISTO CERTIFY THAT THE POLICIES OF INSURANCE LISTED UEL.OW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDmON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCEAFFORDED BY THE POLICIES DESCRIBED HEREIN I5 SUBJECT TO ALL TNETEms. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Mir LTR, TYPE OF INSURANCE AUULaUktic INBR)WVD POLICY NUMBER POUCYEFP tNVIOIYYYY POLICY IMM.Ur vYYl LIMBS A GENERALLIABILtrY N N ENV032266 -12 -01 08/0412012 08104122013 Erma OCCURRENCE $ 1,000,00A0 S 100,000 X _ COMMERcALIiENgRALU WTY (cAtM -MADE OCCUR PRFMI 5.p) eo G.XP Ow tals penaarr) R 55000 PERSONAL &ACVINJURY S 1,000,000 S 2,000,000 GENIERAL AGGREGATE - G�tAGGREGATEUMrTAPPLIESP'ERR JCIPOUCYnPr& nLOG PRODUCTS - COMPIOPAGG $ 2,000,000 S AGToidOt3B-BUABIUTY ( Uhirr — — ANY AUTO nowt INJURY (Perm-rood S AUTOS HIRED AUTOS AU IRED S AUTOS BODILY INJURY Oho BECaafe* S St DAMAGE lPar acdd5n t) -- $ S UMBRFi.AUAG EXCESS UM _ OCCUR q,AIM .MADE EACH OCCURRENCE S AGGREGATE S DEDJ 1 RETQN11ON $ _ - S 1YORKEecosissesA7IDI1 AND EMPLOYERS' LIABILITY P1 SYOSTATU- OTH- i TORY UNITE I I el: ANY PRAPPoEn3R/PARTNER,ESECU))ie OFPICER/MEMBER EXCLUDED? IMaretamry R i NHI HTm damr.+bc under unsIYtIPTIONOFOPERATIONSbow/ EL Ac* ACCIDENT $ EL DISEASE -EA EMPLOYEE $ E.LDISFISE- PM= mar S tlBSGWPTION OF OPERATtotasu LOGATIDNSAMOURS (Attach ACORO Int Additional Ramis SHIMS Rama Saws Is laqup.a) CANCELLATION Village of Miami Shores 10050 NE 2nd Ave. Miami, FL 33037 SNOULO ANY of THE ABOVE nEECRINEO POLIC1ES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH TEIB POUSY PROVISIONS. ACORD 25 (2010/05) AIITT M REFEREENTAWE A 19982010 ACORD CORPORATION. An rights reserved. The ACORD nattier and Logo are registered Marks Of ACORD Printed by KMI' on August 10, 2012 et 01:42PM AUG /10/2012/FRI 61:59 PM Contractors Payroll PAX No. 2397686387 I. U112 /11U3 _wows% to i. tiftiao CERTIFICATE OF LIABILITY INSURANCE D A T E (MMDDmY'v) aeA=aA2012 1201 Ea THIS CERTIFICATE 1S ISSUED AS A MATTER OF INFORMATION ONLY AND CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND THIS CERTIFICATE OP INSURANCE DOES NOT CONSTITUTE A CONTRACT QR PRODUCER. AND THE CERTIFICATE HOLDER. IMPORTANT: If the =Route holder is en ADDITIONAL INSURED, the polcy(!es) subject to the terms and conditions of the poky, certain pollo(es may regalre does not confer dghts to the oed ebtete holder In Hsu of such endorsemant(s). CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. TIES OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. BETWEEN THE OWING INSUREit(s), AUTHORIZED REPRESENTATIVE must be endorsed If SUHROGA.TION IS WANED, an endorsement a statement on this certificate PRODUCER Mighepoint Risk Services TLC 5501 MT 1:'raaway, Suite 1200 aa3 laL, Tg 75240 .. CwManwC waswcto.ew: (800172&0622 =PAR* (8721409-0380 eatm.Aulow I MMERS AI'PORMNO GOVT MOC NM NsusvRA' 40 ° Fsaptrt+ y matt Cuualey numerate 40®00a7 12151- INSURED: i1MS 1 /c if: CARMAN SIWRXC SERVICE INC. 0080 Mr 51ST LAUOEREILL, 1+L 33557, Phones (305) 661 -0628 Fax: (308) 953 -5537 INSURER Et ❑ 1. 1 1NsuNER C: INSURER 0. EACH ocCuRRENCE INSURER E: - INSURER F: 9 CERTIFICAT NEIMBER: AC12- 1500813 - 1129755 R no IS TO CERTIFY THAT THE POLICIES OF INSURANCE L19I1ED BELOW HAVE BEEN MS= To THE ptSulED NAME ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOLIREKNT_ TERM OR CONCrON OF ANY CONTRACT ON OTHER DOCUMENT WITH RESPECT TO WHICH THIS OENTIFICATE MAY 13g ISSUED OR MAY PERTAK THE lNS R ANCE AFFORDED BY THE Pcucte$ OE$CRIegD HEREIN IS SUBJECT TO ALL TIE TERMS. E CLU$1ONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY • VE IntiRprr 'n RY PA r) rt AIMS IN LG TYPE OP INSURANCE t� POLICI UMBER NLICY DATE f I D ! POLICY DA� LIMITS GENERAL II LIABILITY COMILER(7AL GENERAL LIA nY ❑ OCCUR 0 + ❑ ❑ 1. 1 EACH ocCuRRENCE $ Uldi atxao .4 9 - t M S RED EXP (Any aspenal 9 _ PFRSONAL.altADVINIURY $ $ _ l GENIAG(tRGRA1S UST PM: fPRa. nLOC PRODUCTS- - COM I F PROI]U6T0- COUB'fOPAC� $ AuTomoetts • •ECF..R..0AVros • Ill L $ ILUY • AUTO OWNED AUTOS .REDAtrOS NONAwNO AUTOS ❑ COMBINED 5N'LGl.SUMfr (E8861�{IBfQ) 3 • BODILY IIIIURY(P �ocoon) S BDDIL.Y 6VlaiL'(Parao[Gtnt) S PROPERrYDAMAGE ( � $ 3 l>NtBRELUlL1AAgµn1OE EXCESS O(XYNt ❑ ❑ EACH OCCURRENCE 3 Apt3 (3ATt= S •'��' REL M11QN $ 3 8 A +' EMPLOYERS' ERSCOMPEAESAn�-ANG LIABILLTY Y!A! m NIA ❑ I DPE26272740260 04/01/2012 04/01/2018 e p { T�jp�jj (sR ANY FROPERETORIE3SOMA OFFICER- LC cLuDED7 {IYlanaatr try's, rIpsgriba under SPEC/AL PROVISION beiew E�.L,EAt'rt{ D£44r 3 1000000 18L Di5EA8E- EAEM&LOYEE $ 1000000 E.L.OISEASE- POLICYLaar 4 1000000 0 E - R1PT( ON° FOPERATLONSR .OGATLONSML311CLEmnae a `• • =■■� . ... : .... . ... ..rr r + nuns IFICO , nmpa libil5 CeL:tifiCat:e pp��ggiis in eEfe i e t+ j.e is ac cunt is i cod standing with AMS. VV�a �� 7G� s o e8 o��easeC,,,t�Fo A � �'r� i bk} �, ER GEC � 1 Hegel s$ pQ ° iml f z OK eas d o� +y .117,lrLr' 8sEgt6Ip�. elieCC ve° 4IVi/ 12 orlon ems lessee a ri e s compensation & 10 ers 1aDi i at a co-e8 1oyeY IAt81 'the policy 'VILLAGE Or MUMS 380339 10030 Ns 2no AVE. MIME SHORES. FL 33138 ACOAn 7.4 l7h4fllfl51 - SHOW) ANY OP THEABOvE oescReeo POL ces Se CANCELLED BEFORE TIte FXDIRATION DATE THEREOF, NOTICE WILL BE DELIVERED W ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ,..:; � '-4 •••'nr• — - - - - - - - - - - RATION. Ail fight reserved rr frcitd8s6 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 B DING PERMIT APPLICATION FBC 20 Permit Type: PLUMBING OWNER: Name (Fee Simple Titleholder): GE.�Q Ip ® Phone #: Address: 18' /V `M-�,�T `I RECEIVE AUG 0 6.1012 Permit No. 191 1 a--. t4 1O Master Permit No. City: !16kL4443 State:. g1 Zip: 3313 f Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: ! 't.'1 it 2 1 B"Bbf City: Miami Shores County: Folio/Parcel #: l • an "e&(1} Is the Building Historically Designated: Yes NO .#'-' Miami Dade Zip: CONTRACTOR: Company(1N�ame: e Address: City: %fr(0.444) Qualifier Name: &tirti/eAtic)2rike State: PI State Certification or Registration #: 6 YY & Certificate of Com Contact Phone #: Jim - p W' G R Email Address: DESIGNER: Architect/Engineer: Value of Work for this Permit: $ c,11.6-0 Type of Work: CI Addresss DAlteration LL Description of Work: /b�Q / 'RJR S Flood Zone: Phone #: e3/M-"M Zip: 33.2q9 Phone #: Ug Square/Linear Footage of Work: 6'90 ONew Ci r/Replace ODemolliit�ion 4 tnefil 1alleI5e ` d a, ****** ******* ** * * ******** ****+x******* ** Fees*** * * * *****+x+x ********** ** Submittal Fee $ Permit Fee $ 3C,C, CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ ,I, c (CD O 6 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: 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 of such posted notice, the inspection will n t b eapprove and reinspection fee will be charged. Signature Signature L 7 Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by , day of ! , 20%, by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: 41/1"14-1 Contractor The foregoing instrument was acknowledged before me this, to Sign: Print: My Commission Expires: NOTARY PUBLIC: 1 7.........., vs,ri--Y,,,,s-, ,.. MV `{ ',„;�,& Nan., Notary Assn. si S ANTRELL - State of Florida z e n 15, 2013 **** ********* * * *** ** * **** *************************************************** **** ** **** ** * ** * * ** ***w*** *** ** / APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: Sergio Sotolongo PERMIT #: 13-SC- 1361712 APPLICATION #: AP 1042876 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR851547 PROPERTY ADDRESS: 1249 NE 100 St Miami, FL 