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RF-06-3008Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 O Inspection Date: 02/14/2007 Inspector: Grande, Claudio Owner: LUDICKE, ROBERT & ALLISON Job Address: 999913 Avenue NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: CONSTRUCTION MASTERS OF SOUTHERN FLORIDA INC Permit Type: Roof Inspection Type: Final Work Classification: Roof - New Phone Number (305)754 -2903 Parcel Number 1132050090460 Lot: Phone: (305)256 -1370 Building Department Comments NEW TILE ROOF FOR NEW ADDITION 1/23/07 DUE TO PAYMENT NSF fi� FEB 1 5 2001 Passed 14 Inspector Comments J / / / �� d Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Tuesday, February 13, 2007 Page 1 of 1 Reileh Ent' eering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 February 12, 2007 Construction Masters Miami, Fl Project: Dear Sirs; ROOF TILE UPLIFT TEST REPORT Residential Home 9999 Northeast 13 Avenue N Miami, Florida Information provided by client: Permit Number: 063008 Date Completion: February 06, 2007 Roofing Contractor: Construction Masters Project Number: 07 -0525 (Testing Laboratory Certificate #06- 0501.15) In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Vanguard Roll Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area and (1) in the comer areas were conducted. Based on .curate proj ect meet. the .esf a copy of out test repo conclude t ent outline revive.; Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Mo , 7 ad Sonny Salleh, P.E.49014 Pr ct Manager TILE UPLIFT TEST Residential Home 9999 Northeast 13 Avenue N Miami, Florida Reileh Engineering Corporation — Project Number - 07 -0525 — Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 9999 Northeast 13 Avenue N Miami, Florida Project Number: 07 -0525 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation — Project Number - 07 -0525 — Page 3 of 3 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass Reileh Engineering Corporation — Project Number - 07 -0525 — Page 4 of 3 ON NI IANI MADE PRODUCT CONTROL NOTIC Florida Lumber Co. 2431 N.W. 20th St. Miami ,FL 33142 JUL 2 6 2006 BY_' Your application for Notice of Acceptance (NOA) of: Framed Block Glued Core Outswing Flush Wood Door under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the Swett Florida Building Code. ISPZO05- i� MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375-2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 • • • • • • •• • • • ••• • •' • The expense of such testing will be incurred by the manufacturer. • ACCEPTANCE NO.: 01- 0718.04 EXPIRES: 09/28/2006 • •• •••• • s • • • • • • • Raul Ro i 0•• • •• .... Chief Product Contrd1,1 'vi$ion • THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SFECIF.IK AILTIi GENahR L CONDITIONS • • ..•• • • • BUILDING CODE & PRODUCT REVIEW COIV M TTEE• • • . • • ; • . .. • • • • • • • • • • • • • • This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. APPROVED: 09/05 /2001 Francisco J. Quintana, RA. Director Miami -Dade County Building Code Compliance Office \\s045000I \pc2000 \ \ternplatesMotice acceptance cover page .dot Internet mail address: postmaster@buildingeodeonline.com Homepage: http : / /www.buildingcodeonline.com Florida Lumber Co. ACCEPTANCE No.: 01- 0718.04 APPROVED : SEP 0 5 2001 EXPIRES : September 28, 2006 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE 1.1 This renews the Notice of Acceptance No. 98- 0922.02, which was issued on October 14, 1998. It approves a wood door, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Framed Block Glued Core Outswing Flush Wood Door and its components shall be constructed in strict compliance with the following documents: Drawing No 99006, Sheets 1 and 2 of 2, titled "FBMA Framed Block Glued Core Wood Door," prepared by manufacturer, dated 12/6/99, bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. : • • • • • • • • 3. LIMITATIONS .. • ... • • • • • .. • 3.1 This approval applies to single unit applications of pair of doors and singe fippr, as Shown in . . approved drawings. Single door units shall include all components descrtbeda$ the active leaf of• • • • • this approval. •.. • • • • • .. .. .. • • 4. INSTALLATION ' 4.1 The wood door and its components shall be installed in strict compliance.with.the approved • • drawings. .. • ...:.. • . • • • 4.2 Hurricane protection system (shutters): the installation of these units will not reght ashurricane protection system 5. LABELING 5.1 Each unit shall bear a permanent label with the mana'f*r;turer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Manue Prod erez, P.E. Product Contro trol Division finer Florida Lumber Co. ACCEPTANCE No.: 01- 0718.04 APPROVED : SEP 0 5 2001 EXPIRES : September 28, 2006 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lithe Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; •••••• d) The engineer who originally prepared, signed and sealed the required ca unientatio$'ibltially • • submitted is no longer practicing the engineering profession. .. • • 4. Any revision or change in the materials, use, and/or manufacture of the proctiic�tor proggss §hall automatically be cause for termination of this Acceptance, unless prior writtea.a3provd1$as been requested (through the filing of a revision application with appropriate fee).aa}dgrantelpby, t1 is ogee.. • • •.•• •. • 5. Any of the following shall also be grounds for removal of this Acceptance; • • a) Unsatisfactory performance of this product or process. • •. • •' .• b) Misuse of this Acceptance as an endorsement of any product, for sales,4veising q y other purpose. • • • • .• • .• • 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE �/ /rim, i , . �►' . Ali Perez, P.E. Product Con tro Manu Prod 3 trol Division DOOR ANO FRAME 515100 "f' (.MOO SOAVE 0010) o naN 1 DOOR MODET. FRAMEDWBOa}CCk GLUUED 028EED PRETE= CR APPIBNID ECXW. WITH NM 2 /7 18' 0 8• SIMPLES 18• C4, 6 (18) 48 2 2 F 44 8f0E. BLFFVt7 WFAiFffi8R6 -2211.0204. ON 3 _ u W 1,01,7,S u .{S - a3 e x l, -t S4Elly L4AW iff u. 4 SINGLE SURFACE DRAB ECM - MFR & MODEL 4. 1 XWIKBEr 4280 OF# =GAM 481 21111 AA ROOMED MAC. ENG. LACK RED/FORCER Mute 5 �PASRS1A�GE LOCK - WE & M00EL 6800' INCIC BRASS STRIKE xWDaE1' 4200E S2TIAOE /F1aN • 1816.E aftwo R DUO sots - MFR & 0000. 4 CENTER 8• ABOVE PASSAGE LOCK, 8191= 4880 ROMA08 #818031 STRIKE ASSOMRLY =SSTs OF 0.082' THICSC BRASS SURFACE PIA STEEL WOFI Ate. a120•yiliR 7 T843 p TOP OF DOOR, (4) 490 3/4'�F 85. 15 .G�48 x 3 4'8 -3/4 /WD 84' & CO /9 X 2-1/2' MRS. 4444445 8 4' X 4' BUTT HB1t , PRAWL 227CCER 31-3 4' ARID 58• FROM TOP 01 DOOR 529115 - ro 00021 $198111 3/4' FMB3. T� JMID0 (3 4853/4 F`IN9 & (1) {8 x 2-1/2' fHWS. 9 � (DSPTH X N� lECHT) / 2-11/8' (6 2-4(8' aR 3 -914r 1 880 10 WOOD FRAME - 1 -1/4 X 4-9/18' Oft OR 1 5-1/4' (3) 3/44''DX2" GUN DRNEN STAINES. WEATHERSTRIP SEEM. /GOS- aTTACHE9 WITH 11 E � & e- sir � (3) PER WITH GLUE & 3/4' STAPLES 1' ro 1-1/4' FROM AMR (� WFATHE(6R444 - �+L� MC . 4 1 , -mo OR 1 0E8 -928 12 2' X 3' X 0007' MOOT. FLAP mum 1a RCM= 22415121541.. 13 FRAME SOME TO 2X 800 RUCK - 00 X 2-__ / ' F 2S. ' FROM CORNERS & 24' 0C (MAXI. FRAME MUMS AND 0 BAD 8' FROM MM 130 FRAME SCREWS TO MASONRY - 3/18' FH TAPCONS W/ 1 -1/4' ION. EMBEDMENT INTO MASONRY. SPACING IS SAIS AS MOVE 14 PE1420 � SELF 054021E W8904518R'� AT OUTSIDE EOM AT TOP OF 8081 DOORS. Past° 088 AT 042004E EDGE AT LOCK SOLE OF ACTIVE DOOR. I CRD1E0 15 PERKO 434521 RNN OSP & SWEEP ATTACHED WIN /8 8 5/e' 181915 • 8' O.O. 18 PAD/ORISVER AT 80r s+ or EACH .IQ®. /' x 2' x 3/18' PAD. PAD /0998198 AT 0011611 11F 93IRACM. Sl.44 MIME PRE J —R #100 h THRESHOLD WOOD & ALUM W/ QDS WEATHERSTRIP 02.914 (1) AND 10' XC1 (IX IOTA )EI�M EACH ENO (1)410X044 2"FHWS.4- 014119 EACH SIDE of GEWrETiUNE (TWO TOTAL) LUMBER jjpjuIL 13/ 1.0•�j 1_ 44 Ar „," -= —,mi ;. 20011 PORTION (1) 410 X 2.5' FHWS AT CENTERLINE (1) 12' TO EACH SIDE. AND BAUNCE 10' OC (SEWN TOTAL) MINIMUM EMBEDMENT 1.0' ALUMINUM EXTRUSION DESIGN PRESSURE RATING +50.1 PSF —67.8 PSF THESE DOORS DO NOT REQUIRE MIAMI DADE COUNTY APPROVED SHUTTERS. CLEW! GRAM DOUGLAS FIR OR 55. ITEM #2 J —R #3D0 ASTRAGAL W/ SLEEVES & KERFED FOR WEATHERSTRIP 2.875• 2.80' 1.750• •• ••• • • • • • • • • •• • •• • • • • • • •• ••• •• 1.0• • • • •.• • • • • • • • • • • • • • • • •••. .• • �. .� •• • • • • • • •• • • • 1 • • • • • • • • • • • • • •• • •• • ••• • ••• • • • • • • • • • • • • • •• •• • • • • ••• • • • • • 1' A-8 MARNE 9-PLY PLYWOOD (2) EACH 3/8' SCHEDULE 40 STEEL PIPE SLEEVES 8 -3/4' LONG BORED CLE#R 100 9142514 801ro 7. 1 AT EACH END OF E ASTRAGAL. APPROVEDAS COMPLYING Willi THE SOUTH R9RIDA: I,. •,NEI . DE 11 41 fc "4.4 DIVISION COMPLIANCE ACCEPTANCENO,Int-rs'u$'OW FLORIDA LUMBER CO. "%ow 2431 N.W. 20 37 MIAMI, FL 33142 -0977 '?D.: 303 635 - -6V(Z Drawn by: E.D. & D Date: 12/6/99 Revisions: Drawing #99006 Drawing Title: FRAMED BLOCK GLUED CORE WOOD DOOR Page 1 of 2 ••• • • • • • • • • • • • • • •• •• ••• • • FACE SHEETS; 7 —ply construction. Face veneer sheets securely adhered to core. Combined thickness of each face panel is 1/12° min. DOOR INFIU. Consists of 1 -3/4° thick wood core blocks, any length, joints staggered, blocks glued together on all sides. If core is spliced, It must be reglued. TYPE 1 adhesive for exterior use is required. STILES AND RAILS Are of solid Douglas Fir wood construction. Stiles, toprail & bottom rail are all to be 1° minimum face X 1 -3/4° thick. Stiles and rails must be securely bonded to stave lumber core. CORNER CONSTRUCTION Butted and the ends of all intermediate frame members are coped to tightly fit the intersecting frame and attached. MAXIMUM WIDTH 38 1/4° 1/4" MAX. BLOCK OR CONCRETE WA O _AI 00 4111V"ir 1111 MINIMUM EMBEDMENT 1" MINIMUM EMBEDMENT 1" - SECTION C -C MAXIMUM WIDTH 75" 1/4" MAX. BLOCK OR CONCRETE M NIMUM EMBEDMENT 1" SECTION A -A 2 X WOOD BUCK 1/4" 1 MAX. INTERIOR 1 3/4° MIN. THICKNESS •• •• • EXTERIOR MAX. HEIGHT 97 1/4° • • •• •• •• MINIMUM EMBEDMEV 1" • • • • •• ••` • ••• • • • • • • • • • •.• • • . • • • • =B • • • .ITEM #4 LOCK REINFORCER BY M.A.G. ENG. MODIFIED APPROVED AS COMPLYINS'MTH THE pq,_ �r4 JL? U 1�'DE I! at_— BUILDING CODECOMPUANCEOf ACCEPTANCE NOPt-CM %• di FLORIDA LUMBER CO. ties 2431 i'".W. 20 ST ~ . 1.41AkCa F.331421471 U60-MCC 1.4 11M1111 1S OZ 'M'N tete :oo.warm vado" i8'4 . 6a5- a. Drawn by E.D. & D. Date: 12/6/99 Revisions: Drawing #99006 Drawing Title: FBMA FRAME BLOCK GLUED Page 2 of 2 •• • • • • • • • • • • • • • • •• •• • • • • ••• • • ••• ••• • • • • ••• • • • • • • • • • •• •• • • CITY ML A M I�DADE BUILDING CODE COMPLIANCE OFFICE CO PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (N DAB Door Company Inc. 12195 NW 98th Avenue Hialeah Gardens, FL 33018 JUL 2 6 2006 U tPZ.ODSr 1413 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to . perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Sectional Garage Door 16'- 2" Wide. • •• • • • • APPROVAL DOCUMENT: Drawing No. 00 -18, titled "Sectional Residential Garage DooT',.Qated 08/2A/Q0 with last revision on 02/28/06, sheets 1 through 3 of 3, prepared by AI- Farooq Corporation, signed antii.sccaled by H. Faiv4q, P.E bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance twaltex.and expiration date by the Miami -Dade County Product Control Division. •••• • • • MISSILE IMPACT RATING: Large and Small Missile Impact • • • • • •. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, stateianil follows t statement: • :.. • "Miami-Dade County Product Control Approved or MDCPCA ", unless otherwise noted herein. •••••• • .. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and thure alas 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 iu.thu Materials, . use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any psaduct for sales, adverisini • or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NO4 shall $e cause for termination and removal of NOA. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E-8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 34000 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance 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 # 00- 1121.01 and consists of this page, evidence page as well as the approval document mentioned above. The submitted documentation was reviewed by Candidjont PE. .• • • NOA No 05- 0915.08 Expiration Date: February 22, 2011 Approval Date: Apri113, 2006 Page 1 DAB Door Company Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Drawing prepared by Al- Farooq Corporation, titled "Sectional Residential Garage Door ", Drawing No. 00 -18, dated 08/24/00, with last revision on 02/28/06, sheets 1 through 3 of 3, signed and sealed by H. Farooq, PE. B. TESTS 1. Test report of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on " Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 00 -904, dated 08/17/00, signed and sealed by H. M. Medina, PE. 2. Test report of Uniform Static Air Pressure Test Per PA 202 and Force Entry Resistant Test on "Sectional Residential Garage Door ", prepared by Hurricane Engineering & Testing, Inc., report No. HETI 00 -903, dated 08/11/00, signed and sealed by H. M. Medina, PE. C. CALCULATIONS 1. Calculations dated 09/14/99; pages signed and sealed by H. Farooq, PE. 2. Calculations dated 08 /09/05, page 1 and sealed by H. Farooq, PE. D. MATERIAL CERTIFICATIONS 1. Test report of Tensile Test per ASTM E 8, report No HETI 00 -T052 prepared by 1 through 6 of 6, prepared by Al- Farooq Corporation, through 5 of 5, prepared Al- Farooq Corporation, �zRnec� . . . .. • .• • .•. • •. • Hurricane Engineering & Testing, Inc., dated 10/13/00, signed and sealed by At VFgar Pk. • • E. STATEMENTS. • •• • • • • • • • • • 1. Letter of Code Compliance • • • • by H. Farooq, PE. 2. Letter of No financial interest issued by Al- Farooq Corporation on 11/07/00 signed • by I#:• • • •• • •••• Farooq PE. and notarized by R. D. L. Guardia. 3. Tensile test and Affidavit prepared by DAB Door Company Inc on 01/10/06 signed by R. Berger and notarized by T. Bolanos. F. QUALITY ASSURANCE. 1. Building Code Compliance Office. E -1 4,9 Candidro F. ont, PE. Senior Product Control Division NOA No 05- 0915.08 Expiration Date: February 22, 2011 Approval Date: April 13, 2006 CENTER STILES SEE SCH. 'A' 15/18"W X .15 THK. LATCH SPRING LOADED SLIDE BOLT LOCK (80TH SIDES) I FASTENED W/ (8) #14 X 1/2" S.M.S. ' 5/8' MIN. LOCK CONFORMS TO ' CHAPTER 10 SECTION 1008.1.8.3 OF FBC ' REGARDING GARAGE DOORS • /A1�A1 v 1111110011111=1111111 III lHII P G tY IIII II — lIu1111TaII IIuI 11111 -111 l!•TAT�AI� AAA A 1 SECTION 18' . OUTSIDE HANDLE 4 SECTIONS 21" OPTIONAL VENT ' - MAXIMUM OPENING AREA 120 SQ. IN. .� OPTIONAL FLUSH FACE • WOOD GRAIN DESIGN MAX. DOOR WIDTH 4 SECTIONS 18 3 SECTIONS 18' 2 SECTIONS 18" 8 0805082 21" 8 SECTIONS 18' LOCK BAR GUIDES INSTALLED ON END STILE 16 " -2" / 10. -8' 10' -9" 4 SECTIONS 18' 3 SECTIONS 18' 2 SECTIONS 18" 1 SECTION 18" 8 SECTIONS 21" 8 SECTIONS 18" OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN CENTER SALES I THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 4 SECTIONS 21' 11' -8' 12' -3" tr -9' 8'-0" TO 8' -0" S%-1" TO 11' -10" 1r-0" TO 13' -10" 8' -0' TO 9'-0 • 8 SECTIONS 18' 5 SECTIONS 18' 4 SECTIONS 18' DAB D00R MODEL 824 MAX. SIZE 16' -2" WIDE X 16' -0' HIGH DESIGN PRESSURE RATING + 56.0 PSF' i — 64.0PSF• GENERAL. NOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE' REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 @M ON INCLUDING 111011 VELOCITY HURRICANE ZONE. 5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.' ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL • DRESSING OR STUCCO. • a ALL BOLTS, NUTS AND WASHERS SHALL 8E ZINC PLATED CARBON STEEL' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN • 1HESE DETAILS ARE NOT PART OF THIS APPROVAL • 5. A 333 INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF W000 • ANCHORS ONLY. 1 580508 18' 9' -1 TO 11 -10'' 14'-0' TO 15' -10" • 14' -Y LitTILHICT N E1ACy'p Cr :.:? _fin, 1.1c6 R ^Ar{jry'y 5 SECTIONS 18' 4 SECTIONS 18' 15 -3" 15' -8' 2 SECTIONS 18" 1 SECTION 18" 8 SECTIONS 21" 8 SECTIONS 18' 4 SECTONS 21" 12-0' TO 13' -10' DOOR WIOTNS 15&4117' TO 1$ 2" / DOOR WIDTHS ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • ••• • • • • • • • • ••• MAR 0 8 2006 drawing no. 00 -18 • • • • • • • • • •• •• • • (sheet 1 of 3 ) 24 GA. STEEL. PANEL 18 GA. X 2-1/4" X 2' GALV. STET. U.BAR' REINFORCING 0 TOP OF PANEL • TRUSS FASTENED TO VERTICAL INTERMEDIATE / SOLES W/ TWO B 14 x 5/8" S.M.S. • WW/ FOUR END S 1S4IC5E 3/4" SELF ORR1INO 5. ' I FLAPS BENT OVER PANEL 2 18 GA. X 2-1/4' X 2' GALV. STEEL U.BAR RCMO 0 BOTTOM OF PANEL / TRUSS FASTENED TO VERTICAL INTERMEDIATE ' STILES W TWO # 14 X 5/8' S.M.S. • AND TO STILE / W/ FOUR # 14 X 3/4' SELF DRILLING S.' i ! 16 GA. X 2 -1/4' X 2' GALV. STEP. U.BAR REINFORCING TRUSS / STILES W/ TWO 9 1459 B S LLS. • W/ FOUR # 1S4RLXE 3/4' SELF DRTWNG SCR. REINFORCING � 2ND SECTION , REINFORCING _I 16 GAJI 2 -1/4' X 2' GALV. STEEL U.BAR ' REINFORCING TRUSS ■ TRUSS FASTENED TO VERTICAL INTETBEEDIATE STILES W /__1W0 # 14 X 5/8' S.M.S. • AND TO PID STILE • / I FOUR i! 14 X 3/4' SELF DRILLING SCR. IWArt �yQ INTERMEDIATE SECTIONS' REINFORCING • 16 MAX 2 -1/4' X 2' GALV. STEEL U.BAR • 1 REINFORCING TRUSS ti - TRUSS FASTENED TO STILES W/ O 1 14 5 8 S.MNTERMmIATE • T AND TO END STILE • W/ FOUR # 14 X 3/4' SELS DRIWNG SCR. TOP SECTION / REINFORCING ' OPT10 BY 00 P MOULDING / STEEL TRACK BRACKET FASTENED.' TO WOOD JAMB WITH 5/18" X 1 -5/8" LAG SCREWS-7 2 PER BRACKET SOUTHERN PINE 0.55 S.G.j 3/4' MAX 1.9' X 2.19' X 3.3' X..090' STEEL TRACK BRACKETS SEE SHEET 2 FOR SPACING ' _.. 2 -1 /8" X 1' X 14 GA. ! :�i GALV. STEEL TRACK ,..„...... _,_„...., FASTENED TO TRACK PLATES 1 1,„,fr , W/ 1 4-20 X 5/8' TRUSS HD. M.S. &LOCK NUT ! 7/16" PUSHNUT INSTALLED ON ROLLER SHAFT • 1/2" X 1 -3/4" X 16 GA. FORMED STEEL'' GLUED TO PANEL AND SECURED TO END SOLE WITH 3/18' POP RIVETS 0 12' 0.C.'. _1 -7/8' X 2 -5/8" X 18 GA. STEEL ' CE�fTER SOLE , • POP RIVETS j 14 X 5/8' S.M.S. ' r4 / HINGE • / 1L I 1 0 • • • • • • • • �• �1 mi 1 5. 1 11 • 18 cA GALV. • • iINRIOR ;ID: • • • • • CENTER HI • • • • • • ' `L' • • • • SECTION B —R•••• • • • • t.s2• IXA. ROLLER ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• OI $Deg sr,St fbe MAR 0 8 2006 drawing no. 00 -18 sheet 2of 3 i • • • • • 0 • • • • • • • • �• �1 mi 1 5. 