33138 LOT: 5,6 BLOCK: 1 SUBDIVISION: Gordon Shores PROPERTY ID #: 11- 3205 -008 -0060 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E -6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 900 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 500 ] SQUARE FEET SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [x] STANDARD [ ] FILLED [ ] MOUND [ ] I CONFIGURATION: [ ] TRENCH Ix] BED [ ] N F LOCATION OF BENCHMARK: C/L NE 100 St : 6.63' NGVD I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE D FILL REQUIRED: T E R SPECIFICATIONS BY: APPROVED BY: [ 0.00 ] INCHES [ 5.76 3 I) INCHES f FT ] [I ABOVE BELOW ] BENCHMARK /REFERENCE POINT [ 19.56 ] [I INCHES f FT ] [ ABOVE 4 BELOW F BENCHMARK /REFERENCE POINT EXCAVATION REQUIRED: [ 67.30] INCHES - Install 900 g septic tank. - Install 500 sq ft drainfield. - Install 42" of slightly limited soil under bottom of drainfield. - Elevation of bottom of drainfield to be no less than 5.00' NGVD. " . The licensed contractor installing the system is responsible for installing the minimu ance with s. 64E- 6.013(3)(f) FAC . mil' DATE ISSUED: � r Joseph R Piverger TI Joseph R Piverger 08/09/2011 TITLE: Engineer S TI ON DATE: 02/09/2013 CHD DH 4016, 08/09 (Obsoletes all previous editions which may not be us '.4) Incorporated: 64E- 6.003, FAC v 1.1.4 AP1042876 5E849733 Page 1 of 3 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 175959 Permit Number: DS -7 -12 -1321 Scheduled Inspection Date: January 02, 2013 Inspector: Bruhn, Norman Owner: SOTOLONGO, SERGIO Job Address: 1249 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Driveways /Sidewalks /Slabs Inspection Type: Final Work Classification: Addition /Alteration Phone Number (305)206 -1767 Parcel Number 1132050080060 Building Department Comments REMOVE ASPHLAT DRIVEWAY AND REPLACE WITH CONCRETE PAVERS Inspector Comments Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 28, 2012 For Inspections please call: (305)762 -4949 Page 2 of 22 -7/2 te 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. Master Permit No. Permit Type: - UILDING -ROOFING OWNER: Name (Fee Simple Titleholder): 5- 4`7 0 ( S O7G/d •-, p Phone#: ab/o • 204.- /4„7/ Address: /Z 1,' .v E/ Q O VT— City: blA +'+ + S.4 en- state: 1-6 Zip: Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: /2 ` 9 6 /Do a ' City: Miami Shores County: Folio/Parcel #: Co T 6 S / 1G / (o a. b NO Is the Building Historically Designated: Yes Miami Dade 5 lr o M--ge-- Zip: Flood Zone: CONTRACTOR: Company Name: ` P. Q R-tl'u 3/1^Z Phone #: 3 44— 37, /0 0 2=:k Address:.` /4 3 7 t., e 1 $ r City: & 1 •,r+L.... State: 7--1 Zip: 3 3 v / Qualifier Name: JO c4 0- A. e piA ii... Phone #:501— 3 Y7 -4 V.3.1- State Certification or Registration #: C5C A % Z 14 / Certificate of Competency #: Contact Phone #: 1l 3 Y i-- (Y34 Email Address: V o 0- la • ?i' -a N Q A 0 xo la R-ivk. CO IL, DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ 6 a Db . '— Square/Linear Footage of Work: S ® J/ P Type of Work: °Additions °Alteration °New °Repair/Replace °Demolition Description of Work: o V C. A's 6i p 1+ %i jL �"y e.�„ p A n„r6 � /,F► c. �. �v l CO rs4v t%� fi i`s- -i SLco 4j NM' C :�-�� 1z k. . ***************************************pees**** ****** ******+ x***** ** ****** ******** * **** Submittal Fee $ rmit Fee $ 7,570 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ kBgpding• •Company's Name (if applicable) ' Bonding ntnpariy's Address City'' State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done . in compliance with all • applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the - inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this yp day ofi V'- , 20 12.-1-by �'e i a S D to/ ` _' lO . who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Signature Contractor The. foregoin instrument was acknowledged before me this I day of foregoin ; 20VL -, by 1200...-t- D• S4 e �J,►'A"r� who is personally known o me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: M. C. PAD CAMMISSION#D) t.,9jommission Expires: EXPIRES: September 30 2013 Budget Notary Services x *p1ARY Pe• * MYCOON PIAE& $SICN�D09 9TFo�`O� BondedThru rnNB Wtember� 3 *************************************************************************** * * * * * * * * * * * *, * * * * * * * * * * * * * * * * ** s'oPFtoo APPROVED BY OF FL Plans Examiner Structural Review e (Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09) Clerk 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORD((EDD COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 0SJ2~ l .j TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and In accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 20128063961 1 OR Bk 28263 Ps 4465; (fps) RECORDED O9/tOf2012 12:26:10+ HARVEY RUVIH, CLERK OF COURT MIAMI —DADE COUNTY; FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property and street/address: f 4 �lLt 2. Description of improvement: 8 2: c W. 3. Owner(s) name and address: 1f- ? ® S o ! o •.• a�G' / s-r ,o 64 t S 4 Interest In property: Name and address of fee simple titleholder 4. Contractor's name, address and phone number: P P. 1,le4, 46.9 Z I.. F e p ` 6 . - '-I 3 1 ' t 4. i Ale4.L o ° 14 VS 0 ® ,ice, 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served • ed by Section 713.13(1)(a)7., Florida Statutes, �F , �� Name, address and phone number: �F I fns )gaff �k PF,,, P . A ' �, 8. In addition to himself, Owners designates the following perso 713.13(1)(b), Florida Statutes. Name, address and phone number: s to receive a y of the Liendes- Notiee-as ly I7 LI ti� 1��,,:.; 1. N1NA Alt 9: Expiration p, 111 / = Aire. ii!iii/ rrr s' WITNESS and G date of this Notice of Commencement. (the ecplrall date Is 1 year the date of recording untess a di ferent date Is spectfled) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or er(s)' Authorized Officer /Director/Partner /Manager Prepared By 4 I .= �1a t. Prepared By Print Name Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument w BySg Sta°ce0• ❑ dividualiy, or ❑ as for Personally known, or ❑ produced the following type of identiflcatio Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.526. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. _beforeme_this day of . revol'avg ® 24, d *1.7...N M. C. PADRON * MY COMMISSION # DD 920915 EXPIRES: September 30, 2013 oFFto�°F BoMedThru Budget Notary Novices Signature(s) of Owner(s) o • e Authorized Officer/Director/Partner/Manager who signed above: By By 123.01.62 PAGE 3 9/10 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 COVENANT OF CONSTRUCTION WITHIN RIGHT OF WAY Whereas, (owner) �1 C. ; D C:1-co 10 r-- C hereinafter referred to as the owner of the following described property (address): / 2j1 k1 '4 \r"r'3 /2 S'9 4.,& /O' T C14 Legal Description Lot (0 Block 1 Subdivision v 1- U S it 8 I-e :1 Folio # l 20 6r2.--- Requests permission to install (describe work): re.. 1Z L k-- ,e ∎ v C' -�•+.