1 11 • 18 cA GALV. • • iINRIOR ;ID: • • • • • CENTER HI • • • • • • ' `L' • • • • SECTION B —R•••• • • • • t.s2• IXA. ROLLER ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• OI $Deg sr,St fbe MAR 0 8 2006 drawing no. 00 -18 sheet 2of 3 5/16' x 1 -5/8" LAG SCREWS INTO WOOD OR ' / 5/16" SLEEVE ANCHORS ' POP WETS WITH 1 -1/4° EMBED INTO MASONRY HORIZ. TRACK SUPPORT.' ABM,' CENTER SUPPORT REGD. ON DOORS CABLE DRUM. ,I EXCEEDING 5 FT. IN HEIGHT /0: 11 _ 4_ a. O �--2-° I I 14 GA GALV. STEEL ADJUSTABLE / 3 PER BRACKET, SLIDE FASTENED TO BRACKET W/ 5 16-18 X 3 4' HEX HEAD' i rAROOQ CORPORATION ERS, PLANNERS & PRODUCT DESIGN 5W 87 AVE FLORIDA 33174 05) 284 -8100 FAX. (305) 262 -6978, —� C= �U, • 2 -1/2' X 4-1/4" X 13 GA. STEEL PLATES WELDED TO 1 -1/2' X 1 -1 /2' X 14 GA ANGLE ' WITH (4) 1/4-20 BOLT 8t NUTS ' ,,ll�m HORIZ. TRACK LENGTH =OPENING HEIGHT PLUS 12' � f HORIZONTAL RETNFOROEMENT 7 1 /2' X 1 -3/4' X 16 GA. FORMED STEEL '' VERTICAL STILES TO PANEL AND FASTENED TO ' OLES MN - (2) 3/18" POP RIVETS 1 �� " 1 DOOR HEIGHT •SECTION HEIGHTS, BRACKET PLACEMENTS 1ST 2ND 3RD 4114 5TH B1 • B2 ' 83 • B4 • 85 86 • 87' 88 • 8' -0° 18" 18' 18' 18" N/A 1' 11 -3/4° 23' 34' 45' 56' 67- 6'-6' 21. 18' 18' 21" N/A . 1° 11 -3/4° 23° 34° 45' 56° 87' - 7 7' -O' 21° 21' 21° 21" 14/5 • 1' 11 -3/4° 23' 34° 45" 56" 67° 78 -1/4' 2 -3/4' X 5-1 /2' X 3' X 12 GA. ' TOP GALV' ROLLER ' FASTENED ROLLER B(6) # FASTENED W/ (6) # 1 X 5/8 S.M.S. ' 11 I. Y -6° 18" 18° 18° 18° 18' ' 1' 11 -3/4" 23° 34° 45" 58° 67' 78 -1/4" 8' -0" 21'18° 18' 18" 21' • 1' 11 -3/4' 23' 34° 45° 56" 67" 78 -1/4' .- SECTIONS ARE NUMBERED STARTING. AT THE BOTTOM 1 , FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TOP BRACKETS AT 10* 0.C. W z fo HORIZONTAL REINFORCEMENT'' 1/2' X 1 -3/4' X 16 GA. FORMED STEEL ' GLUED TO PANEL AND FASTENEO TO i - VERTICAL STILES WITH (2) 3/16• POP RIVETS I ® 1.81' DIA X 5' ROLLER SHAFT' ' 3 1 OPTIONAL WSU PITONS ' - BY 'APACHE PRODUCTS CO' ', [SECTIONAL RESIDENTIAL GARAGE DOOR DAB DOORS INC. 12195 N.W. 98 TH. AVE. HIALEAH GARDENS, FL. 33018 TEL (305) 558 - 8824 11 " 14 GA. GALV. STEEL TRACK ' 2 X 3-1/2' x 12 G4. TRACK 65405818 • 2ONN/E8° HIGH 2 -3 /16" H TO TRACK WITH ONE 1/4' BOLTS & NUTS. 1 / m m 1 ��_ II IN li ' S� SUPPORT PORT THE LOADS OSED BY DOOR SYSTEM , HUTI 141.0 SLEEVE ANCHOR SPACING 5/16' X 1-5/8" ' LAG SCREVS ' AT 9' 0. ANCHOR STRUCTURE EM,u. SPACING DENSITY NOED POLYSTYRENE O 01 1.07 3 /6' CONC. BLOCK �[jy[3I/2 CONC. ®awar - _ N.O.A. -11 09 OR 50-25 POLY - 'ANURATE ' - DENSITY = 2.0 PCF • N.OA # 01- 1108.08 • 14 GA. CALK STEEL ' ROLLER HINGES FASTENED W /(6)� 14X5/8” SMS' 0 CONC. = M. 3000 PSI I, .' 1/4' 0 HEX HEAD j M.S. & LOCK NUT O 12" 0.0. ' MIN. D6WNCE ..p° .. • • • . . . d,-,�,-,- 1„ „ „�j b. o 1 m 3 n g'i 9 N 6 e� ' 1 1-1/2' d tamp m d 'I mil 1 -� 2” 1 -1 4'x2 -1 /YX 14 - CON{ STEEL ANGLE "X3'512 flL' ' ' 2 GA S1 EL' FIAT BRACKETS O 12 O.C. CONNECTED TO CONT. ANGLE ' W/ (3) 1/4" 0 SPOT WELDS • ��// (� �1� `� II ' MIN. 024° ROLL FORMED STEEL PANEL 11 - DRAWING OUAUTY G-40 ��JJ A K CONFT A11ON ' oN WITH PRIMER AND BN ED ' 2 -t/8" x 1" x 14 GA. POLYSTER PAINTED TOP COAT • GALV. STEEL TRACK APPUED TO eons SIDES OF STEEL ' AL TERNATE TRACK INSTALL ATLON • FASTENED TO TRACK PLATES ' ,t' x W000 FRAME BUILDINGS ' / () 1/4 �/ TRUSS HD. • o° 21 g , n - - - STUD *AILS ADO °MI NG -HALL UD BLOTTED M.S. LOOK ' - BY 'ROT LESS THAN (i1 2 P fRE�� 2 WOCQtR0�1 F)Tit�,`TIE�EALA. ' g .. "• WOO® BU(:K•S•OZIfki JO'? =d MtiQIRY '• • t �+ S k 8 l' '. 1 _ TRACK SHAL1. BE SECURED ram TRACK BRACKETS To PRESSURE ' — TREATED 2X6 WOOD JAMBS WWCH SHALL 8E ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH • ly'4' TAPQONS BY X.0. � , •WTDI i•3/ °MIN. ANICiEpS�1pY{i OF ' • • 12 GA. GALV. STEEL . s• f2. WTI , • • • BOTTOM BRACKET FASTENED • 8•{/2.0. ACRETE. • • • Engr: DR KAIVOLIN FAR000 STRUCTURES RA PE 18657 Vii'• o. ''! .oS r +LJI •- W/ (4) S 14 X 5/8' SUS • . BICK•NALL CELLS !HAL• BF•GROUT 11cD AN FORCED tom! Foot / 5 BARS WENDING INTO Fn �D eEAMS / .�+� ./' .° /alka �► J•.. ----` +r_ '�� drawing no. .t OOH 1 S ALL BARB SHN.I BE CONTINUOUS FROM TO G. ' 0 SECTION A —A PREPARATION OF JAMBS BY OTHERS (sheet 3of 3 • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• 4 MIAMIDADE I C BUILDING CODE COMPLIANCE OFI+' PRODUCT CONTROL DIVISION NOTICE OF ACCEPTAN Gopi Glass Sales & Service Corp. 7450 NW 41g St Miami, FL 33166 y h �y L E g V JUL 2 6 200E PJ losk 6y SCOPE: B Y: GN'Z�VS 1413 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 This NOA is being issued under the applicable rules and regulations governing the use 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 Buildi•ng.Gade, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullions — Impact Resistant • APPROVAL DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheens 1 through 3, dated 12/05/95 with revision B dated 10/01/03, prepared by Al Farooq Corporation, signed and sealed by Humayeun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the mare Df Accopt•e 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 a • following statement: "Miami -Dade County Product Control Approved ", unless otherwise $8ted' ereii. • • ; •.. 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 # 02- 0212.04 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No 03- 1124.04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 Page 1 Gopi Glass Sales Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 3 of 3, dated 12/05/95 with revision B dated 10/01/03, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -96 -512, dated February 2, 1996 signed and sealed by Hector Medina, P.E. (Submitted in NOA #99- 0331.02) 2. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4.) Large Missile Impact Test, SFBC PA 201 -94 5.) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of two jnull„ed side -by; :. side series 510 aluminum fixed window, prepared by HumcaneTxatiiteering Testing Lab, Inc., Test Report No. HETI- 024145B dated April•39: •,•2002, •.: signed and sealed by Hector M. Medina, P. E. (For reference at*, "(Submitted in NOA #02-1826.03) • . • • •••. . .. C. CALCULATIONS • • 1. Structural mullion and anchorage calculations prepare• • y Al- Fareoq Corporation, dated 12/06/95, signed and sealed by Humayoun I aroocj' P.E.. • • • • . (Submitted in NOA #99- 0331.02) • "' 2. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., titled 2/11/02, signed and sealed by Humayoun Farooq, P.E. (Submitted in NOA #02- 0212.042) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTU'ICATIONS 1. None. E -1 ManuAZ ez, P.E. Product Con TIT - , er NOA No 03- 1124.04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Letter from Gopi Glass Sales & Services Corp. engineer , dated 04 /24/03, requesting a revision to their current approval and the items to be revised and supporting evidence, signed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 02- 0212.04, issued to Gopi Glass Sales & Services Corp for their Aluminum Tube Mullion, approved on 06/27/02 and expiring on 03/28/07. E -2 L Mann Product Control NOA No 03- 04 Expiration Date: March 28, 2007 Approval Date: April 1, 2004 • • • •••• • • • • .. • ... • • .. • .... • • .... • • • .. • • • • • • .. .... • • • • • .... .. • • • • • • . .. • .... • • . • .... • • .. • •• •• • • • .. 3.000 4.000 5.000 6.000 8.000 TYPICAL WINDOW FRAME MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 I2 STEP 4 STEP 5 MULLION CLIP (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. MULLION CLIP (ALT. TO ANGLES) CLP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MUWONS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 • • ••• • • • • • • • FOR PARTTCULAR OPENING. • USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING • • • ABOVE LOAD REQUIREMENTS. • • • • USE CONNECTION TO MUWON AS PER PRODUCT • • • • ••• • • • • • • • APPROVAL SPECIFY MAXIMUM SHIM SPACING. USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. • • USING ANCHOR TYPES ON SHEET 3, AND ANCHOR GRAPHS : ' • STEP R ON SHEET 2, SELECT ANCHOR TYPE WITH DESIGN RATIN • • • MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOn • • •• • • ••• • • • • • • • • • • • • • • • •• • • • • • • • • • • • •• • ••• • 8000 •8000 ANGLE CLIP (8003 —T5) RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION PROPERTIES ONLY MULLION s'si8M IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON — IMPACT RESISTANT PRODUCTS. NOTES; 1. THE; PRODUCT IS DESIGNED TO COMPLY WITH 1HE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE DADE COUNTY REQUIREMENTS I.E. WIND LOAD, AIR & WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. 3. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.) 4. ANY CONOITIONS NOT COVERED IN THIS SUBMITTAL SUBJECT TO SEPARATE ENGINEERING RENEW. 5. ALL MULLIONS TO BE ALLOY 8083 -75. 8. A 33X NCREASE IN ALLOWABLE STRESS WAS USED M DESIGN OF ANCHORS. ieq¢:'�� RA. PE / 18557 PRODUCT REVISPA um complifigi with tim BoidhigCods North Acceptance No RBtmi .,,.. Pfe NOV 0 7 2003 TA 0 Z :� ••• • • • • ••• • • • • • • • • • •• •• • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • 4 drawing no. M95 -16 sheet 1 of 3 m MULLION LOAD CHART 2.