+ A Within the public right of way of (address) t 2 Y 9 t 1 (t 0 S".7" IN CONSIDERATION of the approval of this permit by the Village, the owner agrees as follows: 1. To maintain and repair, when necessary, the above - mentioned item(s) installed within the dedicated right of way. If it becomes necessary for Miami Shores Village or Dade County to make repairs or maintain said items within public right of way including restoration of street by reason of the Owner's failure to do so, such expense shall be paid by the Owner or shall constitute a lien against the above described property until paid. 2. The owner does hereby agree to indemnify and hold Miami Shores Village or Dade County harmless from any and all liability, which may rise by virtue of permitting the installation of these items within the public right of way. 1 3. The Owner does hereby agree to remove or relocate their facilities at their own expense, within 60 days notice by the Village to do so. Failure to comply with this notice will result in the Village causing the item(s) to be removed and a lien being placed on the property and /or assessed against the Owner for all costs incurred in the removal and disposal of the item(s). 4. The undersigned further agrees that these conditions shall be deemed a covenant running with the land and shall remain in full force and effect and be binding on the undersigned, their heirs and assigns, until such time as this obligations has been canceled by an affidavit filed in the Public Records of Dade County, Florida by the Village Manager of Miami Shores Village (or his fully authorized representative). Signature Owner or Agent The foregoing instrument was acknowledged before me this / day ofT"—e , 20 (Z; by Ce Cof'd t who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: Miami Shores Village Building Department SURVEY AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 STATE OF (FLORIDA) COUNTY OF (DADE) The undersigned Affiant, " i b S9-1O 10 j (oes hereby attest that (Property owner) The attached survey, performed by R-G e Y 'v R v e'/ ( ✓ti,.¢J (Name of surveyor's company) ! 2 For address: y 9 %v' loo S •• Performed on / 3 &D(date of survey) is an accurate representation of the existing conditions and locations of all structures on the property as of this date. The purpose of this Affidavit is to induce Miami Shores Village to issue a building permit for the property without first providing a survey Tess than seven (7) years old old. The Affiant, as property owner, further agrees to remove or obtain permits for any structures which now may exist on the property which are not permitted or which may violate zoning or building code regulations. The Affiant further understands that the existence of any such structures may affect final inspections as applicable to this or other permits. Further, Affiant s eth n.,ht. Property Owner Si <'` ature Property Owner Print Name SWORN TO AN SUBSCRIBED before me this / day of Tt"'" e Z-- ' / Z Affiant is V personally known to me, produced Revised on 5/22/2009/ Revised on 6/12/09 as identificatio i____________, -771' Notary "`'• . , °40 M. C. PADRON • •, , * MY COMMISSION # DD 520013 EXPIRES: September 30, 2013 %av e Bonded Thiu Budget km Bey oe§ 0 N p.11 0 z no Fm �o LOT 3, BLOCK 1 F.I.P. 5/8" NO I.D. 0.6'E,1.2'N S.I.R. 1/2" _ LB #6135 --� - �-- R x (25.7b01— L—. JYU 1.6 Aso E lr LOT 2, BLOCK 1 F.I.P. 5/8" NO I.D. 40.7'E,1.7'N t(50.001 LOT 4, BLOCK 1 F.I.P. 5/8" NO I.D. 0 — w- (75.00') FENCE,0.4'S,0.6'E W W 1--- v) (n J m 0 THE E. 25.00' OFLOT5 BLOCK 1 (INCLUDED) I " -10.0' I1.5' 1.5' FENCE,0.3'E..,_ O — x v J CO LY) 1- 0 F.I.P. 5/8" NO I.D. O.B'E,0.9'N (75.00'),74.87'(M) 175.00'(P) SURVEY NOTES. - CONCRETE DRIVE CROSSING THE SOUTH SIDE OF LOT. -THERE ARE FENCES NEAR THE BOUNDARY OF THE PROPERTY AND CROSS THE WEST AND EAST LOT UNES. 2 • N 4.6' x 5' U.E. (50.00 THE W. 50.00' OF LOT 6 BLOCK 1 (INCLUDED) 10.0' 40.6' rn 0 0 0 p 0 S.I.R. 1/2" LB #6135 wt# 2 STORY RESIDENCE #1249 20.5' COVERED PORCH 14.4' 8) 14.4' -10.0' 5.0' :. N Irn x .+10.0' 0, 0 FENCE,0.1'S,0.0'W CORNER FALLS IN FENCE LL O W O O O W J -d. ~ Z 0 w o J O FENCE,0.0'E U 1. CO WALK A MOVE. irk_S A �� AP JZQ II) Accz t,, Z � 12iGbG. "P; rn A c. fir. Miami Flores Village un` ©S.1 H O J F.I.P. 5/8" NO I.D. 0.7'E,1.7'N 50.0 LOT 7, BLOCK 1 F.I.P. 5/8" APPROVED BY DATE ZONING DEPT A. 411 • BLD•G•DE'T N.E. 100th 60' R/W a aLh t\„11- 1.I.Afrc V ALL FEDERAL • • • . STATE S•AND REGULATIONS 2 NO. I.D. b M FJ No. 2883 STATE OF .� y �L I3 R 1 (SIGNED) 4 s/ PAGE 2 OF 2 PAGES BOUNDARY SURVEY SURVEYORS CERTIFICATE I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC • SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL, OR A RAISED EMBOSSED SEA V. Digitally S G8 T by Clyde Clyde DN: C N =Clyde McNeal, C = c� M c N e a l 05'00' ufs02=01T0agt 1S3 u1rv2e4y5in4 iI. n . CLYDE O. McNEAL, PROFESSIONAL SURVEYOR AND MAPPER #2883 LB #6135 TARGET SURVEYING, INC, SERVING ALL FLORIDA COUNTIES 6250 N. MILITARY TRAIL, SUITE 102 WEST PALM BEACH, FL 33407 PHONE (561) 640-4800 FACSIMILE (561) 640 -0576 STATEWIDE PHONE (800) 226 -4807 STATEWIDE FACSIMILE (800) 741 -0576 • Miami -Dade County - Local Business Tax - Receipt Details Page 1 of 1 MIAMI -DADE COUNTY - LOCAL BUSINESS TAX Receipt Number: 649924 -8 BUSINESS NAME: PADRON BRICK SALES INC MAILING ADDRESS: 10780 NW 138 ST D -06 BUSINESS ADDRESS: 10780 NW 138 ST D -06 MAILING CITY: HIALEAH GARDENS BUSINESS ZIP: 33018 MAILING STATE: FL MAILING NAME: PADRON BRICK SALES INC MAILING ZIP: 33018 Description: ADMIN OFFICE /OPERATION CTR MESSAGE: This Local Business Tax Has Been Paid httnc / /wasexn.mi arnidade. gov /OCLWeb /OCLLicenseDetail.i sD ?1n= 6499248 &bn= PADR... 11/16/2011 DBPR - SHEPARD, ROBERT D; Doing Business As: PADRON BRICK SALES INC, C... Page 1 of 1 Licensee Details Licensee Information Name: Main Address: County: License Mailing; County: License Location: County: License Information License Type: Rank: License Number: Status: Licensure Date: Expires: Special Qualifications Construction Business 12:29:56 PM 10/5/2011 SHEPARD, ROBERT D (Primary Name) PADRON BRICK SALES INC (DBA Name) 10780 N W 138TH STREET SUITE D 06 HIALEAH GARDENS Florida 330181170 DADE 2648 W 84TH STREET HIALEAH FL 33016 DADE 14030 SW 140TH STREET MIAMI FL 33186 DADE Certified General Contractor Cert General CGCA18361 Current,Active 03/30/1995 08/31/2012 Qualification Effective 02/20/2004 View Related License Information View License. Complaint ■ Contact Us :: 1.940 North Monroe Street, Tallahassee FL 32399 :: Cail.Center @dbar.state.fl.us :: Customer Contact Center: 850.487.1395 The State of Florida is an AA /EEO employer. Coovriaht 2007 -20x0 State of Florida, privacy Statement Under Florida law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions regarding DBPR's ADA web accessibility, please contact our Web Master at webmaster@dbar.state.fl.us. ttns: / /www.rnvfloridalicense. corn/LicenseDetail. asp? SID= &id= 43D7BBOF789ECO2FF36... 10/5/2011 CERTIFICATE OF LIABILITY INSURANCE Date I 7/3/2012 Producer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 This Certificate is Issued as a matter of information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc.,& Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 In surer A: lion Insurance Company 11075 Insurer B: Insurers: Insurer D: Insurer E: Coverages The policies of insurance listed below have been issued to the insured named above for the policy period-indicated. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate may be issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, exclusions, and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of1Insurancg Policy Number Policy Effective Date (MM/DD/YY) Policy Expiration Date (MM/DD/YY) Limits GENERAL LIABILITY Each Occurrence Commercial General Liability Claims Made [] Occur Damage to rerted premises (EA occurrence) 3 Med Exp $ Personal Adv Injury 0 General aggregate limit applies per: D Policy ® Project ❑ LOC General Aggregate 3 Products - Comp /Op Agg 3 AUTOMOBILE LIABILITY — Combined Single Limit (EA Accident) $ — ■ Any Auto AG Owned Autos Scheduled Autos Hired Autos Non -Owned Autos Bodily Injury (Per Person) $ Bodily Injury (Per Accident) $ Property Damage (Per Accident) $ EXCESS /UMBRELLA LIABILTY Occur ❑ Clef ms Made Deductible • Each Occurrence Aggregate A Workers Compensation and Employers' Liability Any proprietor /partnerlexechttive officer /member excluded? No If Yes, describe under special provisions below. WC 71949 01/01/2012 01/01/2013 X Iwc Stn tory I I OTH- E.L. Each Accident $1,000.000 E.L. Disease - Ea Employee 31000,000 E.L. Disease - Policy Limits $1,000000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations lLocationsNehlcles /Exclus Ions added by Endorsement/Special Provisions: Client ID: 81- 67-060 Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc. that are leased to;the following "Client Company": Padron Brick Sales, Inc. Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: S12-3723, 1249 NE 100 STRET, MIAMI SHORES, FL FAX: 786 -497 -2520 & 305 - 756 -8972 / ISSUE 06 -18-12 (SD) / REISSUE 07 -03-12 (TD) n Date: 4/5/2012 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 - Should any of the above described policies be cancelled before the expiration date thereof, the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shaft impose no obligation or liability of any kind upon the insurer, its agents or representatives. From: 07/14/2012 05:16 #440 P.001/004 °R`�` CERTIFICATE OF LIABILITY INSURANCE °A0 /113/12 PRODUCER Accurate 8300 West Flagier Suite 114 Miami, FL 33144 Phone (305)226 -8727 Fax (305)226 -8767 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED Padron Brick Sales Inc 10780 NW 138 Street, Suite D-06 Hialeah Gardens, Fl 33048 1 INSURER A: Accident Insurance Company INSURER B: INSURER C: INSURER DI INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCC AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. tNSR t.TR ADM. RD iNSRD TYPE OF INSURANCE POLICY NUMBER CPP0003765 p TE (MMIDDirn 06/25/12 DATE (MOONY} EXPIRATION • 06/25/13 LIMITS EACH OCCURRENCE 1,000,000 A u GENERAL Q ❑❑ • LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE 5 OCCUR PREMISES (Ea (E occurence) 50,000 MED EXP (Any one person) 5,000 PERSONAL &ADVINJURY 1,000,000 GENERAL AGGREGATE 1,000,000 • PRODUCTS - COMP /OP AGG 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: © POLICY ❑ PROJECT ❑ LOC Deductible 500.00 ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO • ALL OWNED AUTOS • SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) fl • GARAGE LIABILITY ❑ ANY AUTO • AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG ❑ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE AGGREGATE • OCCUR ❑ CLAIMS MADE F ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER ! MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below ❑ WC STAT - ❑ 01 14 S ER TORY LIMIT H- E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS Certificate Holder is listed as additioona1 named insured ANCELLATION Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 305- 756-8972 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, IT AGENTS OR REPRESENTATIVES. AUTHORIZED REP 8 rTq Lucia Estrella � �� — -..Ann ACORD 25 (2001 /08) CIF 4' H. G.L.F. ALL AROUND (1YPa (BLACK) A1717 S-Vi; SO-Tr ror ciALAqt SOTOLONGO RESIDENCE 1244 NE 100 ST. MIAMI SHORES FLORIDA. LOCATION MAP. SCALE: N.T.S. AST 25 FEET OF LOT 5, AND THE /NEST 50 FEET OF LOT b, BLOCK I, ,oRDoN SHORES ACCORDIN& TO THE PLAT THEREOF, AS RECORDED IN PLi !°A&E 8, OF THE PUBLIC RECORDS OF MIAMI DADE COUNTY, FLORIDA. ■ MIMI M - - M - M MOO. EXISTING <2 STORY RESIDENCE PROVIDE NEW SLACK ARANITE CHIPS „ON BOTH SIDES. NE1N 4' H. G.L.F. ALL AROUND AS SHOWN. PROVIDE (2) 3' -O "W. X 4' H. G,L. GATES (BLACK) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Permit No. Master Permit No. R6to SolDLor760 OCT 1 820111 Phone#: 30C-704./4?-1 Address: /2 4. NE tot) 6T City: PO S Ha reS State: Zip: 33/31F Tenant/Lessee Name: Phone#: QS ,. 5 c " y Email: aQ6lo. Soro&oni O ( i45 6C . M. COO JOB ADDRESS: /249 me too �^ City: Miami Shores County: Miami Dade Folio/Parcel #: /1 • Var.. OO • OOTb Zip: 313f' Is the Building Historically Designated: Yes NO ✓ Flood Zone: �. CONTRACTOR: Company Name: CSIA h 0 L D Z _ Phone#: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: ^,, _ DESIGNER: Architect/Engineer: b /t»fr7$cr7) Phone #: 361: 66/ c3i9. Value of Work for this Permit: $ Qa. OTP Square/Linear Footage of Work: Type of Work: ❑Addition CAlteration New F7'Repair/Replace ❑Demolition Description of Work: f/1 % e,7 BY aDe4 Alt 07/4"3 fa Aneedur £y ,t i aovekw..b P olo 6511 0 ** ** * * ** ***** **** ** ******************* Fees**** ******************* * * ** *********** * * ** * Submittal Fee $ Permit Fee $ C) ,Q ©O CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ t`61‘ TOTAL FEE NOW DUE $ 0.5.36,QP Loo l.Lis Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 4/' : 1 ovq am- att.. 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 AN'1DAVIT: 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 approv- ' and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ' , 20 t d, by t-17- P (0 ,70-K)L -mss•? who is personally known to me or who has produced C -1 0 who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: day of , 20 _, by NOTARY PUBLIC: Sign: Print: My Commission Expires: �� _ d _ e o; * * * * * * *** * ****x� ************ :xx��x *�x**** ** p ay * * *x� * **+x*******x **** **+ x*+ x**** ** **********+x ************* ***** Sign: Print: My Commission Expires: APPROVED BY /6 7,/f/ Plans Examiner Zoning Structural Review Clerk (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: SeR6,0 66oTo /37ij DATE: /0• /8'. �1 ADDRESS: 4,149 NE /00 S1 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be clone by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, ma act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or lice rie numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial Initial • 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial ,Is‘xt, Col* —Nora - ?'53�' 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 1. ) 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I m contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.myforidalicense.com /dbpr /pro /cilb /inde tml Initial 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the informatio hat I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 1 g day of , 20 1 By` v�ot 0 5 ° (- was personally known to me opt t C as denti Produced there License or OWNER • Miami -Dade My Home My Home miamidade. ov Show Me: Property Information Search By: Select Item N Text only ® Property Appraiser Tax Estimator igProperty Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3205 - 008 -006Q Property: 1249 NE 100 ST Mailing SERGIO D SOTOLONGO Address: 2 Living Units: 1249 NE 100 ST MIAMIA FL Adj Sq Footage: 33138- Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/2 Floors: 2 Living Units: 1 Adj Sq Footage: 2,339 Lot Size: 7,950 SQ FT Year Buift: 1950 $50,000/ $261,862 5 53 42 GORDON City: SHORES PB 45-8 E25FT Legal LOT 5 & W5OFT LOT 6 Description: BLK 1 LOT SIZE 75.000 X 106 OR 15912 -1407 05931 25614- 0263/25693 -4948 0407 1 Assessment Information: Year: 2011 2010 Land Value: $116,014 $96,679 Building Value: $195,848 $197,050 Market Value: $311,862 $293,729 Assessed Value: $311,862 $293,729 Exemption Information: MIIIIIIMI 2011 2010 BM <. s_.: $25,000 0 Taxing Authority: Exemption/ Taxable Exemption/ Taxable Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $261,862 $0/$293,729 County: $50,000/ $261,862 60/$293,729 City: $50,000/ $261,862 $0/$293,729 School Board: $25,000/ $286,862 $0/$293,729 Sale Information: Sale Date: 11/2010 ACTIVE TOOL SELECT Page 1 of 2 .. h... MIAM[•DADE it et Cit Aerial Photography - 2009 0 1115 My Home 1 Property Information I Property Taxes 1 My Neighborhood 1 Property Appraiser Home] Ualnq Our Site 1 Phone Directory 1 Prlvecv 1 Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend Property N Boundary Selected Property Street Highway Miami -Dade County Water $ http: / /gisims2.miamidade .gov/MyHome /propmap.asp 10/18/2011 RESIDENTIAL CONSTRUCTION CONTRACT STIPULATED SUM This Agreement, made this 4th day of August, 2011, and is between Sergio Sotolonge (the "Owner ") and Webb Management, Inc. ( "Contractor "). L Work to be Performed. The Contractor agrees to furnish all materials and perform all work necessary to construct improvements at the Owner's residence located at 1249 N.E. 100th Street, Miami Shores, Florida which are described in the design documents and related provisions specified in the attached Composite Exhibit A. ( "the Project ") and shall be performed in accordance with the Plans as prepared by David Wern Johnson AIA, Architect pages: A -1 thru A -6; S -1 thru S -5. P -1 thru P -2; M -1 thru M -2; E -1 thru E2; dated 4/21 /2011, Revised 7/20/2011. Such Work will be done in accordance with Plan requirements, applicable building codes and industry standards ( "the Work "). The Contractor's Work includes all scheduling, supervision, coordination of its subtrades, and all actions reasonably inferable or required to complete the Work even if not specifically shown in Exhibit A. Contractor shall clean all Work and remove all debris from the job site associated with the Work. Contractor is responsible for procuring and payment for all permits, licenses, taxes and fees necessary for it to perform its Work and shall give all requisite notices to proper authorities relating to the Work. However, the Owner shall pay for all permits, licenses, taxes and fees necessary to perform the Work. Contractor is responsible to comply and to assure compliance by its subtrades and suppliers with all local, state and federal statutes, ordinances, regulations or requirements relating to its Work. II. Contract Price and Payment Procedure. It is mutually understood by the Owner and Contractor that this Agreement is a Stipulated Sumby which the Owner will pay the Contractor as follows: 1. Subject to the terms of this Agreement Owner will pay Contractor $241,000.00 for the Scope of the Work. 2. The Scope of Work will include the Work as designated in Exhibit A. Subject to the procedures discussed below, partial progress payments shall be made in accordance with the following procedure: The Contractor shall verify all materials, equipment and labor entering into the Work and shall keep such full and detailed accounts as may be necessary for proper financial management under this Agreement. The Contractor shall present to the Owner partial progress payment for the work completed to that date. The Owner shall review and make payment to the Contractor within 24 hours. All partial payments and the final payment are expressly conditioned upon receipt by the Owner prior to each payment of the following. FTL:1951286:1 (a) A list of all persons, firms or corporations which have furnished or will furnish labor and /or materials under the terms of the Contract; (b) Waivers of liens for all work done by Contractor and all other such persons, firms or corporations performing work in accordance with this Agreement to the date of the partial or final payment; and Partial or final payment, to the extent necessary to protect the Owner's interest, will not be payable or due in the event that any of the following conditions exist: (a) Defective or damaged work is not remedied by Contractor. (b) Contractor fails to make the proper application for payment or fails to comply with Florida's construction lien law. (c) Contractor becomes bankrupt or insolvent. (c) This Agreement between Contractor and Owner is in breach. (d) Any insurance required of Contractor ceases to be effective and in force. (f) Owner's Construction Lender, if any, refuses to fund payment in the amount requested by Contractor. III. Extras, Change Orders, and Modifications to Contract Work, Concealed Conditions. Any change in the Work shall be performed by Contractor only upon written directive of the Owner after Contractor has provided a written proposal of the cost of such change in work and the terms of payment. If the parties agree to a change, a written change order shall be executed. Should the Owner direct the Contractor to perform work which the Contractor does not believe to be a part of the Contract Documents, the Contractor is obligated to identify that directive as an item which is not part of the Contract Price prior to performing such work but in no event more than three (3) working days of receipt of such directive. Deficiencies in the design documents shall not be a basis for a claim for an increase in the Contract Price. Unknown physical conditions existing in the ground or in the existing structure which are unusual in nature, different from conditions ordinarily encountered and which deficiencies or conditions could not have been known to Contractor by reasonable investigation, then, Contractor may make a claim to increase the Contract Price within three (3) working days after Contractor becomes aware of the condition. Under no circumstances, other than specified in the above two paragraphs may Contractor request to increase the Contract Price. If Contractor is entitled to an increase in the Contract Price but the parties cannot agree on the amount of the adjustment or the terms of payment, then the Work shall proceed and the amount of the adjustment will be resolved upon final payment. The failure to reach agreement on an equitable adjustment shall not be considered a material breach of this Agreement for purposes of termination. Failure to give notice within the time required above of any claim for increase shall act as a waiver of any increase in the Contract Price. FTL:1951286:1 2 UNDER NO CIRCUMSTANCES SHALL A DISPUTE ENTITLE A CONTRACTOR TO SLOW OR STOP WORK. IV. Time of Performance. (1) Time for Work. Within 7 days after the issuance of Building Permit, (the "Contract Completion Date"). Within 38 weeks of said date. (2) Substantial Completion. Substantial completion is the date upon which a Certificate of Occupancy is issued by the local governmental authority and the Owner is able to reasonably use and occupy the Project without being impeded by Work of the Contractor. Substantial completion is dependant upon performance of owner contracted suppliers and subcontractors -(3) Time is of the Essence. (a) In the event that Contractor is delayed in its critical path by acts of God, changes in the Work, extras to the Work, unusually adverse inclement weather, failure of the Owner to make timely and proper payments, delays in the delivery of materials ordered by the Owner, or any causes wholly beyond the Contractor's control, then Contractor shall within five (5) working days give written notice and request to the Owner for extension of time. The contract time shall be extended for a reasonable time to accommodate