-4E.4/a- AI.uH. rUHE NT 91HI. mu aR 1 20 00 4E 50 60 70 80 TRIBUTARY WIDTH - /NOSES MULLION LOAD CHART E,r ur nut. it r®m 1■11 ■11■\ \■EM\■■\\ \I■M■! ■ \1■■U'i1 MU►1EC1 ■I ■■1111 SEMEEE■>• ■ ■■�E IMISIMMSEMMIEMIEW MISIII RESE■►■■■■ REEIMSEEMEERIEE ■MINISBNIM. ■�,■ 1 \E\ ■ER■■E ■■IMEMM ISEMEMEEMEISIEEE E =ME■ ■O ■OWN■ MINESISMEMEEES 1 ■11101S■■► ■ ■\`■ ■■ ■101*O■IM■■.M■■ EIESSOMEISEEMPII 20 00 40 B0 60 70 TRIBUTARY WIDTH - INDHEB ANCHORS TYPE A2, OR C — HORRONTAL MULLION PRODUCT � BLAZING PRODUCT MAZING PRODUCT 5 ANCHORS AS. CRC MULLION SPAN 80 .Na MULLION LOAD CHART i1i1■■■M z -vo" . • TLeE 111■111Ma °D2 5MI1■ ■ ■„■■ ■■■■ 111OISE MMEES■■ NWEN■■■ ■I•■■■■ \1MM►\ ■■ ■ ■EWEEE EILEMEERIESEEE ■MI ER ■■ ■■MOM■ EIESSIEEMBIEEEER E■SE \S \■■■■ES MIMAN ■M■■■■■■ SE ■S\ ■CEO■ 11 ■►\■■, ■S,■\■■■ \SFLo\ i ■\ ■\' \■ EIEMMEEMIEREE\ ■MAO■■■M'■■`M WSW■SEEEE'SSE 20 B0 40 BB 60 70 80 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2'4"x1 /8' ALUM. TUBE YfI GTFFI no>m J�.77 ■c1r ■p ■ \\ m ■1=■■=S>■■■ MMLI■MESEESEEE w 11111 \1■SESEICOMME 11 ■1== =11 ■SE■ NEEE ■ERIE\■■\■ i \11f \1■► MEMI E\■■ Jm IMEREISM ■\■ ■ \S■ r- I\ER ■ \ ■■orS \EE\` ERENESESMEEME ■■ER■ \EMUS \■■► ■ ■SM■M■WII■12= EIESEMMOUMESS ■1■■IN■►1111111►M■ ■■■E■M_UMEM■► T • 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES TYPE A.B. B0 I Jr H TG l 1 cGFF • f• • 3 Ofd 50 60 70 80 Rr • IBQi'A(;Y• �IIOeI :IN S • •• • • • • • MULLION LOAD CHART 1'x4 "x /8• ALUM. TUBE I8 WD;L Ofx{ 11 =1111•\ \L MEMEMEMMINIMM ■■RWILMIE■ ■E MUMMIES= 1111•11 ■V!'9■`■■■■ SWEEMERESEEE 111■'■==111,■■ IMIMMEMMOMENE MMEMEMMIMMILI ■\�■\R■■\ ■S\■S. MILIMMEMMEMMII ESEREMEEMMEI ■REEME \ ■ ■ \S■ 7IIMM ■■, ■ ■ ■,. SEMEESCi ■, \ ■■ MINA► ■■EON■ i 20 30 40 60 60 70 B0 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 2 ANCHORS TYPE A RECT -Mil MEMEL .m, Da Lp • MULLION LOAD GHART 1 ■ 2'x3'x1/B'ALUN, 7U0: 000001.L."- G0(G MEMM ■1115 ■ ■■ EI∎ MIIMMEMMEMEMIN ISMIKIMIMESINIM IIE$MEE \■ ■ ■E■ 11 ■■►0■01•01■ ■■■ WEEMEMEEMEEE ■OIMMU ■S\■\■■ IMMUIRIMIMPUM l\■M ■■EM■O ■S\ OMERE ■■ ANIO ■■ .■MEMO ■.■■0■ ■M ■\■■■ ■O■EO. ■ME■ y■■ OIMO i\■\EM\■■■■ME M■SI■■M■■■■r MffaMMEMOMMINI IMMEMMEICSOM 22 80 40 50 50 70 88 TRIBUTARY WIDTH - 1N0HEB ANCHOR LOAD CHART MI'&ii■■■Mi ►IIIIIIIIIL___ ummiummum \111 \1 \�1 ■ ■ ■ ■ ■ ■ ■� NEEEMEMEMEM� 111MISE ! ■■■■■■� EMMEESEEME \\1 \1 \ \► ISEEE■ ■■1 SMEMMEMEME \\,\t►lERSS ITlM!!0■� WMIIMIMMOMMI MMMOOMMUMME SMERREIVENIF- EMEMUMESEE ■►\\!� M \SNOW\► IMEMCNNMSECEIbl ■ ■ ■ROMMOMMU� E■■■\\CNMEW■ 1 HORS TYPE B REGT4 20 20 40 6B GO 70 00 TRIBUTARY WIDTH - INCHES m MULLION LOAD CHART 2'x4.4/8' ALUM. TUBE GIGO. 401{ � • ,. __i.__— J►�■.1■■ 111\1 ■ ■1\■\mrAm■ ■1111= ■■==■ MMUMME 6 ■\ \■■\ ►lIMIIIM■■>•■■310 MUMOM\\■■■\ ■■E il ■M ■SEENE ■■S\ .,■1111■..■.■■■■ EUESEEMMIEBE NIMEIRIIIIIIMPOMMBRE SENUMWOMMMEMM MOMMEMMEUMEMM IIIMMEMMESISER 20 30 40 60 60 70 BB TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART ga m � N AgG fn ANCHORS TYPE 0 4sr•e 1111,,. ,1111, 1111 , 1 1111. ,, . 20 • • • FOR ANCHORS DESCRIPTION SEE SHEET QE 3. • • • • TRIBUTARY WIDTH - WT + W2 2 TYPICAL MULLION ARRANGEMENT ••• • • • • ••• • • • • • • • • • •• •• • • •• • • • • _ -• • • •• • • • • mc ••• A& OR C • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • 30 40 60 40 70 00 TRIBUTARY WIDTH - INCHES drawing no. M95 -16 (sheet 2 of 3 ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE NOTCH van HUCK TO ACCOMODATE CLIP ANGLE TO MASONRY I�a�;ua!1f nu�:uutuuul;au. MUWON ltiis` MUWON 1 . ° CONCRETE OR a. ,.,..,,,.,,......,...,... CONC. FILLED BLOCKS 0,1 ,U1111,U 11[f1111 P,,1 1111111111111111111111111 WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. PRECAST CONC. SILL • • • ••• • • • • NULLLN • • I 7/r MOM. • ••••• ••• -• • • • • • • • • • • •• • •• ONE•PIECE 'MP • ALTERNATE TO ANGLES ALL CASES ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOV 0 7 2009 drawing no. M95 -16 sheet 3 of 3 ) FROM : I WD BUILDING CO= COMPLIANCE OFFICE PRODCCI' CONTRDL DIVI51ON FAX NO. :3057160067 E JVE FEB 2 2 2006 NOTICE OF ACCEPTANCE FM Industries 1070 Teduailogy Drive Nokomis, 1L 34275 Feb. 20 2006 09:42AM P1 MAW DADE COUNTY, FLORIDA METRO-DADS FLAOLBR UVILDlNG. 140 WEST FLAMER STREET, SUITE 1603 MIAML FLORIDA 33130-1563 (305) 375-2901 PAX (305) 375 -2900 SCOPE: This NOA is tieing issued under the applicable rules and regulations governing the use of constmetion materials. The documentadon submitted has been reviewed by Miami -Dade County Product Como' Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and ether areas where allowed by the Authority Having Jurisdiction (AHJ), This NOA shall not be valid after the expiration date stated below. The Miami County Product Control have this (in Miami Dade .County) and/or the AHI (in areas other than Miami Dade County) reserve the right to . the accepted product or material tested for quality ice purposes. If this product or material. fails to perform in manner, the mandacuwer will incur the expense of such testing and the AHJ may immediately revoke, modify, or sued the use of such product or material within the jurisdiction. BORA resetves the right to revoke this acceptance, if it is deterodned by M County Product Control Division that this product or 'material fails to meet the requirements of the applicable building code. This including the pear is approved as described hercan, and has been designed to comply with the Florida Building C , Nigh Velocity Hurricane Zone. DEMON: S "► -70I" Alu minam Picture Window LMI ✓ APPROVAL DOCUMENT: Dig No. 42594 titled "Alaminu t n Ptctwv Window, Impact", shits 1 through 10 of 10, prepared by manufacturer, dated 7 /14/03, with revision "A ", dated 12/15/03, signed and sealed by Robert number and . , bearing the M78mi- Dade County Product Control Approval stamp with the Notice of Acceptance oval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Fisch unit shall bear a perm:went label with the manufacturer's name or logo, state:ncat ItEami Dade County Product Control Approved", So• Y• state and RENEWAL of this NOA stall be considered after a lenewa)14�v� ", �� otherwise noted herein, change in the applicable application has been filed and throe has been no code negatively affecdng cdng due 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 ofihe product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically to t ninate this NOA. Failure to comply with any section of Ibis NOA shall be cause for termination and 'removal of NOA. ADVERT) 1 j The NOA number prey by the words Miami Dam the expiration date may be displayed in advertising.literatu e. If any County, Florida, yet then shall by be done in its entirety. Y p of the NOA is displayed, tiler it shalt INSPECTION: A copy of this entire NOA shall be provided to the user by the matufacturer or its distributors and shall be available for inspection at tl e• okesitc.at he gaest •of the Building Official. This NOA cones of this page 1 and a Idence E t FEZ,• well as above. � t mentioned The admitted documentation was revidWed Thislori Berman, P.E. • • ... ... • •. • NOA No 03- 11.,5.01 • • ••• • • • • • • • • • • • • e; Du February 19. 2009 • • • • • •••• • • • • Approval Dates February 19, 2004 • •• • • • . • • Pae1 FROM :IWD FAX NO. :3057160067 Feb. 20 2006 09:43AM P2 EVIDEN A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. 4259-4, tad "Aluminum Picture Window, Impact", stets 1 through 10 of 10, pared by manufacturer, dated 7/14/03, with revision "A" dated 12/15/03, signed and sealed by Robert L. Clark, P.E. B. mgrs 1. Test reports on 1) Mr Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per PBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. PTI1- 3835, dated 07 /18/13, signed and sealed by Joseph Chan, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading Per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile ]Impact Test per PBC, TAS 201-94 5) Cyclic Wind Pnessure Loading per FBG, TAS 203 -94 along with marked-up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT L- 38150, dated 07/31/03, signed and sealed by Joseph Chan, P.B. C. CALCULATIONS 1. Anchor Calculations, ASTM E1300 -98, and structural analysis, prepared by manufacturer, dated 10/31/03, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02- 0828.155 issued to B.I. DuPont DeNNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01 -0205 02issued to Solutia, Inc. for "Saflex 1 Keepsafe Maximum" dated 5/17/01, expiring on 5/21/06. .. ... • • • • • .. • • • • • .. . . . . •S• • .. ... .. • • • Theodore Eermaa, P.E. • •.. •.. • Deputy Mon ter,Product CoolDlvtskn • • • • • • • NOA No 014105111 • • • • 17ntes February 19, 2009 • Approval Dates Fey 19, E -1 ... • • • • ... • • • • • • • • • • • • • •.• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • FROM :IWD OF FAX N0. :3057160067 Feb. 20 2006 09:43RM P3 F. STATEMENTS 1. Laboratory compliance letter for Test Report no. F fL -3835, issued by Fenestration Testing Laboratory, Inc., dated 08/25/03, signed and sealed by Joseph Chan, P.L. Laboratory compliance %tier for Test Report no. FM-3850, issued by Fenestration Testing Laboratory, Inc., dated 08/21/03, signed and sealed by Joseph Chan, P.E. O. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FRC). .. ... • • • • • .. • . • • • •• ••• •. • • Theodore Ber n, P.E. DerLy Director, Product Control Nobles • • ... ... ... • NOA Din 034105.01 • • • • • • • D February 19, • • • • • • • • • • • • • • • • • • • • Approval February 19 • N04 •• • • • • • • • • • •• $t3 • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • .• •• • • • •• •• •.. • • • . ..• • • NOTES: LARGE MISSILE WINDOWS 1. GLAZINGOPTIONS: A. 7x18' LAMINATED GLASS COMPRISED OF (1) LITE OF 3f11P ANNEALED- GLASS AND (1) LITE OF 3118' HEAT STRENGTHENED GLASS WITFI AN D80 INTERLAYER OF DUPONT BUTACITE OR SAFLEX XEEPSAFE MAXIMUM PVB. B. 7116' LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS GLASS WITH AN .080 INTERLAYER OF DUPONT EUTACFfE OR SAFLEX KEEPSAFE MAXIMUM PVB. C. 1 1116' LAMI I.G. GLASS COMPISSED OF (1) LITE OF 3116" HEAT STRENGTHENED GLASS, A 71W AIRSPACE AND 7118" LAMINATED GLASS WHICH IS COMPRISED OF (1) LLTE OF 311e ANNEALED GLASS AND (1) LITE OF 3116' HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACTE OR SAFLEX KEEPSAFE MAXIMUM PVB. D.11118" LAMI LG. GLASS PRISED OF (1 } LITE OF 3118' HEAT STRENGTHENED GLASS, A TIW AIRSPACE AND 7H6' LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3116' FEAT STRENGTHIENED GLASS WITH AN D80 MTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. • • • • • • 2. DESIGN PURE RATINGS: ( FLANGED - SEE SHEET 6, TABLE 1 AND INTEGRAL FIN -SEE SHEET 8, TABLE 2) • • • • • 1 • P NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND �S TABLES ASTM E 1300-88 AND A87111 E 1300 -94 •••• • Ir • OUTSIDE MIAMPDADE COUNTY). • • 8. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 130098 (AND ASTM E130044 •••• •. OUTSIDE MIAMI-DADE COUNTY). - • O. DESIGN PRESSURES UNDER 41:I P.S.F. NOT APPLICABLE IN MIAMI-DADE COUNTY. • 6 • • :1 UNIT ANCHIORMIE: SINGLE ROW OF FASTENERS LOCATED AS FOLLOWS: (SEE SHEET 10, DETAILS C, D li al St SILL' MAX. II 11/2• FROMOORNERS IpEUIGN PRESSURE LIMITED TO 60 P.S.F. WHEN ANCHORING WITH#12 SCREWS) • •• • • • • • •• •••• • • • • • 1 JAMBS: AT EACH CORNER MAX. 8' O.C. •• NOA DRAWING TABLE OF CONTENTS SHEET GENERAL NOTES. .._ _ ._ 1 GLAZING DETAILS.... _w .. 2 ELEVATIONS, FLANGED 3 ELEVATIONS, INNTEGRAI. FIN4 DESIGN PRESSURES FLANGED5 DESIGN PRESSURES FINNED.,8 SECTIONS, 7 CORNERASS'Y, FLANGED7 SECTITIONB, INTEGRAL CORER AS9'Y, INTEGRAL FIN8 EXTRUS[ON 1 S 15 INTEGRAL FN UNIT ANCHORAGE WITH NAILS SINGLE ROW OF .130 DIA. x 2112' LG. NAILS AS FOLLOWS: (SEE SHEET 10, DETAIL A) ••I• BEAD & SILL: AT EACH CORNER MAX. 6' O.C. 5. INTEGRAL FIN UNMANCHORACE WITH 512 SCREWS: SINGLE ROW OF SCREWS AS FOU.OW5 (SEE SHEET 10, DETAILS) HEAD &SILL• MAX. 8112` FROM CORNEAS MAX 11" O.C. JAMBS: AS MAX. 8112' FROM CORNERS MAX 11N 0.C, (DESIGN PRESSURE UMTED TO 60P.S:F. tNHIEN ANCHORING WITH N12 SCREWS) 6. SHUTTER REQUIREMENT: NONE REQUIRED ' 7. NARROW JONT SEALANT 1S USED ON ALL FOUR CORNERS OFTrIE FRAME. 8. REFERENCE TEST REPORTS: FT13835 & FTL -3860 $ro aRns ...�"!� NOTES TABLE OF CONTENTS A$Fa027B P.G. altr4 ALUMINUM PICTURE VINNDOW.1111PAG T W,3bJy Erotic" , t J 'm 3 fig 1°� Row Omit, PA. Fe want z O • • • • • • •••• •••• • •••• • •• • • • • • • •• •• • • • • • • • • • •• • • • • • •• •••• • • • • • 3118' ANNEALED OR NEAT STRENGTHENED GLASS •• • • • • • • • •• • •••• • • •••• • • • 7118" LAMI GLASS NOMINAL. .080 DUPONT BUTACFTB OR 8ACLE?CKEEPSAFE MAXIMUM PVB INTERLAYER 9118' HEAT STRENGTHENED GLASS 3116" ANNEALED t HEAT STRENGTHENED GLASS 7178° AIRSPACE 3i18" HEAT STRENGTHENED GLASS • • OUTSIDE • • • • 11/18' NOM GLASS BITE 7118° LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) 1 4x76" LAMI GLASS NOMINAL 7M8 LAM GLASS NOMINAL .080 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTEWAYER 3118' HEAT �+— STRENGTHENED GLASS OUTSIDE 1 1118" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) � !GAZING !DETAILS '�° �s•ns I! ALUM 1Nu MPJCT1mEW1NDQW IMPACT n�raaxstzm• N$rbry Better' N7 2 w 19 42594 � fg 12, l�l" Bpd•t P.& erg • •• • • • • • •••• • • •••• • • •••• • •• • • • HEXAGON FULL CIRCLE • am. SIZ .167 BETWEEN FLATS MiAX. SIZE= WOK. • • • OR MAX AREA = 21.658Q. Fr. OR MAX . AREA =18.63 SQ. FT. • • • • • •• • •• •• • • • • • • •• •1•••• •• • • • • • • • • • • •• • • • •I •• • •. • • • • • • •• • • • •••• • • •• • OCTAGON QUARTER CIRCLE MAX SIZE= 00" BETWEEN FLATS OR MAX:. AREA = 98' X6 � FT. OR MAX AREA = 2071 SO. FT ARCH. MAX SIZE =46'X98' OR MAX AREA = 30.2890. FT. • •••• FAN ELLIPTICAL MAX SIZE= M' X47' OR MAX. AREA= 3128 SO. FT. •• MAX SIZE =96'X4? • OR MAIL AREA = 24A7 SQ. FT. • EYEBROW MAX. SIZE= 98''X48' OR MAX AREA= 31.89 SQ. FT. r--- -- 96' MAX HALF CIRCLE MAX. SIZE • 98!'X48' OR MAX AREA =26.13 SO. Fr. NOTE FOR ANCHORAGE INFORMATION SEE NOTE 3, SHEET 1 AND SHEET 10. DETAILS C, 0 1 E. 1 48• MAX. 44114 MAX DLO 92144" MAX. DLO RECTANGLE MAX. SIZE = 40 X 96' OR MAX. AREA 82.00 SQ. FT. TRAPEZOID MAX SIZE =49'X86' OR MAX AREA= 31.99 SO. FT. FLANGED ELEVATIONS ALUMINUM PICTURE WINDOW, MPACT ROM L PE 00113 p1 • •• • • • • • • •••• • • •••• e • •••• • • • • • • • • • •••• • •• • • •• • • • • • • •• • ••• • • •• • 0•• • • • • • • HEXAGON FULL CIRCLE • Is11NK. StZE = W' BETWEEN FLATS 11MX SIZE = err OJA. • • ORPAX AREA = 2188 in FT. OR MAX. AREA =11163 SO. FT. OCTAGON QUARTER CIRCLE MAX. SIZE @80'BETWEEN FLATS MAX. SIZE a 88"X68' OR MAX. AREA = an SQ. FT. OR MAX. AREA= 26.22 SO. FT. MAX SIZE = 40'X 96' OR MAX AREA= 30.28 SQ. FT. • • • • •• • • • • • • • • •• • • • •••• • • FAN •• MAX SIZE =96"X47' • ¢R MAX. AREA =2447 SQ. FT. HALF CIRCLE MAX. SIZE a 96' X 4r GR MAX AREA = 26.13 SO FT. EYEBROW MAX SIZE =88'X46' OR MAX. AREA = &LW SQ. FT. ELLIPTICAL MAX. SIZE =98'X47' OR MAX AREA = 31.99 30. FT. NOTE: FOR ANCHORAGE INFORMATION SEE NOTES4 & 8o SHEET 1 AND SHEET 10, DETAILS A & B. RECTANGLE MAX. SIZE =46'x88' CH/ MAX AREA= 3200SC. FT. TRAPEZOID MAX. SIZE = 46' X 96" OR MAX. AREA = 3t.99 SQ. FT. awl* E...W tow Vf•dbf y a� INTEGRAL PIN ELEVATIONS zoo. ,•. .. r ,uamtom•mte 6gX �y9pppr aolx LAM M,' C INDOW IMPACT +wea PA Dole 124.44 06.600 a 1W CIW1861t@96VIEET wooer F. Dow F:Yb43 OMR.a n. _ I Rym1 rriTS a • }o I 42304 rA Atatl.CW11, P L PECEFIE -n m m "0 • •• • •. • ••.• • 0000 • • .00• • •• • • • • • •• •• • • • • • •• • •• • • • • • •• 0000 • • ••.• • • • • • • • • • • • • C • r ARA T` :18 TAB Ilr_ 1. A. 7116' LAMINATED D ©LASS (3118"A, .080, 3/18118) GLASS TYPE: 13.7116" LAMINATED GLASS {3f16"HS..080. 3118HS) C.1 1115' LAMI I.O.. 3116HS. 7118" SPACE, 7/189 LAMI (3118A, .090.31'L8" L18) D 1 yw, r _ 7 8aSP�.__ 7 " 1 91013 .L l+ ,1: "I1- WINDOW WIT} 49.000 FTL38 FT Fr TL .11 ;IL WINDOW MIGHT i -80.0 80.0 -80.0 :'� + s, + 80.0 : + L :�+ + -60.0 �,,0 ILEA' 80.0 -80.0 0 -80.0 80.0 '-80.0 80:0 .0 80.0 0 +::111 ; r I 1111111�d: 11 f,� �f-LTk� � :�;�>• it k l• er:'' 3 80:0 T. Irma -80. ; Irma .T+ L EI 11E2M - 5.2 74.0 Magi : • I mai ' 0 -80.0 . + 0 +0 Wall -7.0 WallVtail 67.E E:-�r i WiEMIEIEll N.500 a&a 80.0 -80. 80.0 -600 80.0 -80.0 80.0 -80.0 -80.0 sow BSC -0 80.0 .0 80.0 -80.0 -80.0 80.0 .0 80.0 -80.0 rI .0 +.0 Willi WiLIAll MaI/ i N UI MIES 8. W2EN Ni EA 88D 600 -60.0 80.0 -80.0 80.0 -80.0 80.0 -80.0 .0 -80.0 800 .0 VI:i1r' AMA ,U,-11 80.0 IIIMA [+ NEEniedial 1 43.7 Xj l F I R A i ; A -80.0 'l1 000 ••• • .0 -60.0 80.0 -60.0 80.0 -80.0 80.0 -80.0 80.0 .0 80.0 0766500 80.0 lea !A ,8 WWI iriltairt.la ILAN -62.8 Wail -52.1 Rini ICIER 80.0 82.000 40.0 -60.0 .0 -80.0 80.0 -600 80.0 -80.0 80.0 -80.0 ETA +.0 : '.0 UM -68: KENO Mall 476 E_±7 EMENgitlI _ 1180 80. -80.0 80.0 -600 IIIIIIIIIr'�lf ��i��� I87. O• R 11IIIIIIIIILL'`LTS . 1 1111 IIIL L 1' l ill•M Ti li7t + 70, 11001 -80.0 80.0 0.0 80.0 -80.0 L•�.zr+�IIC:�.:� 8 +0 93.000 96.000 880 880 NERcti RAM 80.0 80.0 -800 -80.0 .0 11.11111I <:+Y11.1 9.1 81. 80.0 -600 800 -80.0 80.0 40. W att • kCI[ I I))I iI 434 # 80 0 40.0 80.0 .0 80.0 -80.0 800 -80.0 80.0 -80. .0 -80.0 -80.0 80.0 -80.0 112:16•11Z1E1 W276111 .0 -43.4 -W. .40 .7 11110E; ;�_c'- r ik' MICEI r5e 4 .6 80.0 ! I • -401 M MIVEEMl -80.0 80. -80.0 011 )E 11111111111 :r�f;;T t� Iii; 1.1 allEr ` 7. IT- 1 PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHOF ED WITH 1N" TAPCONS. 0831113N PRESSURES ME LIM TED TO .MIS P.B.F. WHEN ANCHORING WRHN12SCREWS. A 2. ALL MAXIMUM SIZES SHOWN ON SHEET 9 ARE QUAUFIEDTO THE PRESSURE OFA32 SO. T. I1111TiN TABLE I. 3. *11 SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FORTHE MA?MNUM 912ELISTED IN TABLE 1, OR 70 THE PRESSURE FOR THE SMALLEST bad 'WSW FF- ragovaamermins maws, &MOO PAL 1888 R 8690 .1_ W.f,Iy Sett .1L �,yJITy';c?di2f,r,'ili$ i1,/ if; !- ;LUMINA! PICTURE WINDOW IMPACT s eta • •• • • • • • •••• • • •••• • • •'•• • • • • • • •• • • • • • •• •• • • • • • • • •• 5OMPARATIVE AIIIAL *1S TABLE 2. A. 7118° LAMINATED GLASS (MCA, .090, 3118M8) GLASS TYPE B. 7116° LAMINATED GLASS (3118115, .090, 3116HS) D.11/18° LAMI LG., 3116HS, 7118° SPACE, 71161 LAIC (3116A, .090, 3118° HS) 1 j : LAW / "SP 8• LAM FTL-3835 FTL FTL FTL K� WINDOW HEIGHT iGi i' t� ; �.�...:. ��•��� -80.0 .0 -71.9 111111111111FhpUalli. • • • 91.7 80.0 • • • •• •• • •• • • • • • • •• • • • • ••• • • • •••• ;1 T-7�.tI. !, 111111111Et Erb • NET. -80:0 80! C -80.4 8. o -80 + 80 0 -80 0 1 ,�7 -80 0 90.0 -819:0 INIIWNEJ 803.01: za r ' -80.0 85.0 .0 48.9 40. W.a.4 40.4 -40. 8&D 8D. -80.0 80A -80.0 ! 0 -8Q 0 80.0 0 78.7 ME$1 MOM 780 (�'TiJ� • �r- 1��1�%:�'�'i731'�y irk �tix�i`r` /8� • . AB PRESSURES ARE BASED ON THE LARGEST TESTED SIZE RECTANGULAR WINDOW ANCHORED WFFH 1 PTAPCDNS. DEMON PRESSURES ARE LIMITED • T04140 P.S.F. WFIEN ANCHORING WITH M2 SCREWS. 