the foregoing delays. The failure to give notice within the time required of a request for a time extension shall act as a waiver of such request. V. Termination /Remedies. Contractor may terminate this Agreement, cease work, and recover compensation for the Cost of the Work incurred and Contractor's Fee to date in the event that the Owner fail to make payment hereunder, after three (3) days written notice from when payment is due, provided Contractor is not in default under this Agreement. In the event payment is made within fifteen (15) days of when due, the Agreement shall be reinstated, Contractor shall return to work and complete the Work for the contract price. Contractor being entitled to an extension of time only. If payment is not made within said fifteen (15) days, the Contractor may renegotiate this Agreement, it having been terminated. At the option of the Owner, the following events shall result in termination of this Agreement upon three (3) days written notice from Owner to Contractor so long as Owner is not in default of this Agreement: FTL:1951286:1 (a) Contractor's failure to diligently and timely complete the Work. (b) Failure to correct defects within a reasonable time. (c) Failure to maintain the required insurance. (d) Insolvency or bankruptcy of Contractor. (e) A material breach of this Agreement. (f) Claims made by others for unpaid labor and materials under this Agreement. 3 Upon termination, the Owner may take possession of such materials and equipment as are intended for incorporation into the Work. VI. Indemnity. The Contractor shall indemnify and hold the Owner harmless from all claims, damages, losses and expenses, including attorney fees which arise out of the performance of the Work hereunder, including but not limited to bodily injury, death, damage to property, and claims of nonpayment by subcontractors, laborers, and suppliers under this Agreement. This indemnity also applies to nonpayment of labor and materials to the extent that Contractor has received payment by the Owner for such materials and labor. This indemnity shall not apply to damages or claims caused by the gross negligence of Owner. The limit of the indemnity is One Million Dollars ($1,000,000.00) Contractor shall further indemnify Owner from all lien claims relating to the Work. Contractor shall further pay all royalties and license fees and take all action necessary to defend and hold harmless the Owner from any claim of infringement of any patent, trademark, or license. VII. Insurance. The Contractor shall purchase and maintain the following insurance coverage for Contractor's performance of this Agreement: (a) Workers' or workmen's compensation insurance, including Occupational Disease and Employers Liability Insurance, for all employees and subcontractors who do not purchase such insurance, if any. (b) Comprehensive general liability insurance with limits of at least $1,000,000 covering bodily injury and property damage; explosion, collapse, and automobile coverage. VIII. Dispute Resolution. All claims, disputes and other matters in question between the Contractor and the Owner arising out of, or relating to, the contract documents or the breach thereof shall be resolved in a court of appropriate jurisdiction. Venue for any lawsuit will be in Miami -Dade County. In any lawsuit, the prevailing party shall be entitled to payment of their attorney fees. IX. Warranties. Contractor warrants and guarantees that its Work shall be of good quality i.e., level floor, seamless (smooth) and plumb walls and free of all defects for one year from the date of substantial completion except as otherwise specified in the Design Documents. This warranty shall be in addition to any extended warranties for specific items provided in the specifications. Contractor further assigns to Owner all manufacturer warranties on any materials and equipment. These warranties are in addition to any contract rights or remedies. Nothing within this provision regarding warranties may be deemed to limit any other rights or remedies for a breach of contract obligations or at common law. FTL:1951286:1 4 X. Miscellaneous Provision. This contract comprises the whole agreement of the parties. There are no promises, terms, conditions or obligations other than those contained in the above- mentioned documents. This Agreement can only be modttled by written instrument signed by Owner and Contractor. This Agreement shall not be assigned by Contractor without Owner's prior written consent. IN WITNESS WHEREOF, the parties have executed this Agreement the day and year above written. OWNER - Sergio Sotolongo CONTRACTOR -Webb Management, Inc. By Printed Name: Its President -Webb Management, Inc. Date: Date: Upon Acceptance: Start of Work: Progress payments FTL:1951286:1 $ 10,000.00 $ 30,000.00 Miami -Dade My Home { 6 My Home Show Me: Property Information Search By: Select Item • ® Text only Property Appraiser Tax Estimator igProperty Appraiser Tax Comparison Summary Details: Folio No.: 11- 3205 - 008 -0060 Property: 1249 NE 100 ST Mailing SERGIO D SOTOLONGO Address: 2 Living Units: 1249 NE 100 ST MIAMIA FL AdJ Sq Footage: 33138- Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - INGLE FAMILY Beds/Baths: 2/2 Floors: 2 Living Units: 1 AdJ Sq Footage: 2,339 Lot Size: 7,950 SQ FT Year Built: 1950 $0/$293,729 553 42 GORDON City: SHORES PB 45-8 E25FT L L Legal LOT 5 & WSOFT LOT 6 esxiption: BLK 1 LOT SIZE 75.000 X 106 OR 15912 -1407 0593125614- 0263/25693- 4948 0407 1 Assessment Information: Year 2010 2009 Land Value: $96,679 $140,684 Building Value: $197,050 $211,731 Market Value: $293,729 2,415 Assessed Value: $293,729 $352,415 Taxable Value Information: Year. 2010 2009 $350,000 Applied Applied Taxing Authority Exemption/ Taxable Exemption/ Taxable institutions Value: Value: Regional: $0 /$293,729 $0/$352,415 County: $0/$293,729 $0/$352,415 City: $0/$293,729 $0/$352,415 School Board: $0/$293,729 $0!$352,415 Sale Information: Sale Date: 11/2010 Sale Amount: $350,000 Sale O/R: 27546 -4907 Sales Deeds to or from financial Qualification Description: institutions View Additional Sales Additional Information: Click here to see more information for this ro : Community Development District Community Redeveiooment Area Page 1 of 2 ACTIVE TT.IOL_' ELEC'T Aerial Photography - 2009 0 111 ft My Home 1 Property Information I Property Taxes I My Nelahborhood 1 Property Appraiser Home I Using Our Site I Phone Directory I Privacy' Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. Legend B undary Selected Property Street Highway Miami -Dade County Water w4 http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/20/2011 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111111111111111111111 TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 2011R06 4592 OR Bk 27838 Ps 2067; Ups) RECORDED 09/26/2011 13:55:39 HARVEY RIUVINa CLERK OF COURT HIANI -DARE COIJWITYp FLORIDA LAST PAGE Space above reserved for use of recording office 0 Legal description of property and street/address: 60/10,07 5//O>t9.$ i$ 44r-r 44r-r 6 as AT Ler• s E w .50 Pr LoT 6 34K / 2JDescription of improvement: *-774? R( o »eL.,15 Owners) name and address: SERE /O S 7DLds y 50 S /0 ST � S'9 - A4'4"iI,•P ..4 Interest in property: ea)"lei a I,Iame and address of fee simple titleholder: 4 Contractor's name, address and phone number: 0Wnee bU /c.DeR. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPRO ENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST IN ECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECO D ; • NOTICE OF COMMENCEMENT. gnat (s o • ner(s) or Owner(s)' Authorized Officer /Director /Partner/Manager Prepared By Prepared By Print Name Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this of � e3 %/1- 2 e / By ,5",/2. Cj C® je�fiG cy' al-Individually, or ❑ as e'a)it.. �2 for ❑ Personally known, or ❑ produced the following type of identificati Signature of Notary Public: Print Name: A-t -Oz) (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of r erjury, I declare that I have read the foregoing and that the facts state in it a`re$ to the best of my knowledge and belief. Pt- I5 7cro- 5'2 - , -v Signature(s) of Own By 9,'_ / f iYUpsNp s Authorized Officer/Director/Partner /Manager who signed above: WAI.DO LAUiENCIO ara..ur C0=9 000854297 Expkes 1/25/2013 Florida Notary Amt., Inc By MIAM COUNTY MIAMI -DADE COUNTY CONSTRUCTION LIEN LAW FOR OWNERS NOTE: IF YOU SIGNED AS THE OWNER'S AGENT YOU ARE RESPONSIBLE FOR DELIVERING THIS INFORMATION SHEET TO THE OWNER OF THE PROPERTY. WARNING TO OWNER Florida's Construction Lien Law (Chapter 713, Part One, Florida Statutes) requires the recording with the Clerk of the Courts a Notice of Commencement for real property improvements greater than $2,500.00. However, it does not apply to the repair or replacement of an existing heating or air conditioning system Tess than $5000.00 in value. This notice must be signed by you, the property owner. Under Florida law, those who work on your property or provide materials and are not paid, have a right to enforce their claim for payment against your property. This claim is known as a construction lien. YOU MUST FILE A NOTICE OF COMMENCEMENT For your protection under the Construction Lien. Law and to avoid the possibility of paying twice for improvements to real property, you must record a Notice of Commencement in the Clerk of the Court's Office. You also must provide of the recorded document at the construction site. e notice o Commencement must be signed by you, the owner contracting the improvements, and not by your agent. The Notice of Commencement form, provided with this information packet, must be completed and recorded within 90 days before starting the work. A copy of the payment bond, if any is required by you and purchased by the contractor, must be attached as part of the Notice of Commencement when recorded. If improvements described in the Notice of Commencement are not actually started within 90 days after the recording of the Notice, a new Notice of Commencement must be recorded. You lose your protection under the Construction Lien Law if the payments are made to the contractor after the expiration of the Notice of Commencement. The Notice is good for one year after the recording date or up to the date specified under item nine of the form. Florida law requires the Building and Neighborhood Compliance Department to be a second source of information concerning the improvements made on real property. The Building Permit Application (included with this packet) has been expanded to include information on the construction lender and the contractor's surety, if any. The new application requires your signature or your agent's, to inform you of the Construction Lien Law. YOU MUST POST THE NOTICE OF COMMENCEMENT AT THE JOB SITE By law, .;the Building" and Neighborhood Compliance Department =is.required to verify' at the first inspection, after the building permit is issued, that a certified copy of the recorded Notice of Commencement, with attached bonds if any, is posted at the construction site. Failure to show the inspector a certified copy of the recorded Notice will result in a disapproved inspection, (Florida Statute 713.135(1)(d)). NOTICE TO OWNER FROM SUBCONTRACTORS AND SUPPLIERS You may receive a Notice to Owner from subcontractors and material suppliers. This notice advises you that the sender is providing services or materials. Subcontractors and suppliers must serve a Notice to Owner within 45 days of commencing work to preserve their ability to lien your property. If your address changes from that given in the Notice of Commencement, you should record a corrected Notice reflecting your current address. This is done to help ensure you will receive all notices. RELEASE FROM LIEN FROM CONTRACTOR Prior to paying the contractor, you need to receive a Release of Lien and Affidavit to the extent of payment from the general contractor. The Release of Lien and Affidavit shall state either that all the subcontractors and suppliers have been paid or list those unpaid and the amount owed. The contractor is required to list on the Release of Lien and Affidavit any subcontractor or supplier that has not been paid. That amount may be withheld from the contractor's pay and paid directly to the subcontractor or suppliers after 10 days written notice to the contractor. If the balance due to the contractor is not sufficient to pay in full all subcontractors and suppliers listed on the contractor's affidavit, you may wish to consult an attorney. The general contractor shall furnish a final Release of Lien and Affidavit to the owner indicating all subcontractors and suppliers have been paid at the time he requests final payment. You can rely on the affidavit in making final payment to the general contractor. If you make final payment to the general contractor without obtaining the affidavit, your property can be liened for non - payment if the general contractor fails to pay the subcontractors or suppliers. You should always obtain a Release of Lien and Affidavit from the contractor to the extent of any payments being made. RELY ON YOUR LENDER FOR COMPLIANCE WITH CONSTRUCTION LIEN LAW If you have a lender, you may rely on the lender to handle the recording of the Notice of Commencement. Learn more about the Construction Lien Law by contacting an attorney, your lender, or the Florida Department of Agricultural and Consumer Services, Division of Consumer Services. Documents are recorded at the Clerk of the Courts, -DADE COUNTY RECORDER, COURTHOUSE EAST, 22 N.W. First Street, 1st Floor, Miami, FL 33128. You can record the Notice of Commencement by mail. The original Notice should be sent to the County Recorder, P.O. Box 011711, Hagler Station, Miami, Florida 33101. Please make sure the original Notice is signed and notarized. Also, remember to enclose the recording fee (for a single copy) and written instructions for recording and returning a certified copy of the recorded documents. For additional information on fees and recording documents call (305) 275 -1155. 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.PC1 11--1651C TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. CFN 2011R0645923 OR Bk 27833 Ps 2067; (fps) RECORDED 09/26/2011 13 :55 :39 HARVEY RUVIth CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office Legal description of property and street/address: 6o,ZI)a) $/9a/te$ AS 4 4 6 a5 I-or 6 LK/ 124 Description of improvement: 19AY77g1C. Res-6006.44,15 QOwner(s) name and address: 55-1T410 Sorgeigq F. Interest in property: OGW,Re/ d 4ame and address of fee simple titleholder: Contractor's name, address and phone number: �T 5 € ui .SOFT 522 Su) /D gT 4 Sa - t.9eslo,•Ct.4- eear7esf` bide -Denk- 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom n I HERR B Q ET Section 713.13(1)(a)7., Florida Statutes, w�5 ®1111; Name, address and phone number myna! bled i''� � ;�. 