2..1111.L. MAXIM SIZES SHOWN ON SHEET 4 ARE CALMS) TONE PRESSURE OF A 3280. FT. UNIT IN TABLE 2: 3. ALL � SHAPES AL�ESgSTHANTHE MAXTMUMSIZE, QUAUFYTO PRES8URE FOR THE MAMBA 612E LISTED INTABLE.2, CRTO THE PRESSURE 'FORTHE SMALLEST Amax rk RE ANGU SF�E INTABLE 2. WHICH THEIR OVERALLMADTF 1 D HE CHTDI COMPLETELYrrr W1w,4. •/w* •k •..= t oao rsa•yorasr INTEGRAL FIN EMT DESIGN PRESSURE. RESSU +RES wow OM Saila. AWMINUMPICTUPE WINDOW, IMPACT PJL 121508 A POTS I.ANC 7AtdP •47F10T$ 8 1R81b1 .a49.01. �8 0�� err Y 8•ttsr . ' rrMT31 8 • 10 luwo �4 '1 A SQ.FT ,_ /f/ _1J! 1/44 Road auk PE. PELANnit • • • • • • • •••• • • •••• • • •••• • • • • • • • • • • •••• • • • • •• • • • • • • • • • • •• • • •••• •• • �••a • • • • • • • •• • • • • • •• • • • • • • • •• • •••• • • •••• • • OUTSIDE MAX. DAYLIGHT OPINING MAX. WINDOW WIDTH o ► 0 1111 111 0 - r1 SCREWED C. R ASSY (FLANGE FRAME) HORIZONTAL SECTION (FLANGE FRAME) • MAX. WINDOW HEIGHT ALONG ENTIRE JOLT ALONG ENTIRE JOINT MAX. DAYLIGHT OPENING {� WELD (FLANGE FRAME) EuI' KEYED CORNER ASS'Y RANG ENTIRE JOINT WELDED CORNER ASS'Y (FLANGE FRAME) VERTICAL SECTION (FLANGE FRAME) SECTIONS & CORNERASST. FLANGED asetwozastragass 01.84218 ALUMINUM PICTURE WINDOW, IMPACT as FL SOW Visibly s4a�i aetre= mks j fD �� 4258.• A fc m4 EbMilk-1510. PEaaorra 0Td WH917:60 9002 0Z 'gad • •• • • • • • •••• • •• • • • • • •••• • • • • •••• • • • • • • • •• ••• • • • • • •• • • • • • • • • • • •• • •• ••• •• • • • • • • • • • •• • • • • •• •• • •• • • • • • • • • • • • • • • 2J84" —1 MAX 'DAYLIGHT OPENING MAX WHOM WIDTH HORIZONTAL SECTION {TEGRAL FIN FRAME) ALONG B RE JOINT SCREWED CORNER ASSY (INTEGRAL FIN FRAME) MAX WINDOW I4EDHT INSIDE, ALONE ENTIRE JOINT MAX. DAYLIGHT OPENING KEYED.CORNER ASSY (INTEGRAL RN FRAME) ALONG ENTIRE JOINT - 14- T,f.l -4.1 WELDED CORNER ASSY (INTEGRAL FIN FRAME) VERTICAL SECTION (INTEGRAL FIN FRAME) , ,,ms SECTIONS, IN7EGRAt FIN j ALUMINUM PICTURE WINDOW, A C7 MOM MS xaowia� VslY Bee � lirars 111 e I A FJL Two ITEM DWG NO PART # DESCRIPTION 1 [ 425114 69256 INTEGRAL FIN FRAME HEAD. SILL & JAMB 2 j[ 4253 64263 FLAMED FRAME HEAD. SILL. & JAMB 7 1155 7BIPQX X 1 QUAD PN SIAS STARLESS STEEL 8 SCHNEE MOREHEAD SIB ACRYI R NARROW JOINT SEALANT OR EQUAL. 10 64288 X7115 LAL5I GLASS BEAD 11 4284 34284 11 1115 LAMI LU. GLASS BEAD • •• 12 • • • • • • •••• • .ig 1224 STP247 1VI I9YL BULB WEATHERSTRIP. (THICIG) 4224 iINSTALLATION FASTENER COVER • • • •••• • 18• • • • • •• • • ?T • • • • • • • •• •• ••• •• • • •• • • • • • • • • •• • •,9 • • • •• ••• • •• • •• ••1j6 • • • • • It ••_ • •• • •••• • • •••• DOWCORNING 899 GLAZING SEALANT DOW CORNING 8B8 SILICONE STRUCTURAL SEALANT. !LACK iiir LAMI GLAB6: 3/184 ANNEALED - .090 DUPONT BUTACITE OR SAFLEXICEEPSAFE MA76MUM PVB INTERLAYER HEAT STRENGTHENED t 1118" LAM I.G. GLASSt 3116' HEAT STRENGTHENED OUTBOARD 7118"AIRSPA0E - 31674ANNEALED - . 90 DUPONT BUTACITE OR SAFLEX IO EPSAFE MAXIMUM PVB I141EERIAYER -3119" HEAT STRENGTHENED 64252 ARCHITECTURAL CORNER KEY 7118'` LAMI GlASSc 3116' HEAT STRENGTHENED - .090 DLIPONTBUTACITE OR SAFLEX KEEPSAFE WXIMUM PVB INTERLAYER - 9115" HEAT STRENGTHENED 1 1118" LAM LG. GLASSY 3118" HEAT STRENGTHENED OUTBOARD - TN19'AIRSPACE - 3116" HEAT STRENGTHENED - .090 DUPONT BUfACITE OR SAFLEX KEEPS4FE MAXBNUH PUB INTERLAYER - 9116' HEAT STRENGTHENED 1 L ITEM 10, 7116 LAMI GLASS BEAD MATL: T5 DWG NO. 42 6 .976' ITEM 11 1 1116 LAMI 1.G. GLASS BEAD ITEM 2, FLANGED FRAME NLAT'L• 8063 -T5 DWG NO 4253 2334" ITEM 1, INTEGRAL FIN FRAME IMf4TL: 11063-T5 DWG NO. 4286A MATE: 606375 DWG NCI. 4254 Aft Ftendef mo FiC O, O.� Orr '11:171 !875+42 R47 lq OPORSIE TTMSWEET aft iirrnmaircteartiamr FL ode 0.8 ° R.306,4 Vtrdbly 8 EXTRUSION PROFILES & PARTS UST AWU MINLI4lP.?CTURE WINDOW IMPACT r�xsn+ 1175 B . 10 42594 PE 01712 Stroassal 5 • • or .130' DIA. MIN. • • •••••• • •• x2 ix NAL, • • •••• • • • AT CORNERS • • • ANO 8" 0.C. • •••• • • • • • • • • • • •• • • • • • •• •• • • • • • •• • • • • •• • • • • • • • • • •• •••• • • .... Of •• • • ••I•••• • .• • • • •. •• ••• •• ••• • I•• • t • • • WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A T 114 "TAPCON,$112 "MAX MOM CORNERS & 11" MAX. O.C. (SEE NOTE 1) Ur MAX I ow 1 114' MIN. • EMEIEEHLENT CONCRETE •s NOTES: FLANGED DETAIL D (SILL ONLY) 1. USE ONLY MIAMI -DARE COUNTY APPROVED EL O TAPOONS. A 2. A- IN MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF W000 BUCKS TO BE ENGINEERED, PROPERLY ATTAR TO TRANSFER LOAD AND TO BE REVIEWED BY BUILDING OFFICIAL. B - OUTSIDE MIAMI -DADE COUNTY INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY.OTHERS OR AS APPROVED BY BUILDING OFFICIAL INTEGRAL FIN DETAIL E FLANGED DETAIL C 114' TAPOON: 8112" MAX. FROM CORNERS 811' MAX. O.C. A (SEE NOTE 1) 114" MAX. I SHIM 1 1,14° MIN. •••• :. 7; EMBEDMENT4• * • . •' 1xWOODBUCK '� •" (SEENOi1E2}- SOLD CONCRETE FOR HEAD &SLL OR HOLLOW BLOCK FOR JAMBS FLANGED DETAIL E •wr" I% WOOS Ff. PAW four 110110m meow ATE 7.UVDFi"97eT12:R MICRO long a timporowevs NOICONOAOIXO O0 T a� w•rbfy Setter ANCHORAGE -1 E4D, SALL AND JAMBS ALUM#4UM PICTURE WINDOW R+FPACT r. F Mel Q '10 �"." 1A ISwet -Q•K of PEOZWif Sookost FORM 600A -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: MR & MRS ROBERT LUDICKE ADDITION Builder. Address: 9999 N.E. 13TH AVE Permitting Office: MIAMI City, State: MIAMI, FL Permit Number. e) f9-C) s--1 Lt j Owner: MR & MRS LUDICKE Jurisdiction Number: 232400 Climate Zone: South 1. New construction or existing Addition 12. Cooling systems 2. Single family or multi- family Single family a. Central Unit : 18.0 kBtolhr _ 3. Number of units, if multi - family 2 _ SEER 14.00 4. Number of Bedrooms 5. Is this a worst case? 2 No _ b. N/A 1 _ 6. Conditioned floor area (ft2) 727 ft2 c. N/A .- 7. Glass area & type Single Pane Double Pane — - - a. Clear glass, default U- factor 123.4 ft2 0.0 ft2 ._.. 13. Heating systems b. Default tint 0.0 ft2 0.0 ft2 - a. Electric Strip ap: 17.0 kBtu/hr c. Labeled U or SHGC 0.0 112 0.0 ft2 COP: 1.00 8. Floor types — b. N/A _.._ a. Slab -On -Grade Edge Insulation R '0.0, 107.0(p) ft T -__. b. N/A c. N/A _ c. N/A — _ 9. Wall types _ 14. Hot water systems a. Concrete, Int Insul, Exterior b. N/A R=4.2, 954.0 ft2 — a. N/A __.. — c. N/A _ b. N/A _ d. N/A _ l — e. N/A c. Conservation credits _ 10. Ceiling types (HR-Heat recovery, Solar a, Under Attic R =30.0, 727.0 ft2 _ DAP- Dedicated heat pump) b. N/A c. N/A 11. Ducts a. Sup: Unc. Ret: Unc. AR Interior b. N/A Sup. R=6.0, 30.0 ft _ _ _ 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HP-Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ-H-Multizone heating) _ Glass /Floor Area: 0.17 Total as -built points: 8200 Total base points: 9207 PASS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: <11;t1' DATE: l hereby certify that this building, as designed, is in compliance with the Florid OWNERIAGENT: a . DATE: '- I -.4.(0 -e)(0 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes. BUILDING OFFI1 DATE: ��/ EnergyGauge® (Version: FLRCSB v3.30) FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 9999 N.E. 13TH AYE, MIAMI, FL, PERMIT #: EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 BASE AS -BUILT J GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Hgt Area X SPM X SOF = Points r .18 727.0 32.50 4253.0 Single, Clear Single, Clear Single, Clear Single, Clear Single, Clear As -Built Total: W 0.0 0.0 W 0.0 0.0 N 0.0 0.0 S 0.0 0.0 S 0.0 0.0 ' 60.5 70.53 1.00 8.6 70.53 1.00 22.7 36.46 1.00 22.7 66.93 1.00 9.0 66.93 1.00 123.4 4266.9 603.4 826.5 1517.0 602.3 7816.1 WALL TYPES Area X BSPM = Points Type R-Value Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 954.0 2.70 2575.8 954.0 2575.8 Concrete, Int Insul, Exterior As -Built Total: 4.2 954.0 2.28 954.0 2175.1 2175.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent Exterior Base Total: 0.0 0.00 0.0 21.0 6.40 134.4 21.0 134.4 Exterior Wood As -Built Total: 21.0 9.40 21,0 197.4 197.4 CEILING TYPES Area X BSPM = Points Type R-Value Area X SPM X SCM = Points Under Attic Base Total: 727.0 2.80 2035.6 727.0 2035.6 Under Attic As -Built Total: 30.0 727.0 2.77 X 1.00 727.0 2013.8 2013.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 107.0(p) Raised Base Total: -20.0 - 2140.0 0.0 0.00 0.0 - 2140.0 Slab -On -Grade Edge Insulation As -Built Total: 0.0 107.0(p -20.00 107.0 - 2140.0 - 2140.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 727.0 18.79 13660.3 727.0 18.79 13660.3 EnergyGauge® DCA Form 600A-2001 EnergyGauge®/FIaRES'2001 FLRCSB v3.30 5582 N.W. 7th STREET SUITE 202 MIAMI, FLORIDA 33126 TELEPHONE: (305) 220 -3171 FAX: (305) 264-0229 DRAWN BY: TULY A1'uutt Purvr4rrrs LAND SURVEYORS SURVEY No. 04- 12008 -4 SHEET No. 2 OF 2 BOUNDARY SURVEY SCALE m 1 " : 20' !r:;4:?r:47 ' J BISCAY B/C F.I.P 1/2° NO CAP LOT -3 BLOCK -5 F.I.P 1/2° NO CAP ON PL 16.03' VVV V,, V b'VVV V,/V„VV WV V 4-\/V V Vd V VvV V4 VVVV VV VVV VV V V VV VVV V V V VV VVVV V VVVV VV VVVV VVV V VVVS/ VV VVVV VVV •VS /VVVVV V` VVVVVVV VV VVS /VVNI V V V VVV VVV'VV V'• ✓VVVv VVVVVVVVVVVVVVVVVVVVVVVVVVVVV V V` VVV /,'VVVVVV VV VVV VVV4� vv� wvv..`( Kivava„ 19 vvvvvvv vvvv xh vvvvvvvV vvvv vvvVVVS/ vvvvv V V V V V V V V V V V V V vvvvvvv POOL vvvvv vvvvvvv� vvvvVVv 2'CBW vvvvvv./ vVVvvvV, {yvvvvv., vvvvvvvv vV /wvv vvvv�v' 'I '\XXX V vv vvvvvv� vv I° '' VVV Sr VS/ Sr V•./v VVVV {1'V 'V vVVVVvVV �./v /\ v4vvvv vv vvv vvv V v• .'V'VV VV V\✓vv VsIVN/` VivlS/vv v /'V/ v vvl 'V'V' v 'V vvvvS /vvV'vvvvvvvvvvvvvv�r�rvvvvvvv 'vvvVV vvvr/V SrSrS/VVVVVVVVVvv /V v vv ../ `V VVV', V VVJ V V VVVVV%vvV/V/ v VV' VV VV✓ VVvv VV VV/V'`,/ / V VV VV / V'VV/V 'V v v VV/ VVV V VV VF V'V/V 'V'V \'. Vi/•✓ VVVVV VvvvvSVVS/VVVV'VVVVS/VVVS /V VV VV V. VVVVv 17.50' ri 27.80' 14.08' 17.45' 0.21' CL • 0 U) ONE STORY RES. # 9999 LOT -1 BLOCK -4 F.F.E. =9.33' GARAGE ELV. = 6.86' 29.35' F.I.P 1/2" NO CAP ON P/L 0.10'CL 0 0 0 5.80' 5.00' 18.70' 14.14' 0.40' CL 10.74' 0.10' CL LOT -2 BLOCK -4 FIR 1/2° OCAP P. SURVEYOR'S NOTE: • There may be Easements recorded in the Public Records not shown on this Survey. 5582 N.W. 7TH STREET, SUITE 202 MIAMI, FL 33126 TELEPHONE: (305) 2642660 FAX: (305) 264-0229 DRAWN BY: G.F.G. Nova Surveyors, Inc. LAND SURVEYORS SURVEY NO 4- 0012008 -4 SHEET NO 1 OF 2 SURVEY OF LOT 1, BLOCK 4, OF EARLETON SHORES, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 43, PAGE 80, OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. PROPERTY ADDRESS: 9999 NE 13 AVE, MIAMI SHORES, FL 33138 FOR: ALLISON LUDICKE LOCATION SKETCH Scale 1" = NT.S. ABBREVIATION AND MEANING A = ARC A/C = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.LF. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT LP. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE NAP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL = PLANTER P.LB. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. 96044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE $ = CENTER LINE = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: AE COMMUNITY/PANEIJSUFFIX 120952 0093 J DATE OF FIRM: 07/17/1995 BASE FLOOD ELEVATION: 10FT. CERTIFIED TO: ALLISON LUDICKE CIT C PAY LEGEND TYPICAL -OH- OVERHEAD UTILITY LINES zza C B S. = WALL (CBW) -K-x C.L.F. = CHAIN LINK FENCE -O—O- -sr-sr I.F. = IRON FENCE W.F. = WOOD FENCE + 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. BM# ELEV. FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 47Z027, FLORIDA STATUTES. BY: / g-7 ROBERTTFARRA4.� 2,(DATgOF FIkLD WORK) PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: .__ REVISED ON: SURVEYOR'S SEAL 1 ` ro� ' ,l ( R, ' -,a „S" I -- -4' Boar t4.`.. ibra . $ U 7 II I i-io LU r 2 ,.„ ,,i 1. '$ I ep• r l 1 /I I' _ 1 12 _ /6• /7 �, M' 3 N.f. 7M e sr k fit 0.9,so' 75 /O 46, /4 /5 SUBJECT =, 3 , -- _ti I c =z� PROPERTY , TAt740$00' •. I / /4?7r i i <<:" of : rye/ (4iU 9 J1.40. �`• J t n0 /Es' 75• 16 7 - 6 - 5 L •• 4 'foss ,. 3 2 VS' 1 • 14 . smear Yr t 4 l 4 , ,..z,„ /0 ■ A: � c7ll IJ L I /2 /3 /4 /5 /6 /7 /B g ‘464' ABBREVIATION AND MEANING A = ARC A/C = AIR CONDITIONER PAD AE. = ANCHOR EASEMENT AIR = ALUMINIUM ROOF A/S = ALUMINIUM SHED ASPH. = ASPHALT B.C. = BLOCK CORNER B.C.R. = BROWARD COUNTY RECORDS B.M. = BENCH MARK B.O.B. = BASIS OF BEARINGS C = CALCULATED C.B. = CATCH BASIN C.B.W. = CONCRETE BLOCK WALL CH = CHORD CH.B. = CHORD BEARING CL = CLEAR C.LF. = CHAIN LINK FENCE C.M.E. = CANAL MAINTENANCE EASEMENTS CONC. = CONCRETE C.P. = CONCRETE PORCH C.S. = CONCRETE SLAB D.E. = DRAINAGE EASEMENT D.M.E. = DRAINAGE MAINTENANCE EASEMENTS DRIVE = DRIVEWAY ENCR. = ENCROACHMENT E.T.P. = ELECTRIC TRANSFORMER PAD F.F.E. = FINISHED FLOOR ELEVATION F.H. = FIRE HYDRANT F.I.P. = FOUND IRON PIPE F.I.R = FOUND IRON ROD F.N. = FOUND NAIL F.N.D. = FOUND NAIL & DISK FNIP. = FEDERAL NATIONAL INSURANCE PROGRAM IN. &EG. = INGRESS AND EGRESS EASEMENT L.F.E. = LOWEST FLOOR ELEVATION L.M.E. = LAKE MAINTENANCE EASEMENT LP. = LIGHT POLE M. = MEASURED DISTANCE M/H = MANHOLE NAP. = NOT A PART OF NGVD = NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE O.H.L = OVERHEAD UTILITY LINES O.R.B. = OFFICIAL RECORD BOOK 0/S = OFFSET OVH. = OVERHANG P.B. = PLAT BOOK P.C. = POINT OF CURVE P.C.C. = POINT OF COMPOUND CURVE PL = PLANTER P.LB. = PROFESSIONAL LAND SURVEYOR P.O.B.. = POINT OF BEGINNING P.O.C.. = POINT OF COMMENCEMENT P.P. = POWER POLE P.P.S.. = POOL PUMP SLAB P.R.C. = POINT OF REVERSE CURVE PRM = PERMANENT REFERENCE MONUMENT PT. = POINT OF TANGENCY PVMT. = PAVEMENT PWY = PARKWAY R. = RECORD DISTANCE RAD. = RADIUS OF RADIAL RGE. = RANGE R.P. = RADIUS POINT R.O.E. = ROOF OVERHANG EASEMENT RAN = RIGHT -OF -WAY SEC. = SECTION S.I.P. = SET IRON PIPE L.B. 96044 SWK. = SIDEWALK T = TANGENT TWP = TOWNSHIP U.E. = UTILITY EASEMENT U.P. = UTILITY POLE W.M. = WATER METER W.R. = WOOD ROOF W.S. = WOOD SHED = ANGLE A = CENTRAL ANGLE $ = CENTER LINE = MONUMENT LINE LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ( "SURVEY"): - THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. - THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE USED FOR CONSTRUCTION PURPOSES. - EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY. BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN - THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE. EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN. - THE TERM "ENCROACHMENT" MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. - ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND /OR FOUNDATIONS. FENCE OWNERSHIP NOT DETERMINED. THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED. HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F.E.M.A AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE: AE COMMUNITY/PANEIJSUFFIX 120952 0093 J DATE OF FIRM: 07/17/1995 BASE FLOOD ELEVATION: 10FT. CERTIFIED TO: ALLISON LUDICKE CIT C PAY LEGEND TYPICAL -OH- OVERHEAD UTILITY LINES zza C B S. = WALL (CBW) -K-x C.L.F. = CHAIN LINK FENCE -O—O- -sr-sr I.F. = IRON FENCE W.F. = WOOD FENCE + 0.00 = EXISTING ELEVATIONS SURVEYOR'S NOTES 1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO COUNTY, TOWNSHIP MAPS. 2) THIS IS A SPECIFIC PURPOSE SURVEY. 3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. 4) IF SHOWN, ELEVATIONS ARE REFERRED TO MIAMI-DADE COUNTY. BM# ELEV. FEET OF N.G.V.D. OF 1929. SURVEYOR'S CERTIFICATION I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF THE PROPERTY DESCRIBED HEREON, AS RECENTLY SURVEYED AND DRAWN UNDER MY SUPERVISION, COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17 -6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO 47Z027, FLORIDA STATUTES. BY: / g-7 ROBERTTFARRA4.� 2,(DATgOF FIkLD WORK) PROFESSIONAL LAND SURVEYOR NO. 6437 STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND SURVEYOR). REVISED ON: .__ REVISED ON: SURVEYOR'S SEAL FROM :II�pD I� FAX NO. :3057160067 BUILDING CODE COMPLIANCE OffICA PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) u rateeh hnhuartes, Inc. 250 NE 32 Street Fort Lauderdale, FL 33334 Feb. 20 2006 09:47AM P14 e--n5-ALO MIAMI -DADE COUNTY, FLORIDA METRO.DADB FLAGLER BUILDING WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130.1563 (305) 3754901 FAX ) 3754908 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 Boatel of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (Al). This NOA, shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Mami Dade County) and/or the ABY (in areas other than Miami Dade Colony) reserve the right to have this product or material tested for quality asswamce purposes. If this product or material ferns to perform in the accepted manner the manufacturer will incur the expense of such testing and the AM 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 Mami -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: Alumitmm Casement Window ' . • APPROVAL DOCUMENT: Drawing No.W03.80, titled "Aluminum Casement Window (Impact) ", sheets 1 through 5 of 5, prepared by Al- Parroq Corporation, dated 09/05/03, signed and sealed by Dr. Hunter= Farooq F.B., bearing the Miami-Dade County Product Control Approval sump with the Notice of Acceptance number and approval date by the Miarml Dade County Product Control Division. MISSILE IMPACt RATING: Large all Small Missile Impact) LABELING: Each unit shall bear a perreanent label with the manufactures name or logo, city, state and following statement: ' Miami Dade County Product Control Approved ", tmless 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 mrraterials,, 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. ADVF2ITLSEMENT: 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 tar its dish' s • • and shall be available for inspection at the job site at the request of the Building Ot ill. • •.' : • :.: This NOA consists of this pane 1 and evidence pages E-1 and B-2, as well as appaoy l •dt c t ; .. above. The submitted documentation was reviewed by Theodore Berman, P.E. • ••• ••• N0r14 016.0E ie• AMMO' Deo Feltrhafxd3. 2004 • • • Page 1 •• • • • . • • • • • • • • • • •• •• • • • • ••• • • • • • ••• • • • • • • • • • • • • • •• •• 0410 • • FROM :IWD FAX NO. :3057160067 Feb. 20 2006 09:47AM P15 simkNuallta A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing Nam, *led "Aluminum Casement Window (impact) ", sheets 1 through 5 of 5, prepared by Al- Farreq Corporation, dated 09/05/03, signed and sealed by Dr. Humayaum Farooy P.B. B. TESTS L Test reports on 1) Mr 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 and TAS 202-94 along with marked-up drawings and installation diagram of a horizontal rolling aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HET I-03-1315, dated 09/29103, signed and sealed by Rafael B. Dz -Seda, P.B. 2. Test reports on 1) Large Missile Impact Test per Fl C, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a horizontal rolling aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. u fl.p3.1829, dated 09/29/03, signed and sealed by Men] E. Xiroz -Seda, P.E. C. CALCULATIONS 1. Anchor Calculations, ASTM-E1300-98, and structural analysis, dated 08/29/03, prepared by Al-Parooq Corporation, signed and sealed by Humayoun Farm!, P.E. D. QUALITY ASSURANCE 1. Miami•Dade County Building Code Compliance Offices. E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01. 