1 8. In addition to himself, Owners designates the following person(s) to req 713.13(1)(b), Florida Statutes. `, ✓/ �r .r .� Name, address and phone number — !�j —��u 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPRO ENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECO:'DI NOTICE OF COMMENCEMENT. gnat s o + ner(s) or Owner(s)' Authorized Officer /Director /Partner /Manager Prepared By Prepared By Print Name Print Name Title /Office Title /Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The for oing instrument was acknowledged before By E-/Z. c / : jc>7-a t air c lirindividually, or ❑ as me this 2 C for ❑ Personally known, or ❑ produced the following type of identificat Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of •erjury, I declare that I have read the foregoing and that the facts state • in it a.er to the best of my knowledge and belief. day of 5-8-F-77-E,7--7.043E71— / 44-1A Pc_ #53 7SG— ..z -z6f —G Signature(s) of Ow 2el.-0 G / 11111bw1111n111111n1111n11 m.o..w n.11 * *Maa1111n11 WALDO LAUREN= Comm# DC 4297 Expires 1/25/2013 Florida Notary Assn., Inc s Authorized Officer/Director/Partner /Manager who signed above: By `'`!f By 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) PROPERTY OWNER: +►le) D. T+91.�e►..3L.t� PERMIT # I " SS. 5$ ADDRESS: 12 4 tl . )00 foresee-T-1 rliat- 11 SKo s, IrL. 331 3$ FOLIO NUMBER: 11`" 3205"q7061—OOI0D FLOOD ZONE: ie/A . BASE FLOOD ELEVATION: it FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): .4pf COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed))Q4 1 O . W VALUE OF PRINCIPAL STRUC (attach appraisal): ■ I °t i I o SO OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: 1./ el II Created on June 2009 DATE: Property Information Map My Home Miami -Dade County, Florida - . ea Property Information Map Aerial Photography - 2009 This map was created on 11/22/2011 12:10:46 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 0 56 ft MIA Page 1 of 1 Summary Details: Folio No.: 11- 3205- 008 -0060 Property: 1249 NE 100 ST Mailing Address: SERGIO D SOTOLONGO 1249 NE 100 ST MIAMIA FL 33138- Prooerty Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 2/2 Floors: 2 Living Units: 1 Adj Sq Footage: 2,339 Lot Size: 7,950 SQ FT Year Built: 1950 Legal Description: 5 53 42 GORDON SHORES PB 45 -8 E25FT LOT 5 & W5OFT LOT 6 BLK 1 LOT SIZE 75.000 X 106 OR 1 591 2 -1 407 0593 1 25614- 0263/25693 -4948 0407 1 Assessment Information: Year: 2011 2010 Land Value: $116,014 $96,679 Building Value: $195,848 $197,050 Market Value: $311,862 $293,729 Assessed Value: $311,862 $293,729 Exemption Information: Year: 2011 2010 Homes $25,000 $0 2nd Homestead: YES NO Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $50,000/ $261,862 $0/$293,729 County: $50,000/ $261,862 _ $0/$293,729 City: $50,000/ $261,862 $0/$293,729 School Board: $25,000/ $286,862 $0/$293,729 Sale Information: Sale Date: 11/2010 Sale Amount: $350,000 Sale O /R: 27546 -4907 Sales Qualification Description: Deeds to or from financial institutions View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.g... 11/22/2011 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICAT -E AUG 1 7 2fl1 Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on page's B No. 1660 -0008 Expires March 31, 2012 164243 SECTION A - PROPERTY INFORMATION Al. Building Owner's Name SERGIO D. SOTOLONGO Fort A2. Building Street Address (including. Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1249 NE 100TH ST City MIAMI State FL ZIP Code A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) A4. Building Use (e.g., Residential, Non - Residential, Addition, Accessory, etc.) A5. Latitude/Longitude: Lat. 25 °52'03.41 "N Long. 80°10'19.70'W A6. Attach at least 2 photographs of the building if the Certificate is being used A7. Building Diagram Number j3 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2339 sq ft b) No. of permanent flood openings in the crawlspace or enclosures) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 636 sq in d) Engineered flood openings? ❑ Yes ® No RESIDENTIAL, Horizontal Datum: ❑ NAD 1927 to obtain flood insurance. �Zl NAD 1983 A9. For a building with an attached garage: a) Square footage of attached garage 400 sq ft b) No. of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number 120652 B2. County Name MIAMI -DADE B3. State Florida B4. Map/Panel Number 0306 B5. Suffix L B6. FIRM Index Date 9/11/2009 87. FIRM Panel Effective/Revised Date 9/11/2009 B8. Flood Zone(s) X/AE 89. Base Flood Elevation(s) (Zone AO, use base flood depth) 8 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) BI1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes Designation Date ❑ CBRS ❑ OPA ® No SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* _4 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/A0. Complete Items C2.a -h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized 3250 F Vertical Datum NGVD 1929 Conversion/Comments a) b) c) d) e) f) 9) h) Top of bottom floor (including basement, crawlspace, or enclosure floor) /2 Top of the next higher floor 9_3 Bottom of the lowest horizontal structural member (V Zones only) Attached garage (top of slab) 6_8 Lowest elevation of machinery or equipment servicing the building 6_8 (Describe type of equipment and location in Comments) Lowest adjacent (finished) grade next to building (LAG) 6_6 Highest adjacent (finished) grade next to building (HAG) 6_7 Lowest adjacent grade at lowest elevation of deck or stairs, including N/A structural support Check the measurement used. feet ® feet ® feet ® feet ® feet feet feet ® feet ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ meters (Puerto Rico only) ❑ 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 Certificate represents my best efforts to interpret the data available.' 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. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No CertiFier's Name Clyde 0. McNeal License Number 2883 Title Registered Professional Surveyor Company Name TARGET SURVEYING, INC. Address TARGET SURVEYING, INC. City West Palm Beach State Fl ZIP Code 33407 Signature s'''r Date 12/8/2010 Telephone (561)640 -4800 F/C 4l, Na 2883 Digitally sign e Clyde NicN DN: CN = !� e S, rtes 44 - 7 =y�4fl9, Inc. e: 2011.03.31 08:15:01 - 05'00' FEMA Form 81 -31, Mar 09 See reverse side for continuation. Replaces all previous editions 164243 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 100TH ST City MIAMI State FL ZIP Code ;N# SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments GARAGE SQUARE FOOTAGE IS ROUNDED TO THE NEAREST 100 SQUARE FEET. ACCESS UNAVAILABLE. Signature Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR -F request, complete Sections A, B, and C. For Items 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, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6 -9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 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 - 4ROPERTY 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 rl 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. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. ❑ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance /Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum 010. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Community Name Signature Comments Title Telephone Date J-I Check here if attachments FEMA Form 81 -31, Mar 09 Replaces all previous editions