0205.02 issued to Solutia, Inc. for their "Saflex /Keepsafe Maxiuwn" dated 05/17/01, expiring on 05/21/06. E. STATEMENTS 1. Statement letter of conformance, dated 09/09/03, signed and sealed by Humayoun Farooq,P.B. •• ••• •.• • • • •• • • • • • • • • • • • • • • • • •. • T -1 Theodore De rmau, P.1. Doputyllirodor, Product Control Mishit' • • Nt3ArIoo1016tb1 Enpl;otiotitot Moor/ 051 ApeyntiihVabi Iltruort0S, Arr. ••• • • • • ••. • • • • • • • • • • • -• • • • ••' • • • • • • • • • • • • • • • •• •• • • • •• •. 0410 • • • 000 • • FROM :IWD FAX NO. :3057160067 Feb. 20 2006 09:48AM P16 Eai+oth Ynduxlrle®. InG NO fl OAF ACGEPT (ga E1V'CE M11, °1'.ED 2. Statement letter of no financial interest, dated 09/09/03, signed and sealed by Hw nayoun Part , G. OTHER 1. Letter from the consultant statingt that the product is in compliance with Florida Building Code (PEC). E.2 •• ••• • • • • • •• • • • • • •••r••• • .. • • •• Timbre Berman, P.Z. , Prodlaet cn otl `v1bq • • • A►im� 11'r'u y'M Zabd� • • •. ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 0410 • • • ••• • • • • • • •• • • • ALEVINID4 CA NT WINDOW (IMPACT) DESIGN IA*D ROW FOR THESE MOM TO DE AB PER CHAR1S Strom ON SliEET 2. SORLJOIES au= vast millOtED CMS RATED FOR LMGE WORE INPACF PM DO NOT REQUIRE :HOURS APPRO AL. APPLIES 10 SMILE VIM % OWS OR DUAL MIT MGM ONO tNiBaYi/ ILPOST. 4..$O� 91 t 41. SIDE CCMBI►YA INS OF CASIDADOfE S€ ENT at,ft gems 'narcissism /FROM MULLIONS. •••• • • •• • • • F5 1 PORSOO•r Fjp1IPLY WEN RR SOON MOON 811RROME FOR LA AS -PER 7�. ASCE 7—AA ASCE 7-65 OR i—EE SI REOSIRE Oil Mown BIIUINa CQJE. lat4137mciatiEtteing, » CNaREO PROMO' TO TROVE; ANCHORS OFW,I. BE A•+esta•SPACED AS SHOWN ON DETAILS. ANCHOR ameameD To ME JAITERIAL SKALL BE BEND WALL ON RIND DR =MOP •••• • • I AAE'N� OF ASPROVOL, tan MOW W 31'kSE QEDULS • • •• MEICSLELEATIQUS • • • • • •• • • • • • • •• • 15-1,0' 0D -7/2' 37' ,. ' 788 705 730 no 750 730 lo 1/0' 75A 710 7S0 354/5" ( 753 710 OF 700 - 70.0 710 19-1/8 71-1/0 759 110 0s-1/r NI 80&3 DU 13' 902 710 7D0 10' . 750 7010 Os' $,3I - 710 7104 Or 655 ,710 7110 . 1M 415 710 7510 24' 7e -1/7' J7' 13 -1/0' 710 710 Or (D} 700 750 34' I •3SQ 782 765 16r 06.1 73A 75.0 94' �. 700 750 s0" {0'l) 780 790 90' 750 710 710 7B 730 703 710 or . 750 • 750 36' (33 75D 710 36 700 750 18' 750 739 750 00' 750 711 70:7 3 ' 700 750 87.6 • 076 t)• 10. CV Mann P15 MID • •• • • • •••• • •• • • • •••• • • • • •••• • •• • • • • • ••• •• • • • • • •• • •• • • • • • •• • • • • • •• •• • • •••• • • •••• • • •• • • • • • or 85-1/0' 745 +36 -3/0 (.p ...... 750 ..�. 750 0'.v 950 AMY Tao 713 765 '750 75A 716 703 750 10.0 25-1$ OF 03 -1/5' 74' 90 -5,0? (4) 78.0 700 • 710 700 AA 75.0 750 783 730 703 759 783 902 502 719 750 i'-tp or 6.1-IN 74' or flp 730 750 75.0 VD 753 750 750 • 7550 . 655 SM 1301 750 415 605 730 A0 7e -1/7' J7' 13 -1/0' 74-44. 716 710 1 755 750 705 750 I •3SQ 750 XS 6a3 06.1 - D61 24' 30' 40• 60' or at 730 50 750 . 759 %810- 71.0 . 750 750 750 700 750 700 730 795 - 75.3 700 730 100 756 713 90' - 465 or 72' 15 750 750 703 150 750 750 780 7150 700 750 700 750 785 no no 7154 780 75D 730 753 24 30' 40' 50' or or (4' 7155 750 730 750 718 700 750 . 710 780 705 750 750 730 705 Tao 759 63.1 13.1 750 700 .00' 30' 48 3' ' 71` co' te 7110 750 753 -750 710 750 763 750 70.6 Mt 710 ,. 710 760 705 60.6 214 795 005 6010 73.0 790 • 24 or 45' 60' or 5) 790 710 700 793 510 750 790 750 051 951 721 711 .. 005 300 875 573 di- SO. ar NH3 PR.1413 nua a"nenu wa. IOW MI =En 5 \'11 TOE $33 31333 4443A14.414. 4.4 dG DETAIL -0 N 1 • •• • • • • I •••• •• •I• • • • • •• • • • s • •• • • • • • • • •• • • • Si ..- •••.04r. row& sows SEE OM 15R p • •• • • • • • • • •• • •• • • • • •••• • • • • INTO 23Y WOOD BUCKS OR WOOD STRUCTURE 1 -3/s MIN. PENETRATICN INTO WOOD THRU TB! BUCKS RHO MASONRY CIR DIRECTLY INTO MASONRY 1-1/4" MIN. EMBED INFO CONC. OR MASONRY .0-11C-1123-23-SEVASIMUMS JNTD METAL STRUCTURES (1 fir MIN. 1NICIG. E5S) we MUL *el SPACE) 112 SOS OR sas oEE W MMR NM ROO MOE EEERI1Y APPROVED MULLIONS (NO SRN SPA E) SEALANTS; ALL PONE )ND RENT CORNERS AND ESSTAUJOION SCREWS SEALED WITH CLO R/ALUNWUM COLORED SUCONE. E1 2D • • • • • • • s • • • • • • • • • • • • ID 11 n. LOOM PM RCE NOW r 19a+ WP Yl wr iocic nem, AT vue Ear mew w Wf[ 1/ et�aa GOWN aaa assnao s BUMP IOWAN t} 11O 14 W 4 1 aoro Oroemae gi WPC IOW SOY cam Xi 19770. T -POST COMMON WEL PLUMPLY Tatm xmaQO 5/ M N r rig an • =m Dx /et)N x VC PI IDS gym, maw wf #y #m x 1/Y at sus GSM TZd Wti6b :60 CITY COPY Miami Shores Village Building Department 10050 N.E. 2°d Avenue Miami Shores, Fl 33138 Tel: 305- 795 -2204 Fax: 305 -756 -8972 Permit No: 05 -1413 Job Name: Addition for Ludicke Res. October 27, 2005 Page 1 of 2 Building Critique Sheet 1. Plans are to be reviewed and approved by HRS, DERM and Miami -Dade Planning & Zoning for payment for Impact Fees. 2. Address Structural & Planning & Zoning Comments. 3. Provide Square foot for Existing residence and for the proposed addition including the foyer area. 4. Energy Calcs and EPL card are to be signed by the Owner and Builder. 5. Provide Product Approvals for all windows and doors as required by FBC 1626.1. including the Product Approval Comparison Chart. (see attached) in 2 sets. 6. Submit Permit Applications for Electrical, Plumbing, Mechanical, Roofing, Septic Tank, and Paver Driveway. 7. Provide interior non- bearing construction details. 8. Provide Letter of Intent or Inspection Schedule from the Special Inspector on its letter head on the proposed Engineered Unit Masonry, and Trusses inspections. 9. Provide detail of window and door bucks showing framework, attachment and waterproofing as required in FBC 2411.3.1.6 & 1707.4.4.1. 10.Proposed windows in bedrooms are to comply with egress requirements as per FBC 1005 & 1005.4.3 Plans and submittals are incomplete, therefore we cannot do a complete plan review until all the above items have been submitted. At that time a complete plan review will be done. Follow the procedures for submission of corrected plans for your re- submittal. Claudio Grande CEO 305 - 795 -2204 ext. 430 04/27/200b 1x:11 30b7b42902 09:47 MIAMI SHORES :ALOOF 4 S3057542902 0S/02 /aras ALLlbUN LUL11;r r LA STATE OF FLORIDA DEPARTMENT Of HEALTH AND DISPOSAL SYSTEM ocs60Ws� TREATMENT CONSTRUCTION PERMIT FOR: (Existing System [, Malting TaY +k ( X 1 New iYatmtt► t ] nment L 1 TetinporarY ( ] Rsps9.s t ] Abando APPL;CANT: Lnd3.a 1 & �liisoa 31GEliT: � 90744 ffi�'M ADDRESS: 9998 13 Ave Miami pros STA 33a3s PROPERTY STREET �—�-- fLOCiC: 4 • SUBDIVISION: le Shares Brce 4:1- LOT: 1 [Sscti01 Towns NOA®ER] PROPERTY ID i:.s l ,205- 009- 048Q_,._.__�(oR TAX ID $ OF CHAPTER 64 -6, FAO CE WITH SPECIFICATIONS AND STANDARD CHA SPECIFIC xFSO SYSTEM MUST PE CONSTRUCTED IN DOES NOT SATISFACTORY PERFORMANCE FOR ANY PRID. DEPARTMENT CHARGE IN MATERIAL DOES 1¢OT Gv�ER� MAX IN PERIOD. ANT CHARGE IN S�Eit3'AL FACTS �►1[IC8 SERVED AS A. BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO mown THE PEST APPLICATION. O MICRSMODIFIC EXEMPT MODIFICATIONS S8 RESULT FROK PERMIT BEING MS O NOLL AND VL, ISSUANCE L8 STATE OR LOCAL PERMITTING REQUIRED FOR PROPERTY DEVELOPMENT. COMPLIANCE WITH OTHER FEDERAL, ��� rmuc. �t NO.470 9e02. CENTRAX a: 13- 84'27936 DATE PAIn: FEE PAID main : OSTDSNB* 06 -OSBi- -i8 [ 3 Innovative Other [iA ] SYSTEM ND SPECIFICATIONS T [ N it O [ q [ A TYPE SYSTEM: [ • - -• t y ] 8ED I CT IGORATION: L M ] TEENCH N A F LOCATION TO BENCH KRA* : .. I NATION OF PROPOSED SYSTEM SITE C 27.0 3 [ iNcumg B BOTTOM OF DRAINFTELD TO BE [ L EXCAVATION REQUIRED: O TILL RB Ab+D: C 72.0 1INcHES A-08SC +, Mi9T1RT Ai1�l c tank equipped approved the 2- he li licensed contractor a i �l� the sys ie for isataL3.irS Maims cafe ry of to k ccor with sec. 64 4.013 (3) tit , 2114- category O� tank is+ a�'da°°oe 3- taot01l 534i s# of deaiafie d• ie�.d. 4 ∎Insta3�1_42* of slightly United soil ender the both of dam' proposed: er ieeter of eaaevation area shall be at least 2 ft. Nad and longer than ebsprtion lob or nah� a.a. no lees than 5.80' , T -Both drsial d 6-Invert elevntionat elevation to be no %si than S . 0D • MORD An operating permit io FN DESIGN MULTI-CHAMBERED/IN SERIES a IT 700 ]GPO . p ROBIC i s ,TI-O BRED/ IN sERIE$ [ Y p ] GPD O I GALLOWS GREASE INTERCEPTOR CAOACITx !GALLONS 3 [ 0 l D09ES PER 24 SAS P PUMPS ( 0 0 ] GALiONS DOSING TANK CppAGY'PY [ 0 638 !SQUARE FEET MRlbtA&Y DRA.INFSELD SYSTEM O "(SQUARE FEET SYSTEM NDARO [ m ]FILLED 27.0 ] . z ® [ [y j1ODND [ N 1 [ N l ] ] t MOW 18ENCK1MARK /REFERENCE POINT 3 [ Ao]SENCF► /EBkzRENCB POINT 62.0 ] INCHES SPECIFICATIONS BY T /TLE: TITLE: ptef�y�3cene. APPROVED BY! Andlf i Paul r � EXPIRATION DATE: J.0 j'I.2J4/ DATE ISSUED: 4/12/0L_ Neap not be used) pp 1016„ 03 /0T «OSQlne1 AA mii1 edemas neat 4e2e -1a Page 1 of 2